1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 9931604 COUNTIES : BARBOUR LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 07 CONTRACT DESCRIPTION : CENTURY-PHILIPPI ROAD PROJECT(S) : U301-0119/00-010.17 00 LOCATION: 0.04 MI S CO 7/6 TO 0.26 MI N C0 7/6 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0481221 MOUNTAINEER CONTRACTORS, INC. & SUBSIDIARY $ 293,180.00 100.0000% 2 55-0592491 DODD GENERAL CONTRACTORS CORPORATION $ 312,596.01 106.6225% 3 55-0739010 GREEN RIVER GROUP LIMITED LIABILITY COMPANY $ 329,416.28 112.3597% 4 55-0574415 SUNRISE CONSTRUCTION COMPANY, INCORPORATED $ 340,199.23 116.0376% 5 31-1553606 R & S CONSTRUCTION, RAYMOND E. PHARES, DBA $ 377,113.30 128.6285% 6 55-0700300 A.L.L. CONSTRUCTION, INC. $ 384,242.75 131.0603% 7 55-0328627 J. F. ALLEN COMPANY $ 410,046.65 139.8617% 8 55-0640963 LAURITA EXCAVATING, INC. $ 439,661.55 149.9630% 9 31-1527447 MOUNTAINEER GRADING COMPANY $ 440,700.00 150.3172% 10 55-0756636 JIM CONSTRUCTION, INC. $ 474,596.30 161.8788% 11 55-0771868 JA GOLDIZEN, INC. $ 504,200.00 171.9762% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9931604 COUNTIES : BARBOUR LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 55-0592491 |(3) 55-0739010 |MOUNTAINEER CONTRACTORS, INC|DODD GENERAL CONTRACTORS COR|GREEN RIVER GROUP LIMITED LI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADD LEFT TURN LANE, IMPROVE SIGHT, DR, GDRL | | | 0005 201001-000 1.000 LS | 6359.95000 6359.95| 8465.00000 8465.00| 25000.00000 25000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 2500.00000 2500.00| 18129.33000 18129.33| 10000.00000 10000.00 MOBILIZATION | | | 0015 207001-001 4948.000 CY | 6.00000 29688.00| 9.79000 48440.92| 5.00000 24740.00 UNCLASSIFIED EXCAVATION | | | 0020 211002-000 3477.000 CY | 20.00000 69540.00| 20.88000 72599.76| 27.00000 93879.00 ROCK BORROW EXCAVATION | | | 0025 211008-000 15.000 TN | 65.00000 975.00| 30.00000 450.00| 20.00000 300.00 ROCK BORROW EXCAVATION | | | 0030 229001-000 0.300 MI | 5000.00000 1500.00| 10.00000 3.00| 10000.00000 3000.00 SHOULDER AND DITCH | | | 0035 408002-001 190.000 GA | 0.50000 95.00| 0.01000 1.90| 0.01000 1.90 BITUMINOUS MATERIAL | | | 0040 409002-001 1075.000 GA | 0.50000 537.50| 0.01000 10.75| 0.01000 10.75 BITUMINOUS MATERIAL | | | 0045 604001-010 75.000 LF | 40.00000 3000.00| 65.00000 4875.00| 50.00000 3750.00 12 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0050 604001-020 30.000 LF | 60.00000 1800.00| 95.00000 2850.00| 60.00000 1800.00 24 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0055 604037-016 40.000 LF | 60.00000 2400.00| 100.00000 4000.00| 70.00000 2800.00 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0060 605009-001 2.000 EA | 1400.00000 2800.00| 2000.00000 4000.00| 1250.00000 2500.00 TYPE G INLET | | | 0065 605050-001 1.000 EA | 100.00000 100.00| 200.00000 200.00| 500.00000 500.00 ADJUST CONCRETE HEADWALL | | | 0070 607001-001 637.500 LF | 10.40000 6630.00| 10.52000 6706.50| 11.45000 7299.38 TYPE 1 GUARDRAIL, CLASS I | | | 0075 607010-020 587.500 LF | 2.00000 1175.00| 2.04000 1198.50| 2.10000 1233.75 GUARDRAIL REMOVAL | | | 0080 607028-006 4.000 EA | 75.00000 300.00| 75.00000 300.00| 100.00000 400.00 MELT REMOVED AND STORED | | | 0085 607065-001 4.000 EA | 1275.00000 5100.00| 1287.75000 5151.00| 1400.00000 5600.00 FLARED END TERMINAL | | | 0090 610005-002 180.000 LF | 10.00000 1800.00| 12.40000 2232.00| 15.00000 2700.00 BITUMINOUS CURB, TYPE II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9931604 COUNTIES : BARBOUR LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 55-0592491 |(3) 55-0739010 |MOUNTAINEER CONTRACTORS, INC|DODD GENERAL CONTRACTORS COR|GREEN RIVER GROUP LIMITED LI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 636006-001 25.000 DA | 400.00000 10000.00| 0.01000 0.25| 250.00000 6250.00 PILOT TRUCK AND DRIVER | | | 0100 636011-001 5040.000 UN | 1.00000 5040.00| 0.01000 50.40| 1.10000 5544.00 TRAFFIC CONTROL DEVICE | | | 0105 636014-001 1200.000 HR | 35.00000 42000.00| 35.15000 42180.00| 15.00000 18000.00 FLAGGER | | | 0110 639001-001 LUMP| 1500.00000 1500.00| 3600.00000 3600.00| 3000.00000 3000.00 CONSTRUCTION LAYOUT STAKE | | | 0115 642013-001 LUMP| 100.00000 100.00| 500.00000 500.00| 1000.00000 1000.00 TEMPORARY POLLUTION CONTROL | | | 0120 663001-004 3274.000 LF | 0.40000 1309.60| 0.40000 1309.60| 0.20000 654.80 EDGE LINE, TYPE II | | | 0125 663003-005 4850.000 LF | 0.40000 1940.00| 0.41000 1988.50| 0.20000 970.00 BARRIER LINE, TYPE II | | | 0130 663004-004 100.000 LF | 1.00000 100.00| 1.00000 100.00| 0.20000 20.00 CHANNELIZING LINE, TYPE II | | | 0135 663005-010 12.000 LF | 12.00000 144.00| 12.00000 144.00| 9.00000 108.00 STOP LINE, TYPE V | | | 0140 663007-010 807.000 LF | 5.85000 4720.95| 5.90000 4761.30| 2.10000 1694.70 STRIPE, TYPE V | | | 0145 663010-010 2.000 EA | 175.00000 350.00| 175.00000 350.00| 190.00000 380.00 LANE ARROW, TYPE V | | | 0150 663011-010 4.000 EA | 65.00000 260.00| 65.00000 260.00| 65.00000 260.00 LANE LETTER, TYPE V | | | 0155 307001-001 AA1 1775.000 TN | 21.00000 37275.00| 18.95000 33636.25| 21.00000 37275.00 AGGREGATE BASE COURSE STONE OR GRAVEL, | | | CLASS 1 | | | 0160 307001-002 AA2 1615.000 TN | | | AGGREGATE BASE COURSE SLAG, CLASS 1 | | | 0165 308001-001 BB1 370.000 TN | 21.00000 7770.00| 18.61000 6885.70| 21.00000 7770.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0170 308001-002 BB2 336.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0175 401001-001 CC1 405.000 TN | 58.00000 23490.00| 45.03000 18237.15| 75.00000 30375.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL, TYPE 1 | | | 0180 401001-002 CC2 365.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG, TYPE | | | 1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9931604 COUNTIES : BARBOUR LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 55-0592491 |(3) 55-0739010 |MOUNTAINEER CONTRACTORS, INC|DODD GENERAL CONTRACTORS COR|GREEN RIVER GROUP LIMITED LI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 402001-001 DD1 360.000 TN | 58.00000 20880.00| 52.72000 18979.20| 85.00000 30600.00 HOT-MIX ASPHALT SKID RESISTANT PAVEMENT,| | | STONE OR GRAVEL, TYPE 1 | | | 0190 402001-002 DD2 328.000 TN | | | HOT-MIX ASPHALT SKID RESISTANT PAVEMENT,| | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 293,180.00| $ 312,596.01| $ 329,416.28 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 293,180.00| $ 312,596.01| $ 329,416.28 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9931604 COUNTIES : BARBOUR LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(4) 55-0574415 |(5) 31-1553606 |(6) 55-0700300 |SUNRISE CONSTRUCTION COMPANY|R & S CONSTRUCTION |A.L.L. CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADD LEFT TURN LANE, IMPROVE SIGHT, DR, GDRL | | | 0005 201001-000 1.000 LS | 5000.00000 5000.00| 5000.00000 5000.00| 10000.00000 10000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 10000.00000 10000.00 MOBILIZATION | | | 0015 207001-001 4948.000 CY | 6.65000 32904.20| 7.00000 34636.00| 9.00000 44532.00 UNCLASSIFIED EXCAVATION | | | 0020 211002-000 3477.000 CY | 29.55000 102745.35| 30.00000 104310.00| 34.00000 118218.00 ROCK BORROW EXCAVATION | | | 0025 211008-000 15.000 TN | 17.90000 268.50| 30.00000 450.00| 40.00000 600.00 ROCK BORROW EXCAVATION | | | 0030 229001-000 0.300 MI | 5000.00000 1500.00| 10000.00000 3000.00| 3000.00000 900.00 SHOULDER AND DITCH | | | 0035 408002-001 190.000 GA | 2.32000 440.80| 2.00000 380.00| 3.00000 570.00 BITUMINOUS MATERIAL | | | 0040 409002-001 1075.000 GA | 2.32000 2494.00| 3.00000 3225.00| 2.50000 2687.50 BITUMINOUS MATERIAL | | | 0045 604001-010 75.000 LF | 29.07000 2180.25| 50.00000 3750.00| 60.00000 4500.00 12 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0050 604001-020 30.000 LF | 42.30000 1269.00| 70.00000 2100.00| 90.00000 2700.00 24 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0055 604037-016 40.000 LF | 59.55000 2382.00| 100.00000 4000.00| 80.00000 3200.00 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0060 605009-001 2.000 EA | 1670.00000 3340.00| 1000.00000 2000.00| 2300.00000 4600.00 TYPE G INLET | | | 0065 605050-001 1.000 EA | 750.00000 750.00| 3000.00000 3000.00| 500.00000 500.00 ADJUST CONCRETE HEADWALL | | | 0070 607001-001 637.500 LF | 12.06000 7688.25| 13.00000 8287.50| 11.50000 7331.25 TYPE 1 GUARDRAIL, CLASS I | | | 0075 607010-020 587.500 LF | 2.20000 1292.50| 3.00000 1762.50| 2.00000 1175.00 GUARDRAIL REMOVAL | | | 0080 607028-006 4.000 EA | 82.50000 330.00| 150.00000 600.00| 100.00000 400.00 MELT REMOVED AND STORED | | | 0085 607065-001 4.000 EA | 1402.50000 5610.00| 1400.00000 5600.00| 1400.00000 5600.00 FLARED END TERMINAL | | | 0090 610005-002 180.000 LF | 19.55000 3519.00| 50.00000 9000.00| 22.00000 3960.00 BITUMINOUS CURB, TYPE II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9931604 COUNTIES : BARBOUR LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(4) 55-0574415 |(5) 31-1553606 |(6) 55-0700300 |SUNRISE CONSTRUCTION COMPANY|R & S CONSTRUCTION |A.L.L. CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 636006-001 25.000 DA | 420.00000 10500.00| 450.00000 11250.00| 400.00000 10000.00 PILOT TRUCK AND DRIVER | | | 0100 636011-001 5040.000 UN | 2.36000 11894.40| 1.25000 6300.00| 1.00000 5040.00 TRAFFIC CONTROL DEVICE | | | 0105 636014-001 1200.000 HR | 29.38000 35256.00| 38.00000 45600.00| 36.00000 43200.00 FLAGGER | | | 0110 639001-001 LUMP| 9900.00000 9900.00| 5000.00000 5000.00| 6000.00000 6000.00 CONSTRUCTION LAYOUT STAKE | | | 0115 642013-001 LUMP| 2300.00000 2300.00| 5000.00000 5000.00| 3000.00000 3000.00 TEMPORARY POLLUTION CONTROL | | | 0120 663001-004 3274.000 LF | 0.22000 720.28| 0.70000 2291.80| 0.50000 1637.00 EDGE LINE, TYPE II | | | 0125 663003-005 4850.000 LF | 0.22000 1067.00| 0.70000 3395.00| 0.50000 2425.00 BARRIER LINE, TYPE II | | | 0130 663004-004 100.000 LF | 0.22000 22.00| 1.25000 125.00| 1.10000 110.00 CHANNELIZING LINE, TYPE II | | | 0135 663005-010 12.000 LF | 9.28000 111.36| 15.00000 180.00| 15.00000 180.00 STOP LINE, TYPE V | | | 0140 663007-010 807.000 LF | 2.32000 1872.24| 6.50000 5245.50| 6.00000 4842.00 STRIPE, TYPE V | | | 0145 663010-010 2.000 EA | 197.20000 394.40| 200.00000 400.00| 200.00000 400.00 LANE ARROW, TYPE V | | | 0150 663011-010 4.000 EA | 69.60000 278.40| 100.00000 400.00| 75.00000 300.00 LANE LETTER, TYPE V | | | 0155 307001-001 AA1 1775.000 TN | 17.02000 30210.50| 20.00000 35500.00| 19.00000 33725.00 AGGREGATE BASE COURSE STONE OR GRAVEL, | | | CLASS 1 | | | 0160 307001-002 AA2 1615.000 TN | | | AGGREGATE BASE COURSE SLAG, CLASS 1 | | | 0165 308001-001 BB1 370.000 TN | 18.27000 6759.90| 20.00000 7400.00| 25.00000 9250.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0170 308001-002 BB2 336.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0175 401001-001 CC1 405.000 TN | 51.70000 20938.50| 65.00000 26325.00| 52.00000 21060.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL, TYPE 1 | | | 0180 401001-002 CC2 365.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG, TYPE | | | 1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9931604 COUNTIES : BARBOUR LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(4) 55-0574415 |(5) 31-1553606 |(6) 55-0700300 |SUNRISE CONSTRUCTION COMPANY|R & S CONSTRUCTION |A.L.L. CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 402001-001 DD1 360.000 TN | 67.39000 24260.40| 60.00000 21600.00| 60.00000 21600.00 HOT-MIX ASPHALT SKID RESISTANT PAVEMENT,| | | STONE OR GRAVEL, TYPE 1 | | | 0190 402001-002 DD2 328.000 TN | | | HOT-MIX ASPHALT SKID RESISTANT PAVEMENT,| | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 340,199.23| $ 377,113.30| $ 384,242.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 340,199.23| $ 377,113.30| $ 384,242.75 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9931604 COUNTIES : BARBOUR LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(7) 55-0328627 |(8) 55-0640963 |(9) 31-1527447 |J. F. ALLEN COMPANY |LAURITA EXCAVATING, INC. |MOUNTAINEER GRADING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADD LEFT TURN LANE, IMPROVE SIGHT, DR, GDRL | | | 0005 201001-000 1.000 LS | 17800.00000 17800.00| 10000.00000 10000.00| 2700.00000 2700.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 10000.00000 10000.00| 51000.00000 51000.00| 13947.75000 13947.75 MOBILIZATION | | | 0015 207001-001 4948.000 CY | 12.90000 63829.20| 10.00000 49480.00| 12.00000 59376.00 UNCLASSIFIED EXCAVATION | | | 0020 211002-000 3477.000 CY | 34.95000 121521.15| 35.00000 121695.00| 38.00000 132126.00 ROCK BORROW EXCAVATION | | | 0025 211008-000 15.000 TN | 50.00000 750.00| 25.00000 375.00| 38.00000 570.00 ROCK BORROW EXCAVATION | | | 0030 229001-000 0.300 MI | 100.00000 30.00| 5000.00000 1500.00| 9000.00000 2700.00 SHOULDER AND DITCH | | | 0035 408002-001 190.000 GA | 5.00000 950.00| 1.10000 209.00| 26.50000 5035.00 BITUMINOUS MATERIAL | | | 0040 409002-001 1075.000 GA | 1.25000 1343.75| 1.20000 1290.00| 2.00000 2150.00 BITUMINOUS MATERIAL | | | 0045 604001-010 75.000 LF | 61.00000 4575.00| 35.00000 2625.00| 62.00000 4650.00 12 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0050 604001-020 30.000 LF | 110.00000 3300.00| 55.00000 1650.00| 50.00000 1500.00 24 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0055 604037-016 40.000 LF | 160.00000 6400.00| 42.00000 1680.00| 84.00000 3360.00 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0060 605009-001 2.000 EA | 2490.00000 4980.00| 1800.00000 3600.00| 1750.00000 3500.00 TYPE G INLET | | | 0065 605050-001 1.000 EA | 500.00000 500.00| 1200.00000 1200.00| 225.00000 225.00 ADJUST CONCRETE HEADWALL | | | 0070 607001-001 637.500 LF | 11.50000 7331.25| 11.40000 7267.50| 12.50000 7968.75 TYPE 1 GUARDRAIL, CLASS I | | | 0075 607010-020 587.500 LF | 2.20000 1292.50| 3.00000 1762.50| 3.00000 1762.50 GUARDRAIL REMOVAL | | | 0080 607028-006 4.000 EA | 90.00000 360.00| 100.00000 400.00| 211.75000 847.00 MELT REMOVED AND STORED | | | 0085 607065-001 4.000 EA | 1400.00000 5600.00| 1400.00000 5600.00| 1482.25000 5929.00 FLARED END TERMINAL | | | 0090 610005-002 180.000 LF | 20.00000 3600.00| 12.00000 2160.00| 16.00000 2880.00 BITUMINOUS CURB, TYPE II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9931604 COUNTIES : BARBOUR LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(7) 55-0328627 |(8) 55-0640963 |(9) 31-1527447 |J. F. ALLEN COMPANY |LAURITA EXCAVATING, INC. |MOUNTAINEER GRADING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 636006-001 25.000 DA | 400.00000 10000.00| 425.00000 10625.00| 598.16000 14954.00 PILOT TRUCK AND DRIVER | | | 0100 636011-001 5040.000 UN | 1.05000 5292.00| 1.05000 5292.00| 1.25000 6300.00 TRAFFIC CONTROL DEVICE | | | 0105 636014-001 1200.000 HR | 40.00000 48000.00| 40.00000 48000.00| 30.00000 36000.00 FLAGGER | | | 0110 639001-001 LUMP| 7800.00000 7800.00| 15000.00000 15000.00| 37664.00000 37664.00 CONSTRUCTION LAYOUT STAKE | | | 0115 642013-001 LUMP| 5000.00000 5000.00| 3000.00000 3000.00| 3750.00000 3750.00 TEMPORARY POLLUTION CONTROL | | | 0120 663001-004 3274.000 LF | 0.45000 1473.30| 0.45000 1473.30| 0.50000 1637.00 EDGE LINE, TYPE II | | | 0125 663003-005 4850.000 LF | 0.45000 2182.50| 0.45000 2182.50| 0.42000 2037.00 BARRIER LINE, TYPE II | | | 0130 663004-004 100.000 LF | 1.05000 105.00| 1.10000 110.00| 1.06000 106.00 CHANNELIZING LINE, TYPE II | | | 0135 663005-010 12.000 LF | 12.60000 151.20| 13.00000 156.00| 12.75000 153.00 STOP LINE, TYPE V | | | 0140 663007-010 807.000 LF | 6.15000 4963.05| 6.25000 5043.75| 6.00000 4842.00 STRIPE, TYPE V | | | 0145 663010-010 2.000 EA | 183.75000 367.50| 200.00000 400.00| 200.00000 400.00 LANE ARROW, TYPE V | | | 0150 663011-010 4.000 EA | 68.25000 273.00| 75.00000 300.00| 70.00000 280.00 LANE LETTER, TYPE V | | | 0155 307001-001 AA1 1775.000 TN | 16.75000 29731.25| 18.00000 31950.00| 18.00000 31950.00 AGGREGATE BASE COURSE STONE OR GRAVEL, | | | CLASS 1 | | | 0160 307001-002 AA2 1615.000 TN | | | AGGREGATE BASE COURSE SLAG, CLASS 1 | | | 0165 308001-001 BB1 370.000 TN | 18.00000 6660.00| 30.00000 11100.00| 17.00000 6290.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0170 308001-002 BB2 336.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0175 401001-001 CC1 405.000 TN | 41.00000 16605.00| 51.00000 20655.00| 50.00000 20250.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL, TYPE 1 | | | 0180 401001-002 CC2 365.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG, TYPE | | | 1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9931604 COUNTIES : BARBOUR LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(7) 55-0328627 |(8) 55-0640963 |(9) 31-1527447 |J. F. ALLEN COMPANY |LAURITA EXCAVATING, INC. |MOUNTAINEER GRADING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 402001-001 DD1 360.000 TN | 48.00000 17280.00| 58.00000 20880.00| 63.50000 22860.00 HOT-MIX ASPHALT SKID RESISTANT PAVEMENT,| | | STONE OR GRAVEL, TYPE 1 | | | 0190 402001-002 DD2 328.000 TN | | | HOT-MIX ASPHALT SKID RESISTANT PAVEMENT,| | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 410,046.65| $ 439,661.55| $ 440,700.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 410,046.65| $ 439,661.55| $ 440,700.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9931604 COUNTIES : BARBOUR LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(10) 55-0756636 |(11) 55-0771868 | |JIM CONSTRUCTION, INC. |JA GOLDIZEN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADD LEFT TURN LANE, IMPROVE SIGHT, DR, GDRL | | | 0005 201001-000 1.000 LS | 20000.00000 20000.00| 20000.00000 20000.00| CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 15000.00000 15000.00| 20000.00000 20000.00| MOBILIZATION | | | 0015 207001-001 4948.000 CY | 8.25000 40821.00| 12.50000 61850.00| UNCLASSIFIED EXCAVATION | | | 0020 211002-000 3477.000 CY | 45.15000 156986.55| 41.00000 142557.00| ROCK BORROW EXCAVATION | | | 0025 211008-000 15.000 TN | 681.00000 10215.00| 30.00000 450.00| ROCK BORROW EXCAVATION | | | 0030 229001-000 0.300 MI | 11075.00000 3322.50| 30000.00000 9000.00| SHOULDER AND DITCH | | | 0035 408002-001 190.000 GA | 2.30000 437.00| 30.00000 5700.00| BITUMINOUS MATERIAL | | | 0040 409002-001 1075.000 GA | 2.30000 2472.50| 2.50000 2687.50| BITUMINOUS MATERIAL | | | 0045 604001-010 75.000 LF | 66.70000 5002.50| 70.00000 5250.00| 12 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0050 604001-020 30.000 LF | 76.20000 2286.00| 80.00000 2400.00| 24 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0055 604037-016 40.000 LF | 85.00000 3400.00| 150.00000 6000.00| 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0060 605009-001 2.000 EA | 2052.00000 4104.00| 2000.00000 4000.00| TYPE G INLET | | | 0065 605050-001 1.000 EA | 1000.00000 1000.00| 2000.00000 2000.00| ADJUST CONCRETE HEADWALL | | | 0070 607001-001 637.500 LF | 12.00000 7650.00| 12.00000 7650.00| TYPE 1 GUARDRAIL, CLASS I | | | 0075 607010-020 587.500 LF | 2.30000 1351.25| 2.30000 1351.25| GUARDRAIL REMOVAL | | | 0080 607028-006 4.000 EA | 86.25000 345.00| 87.00000 348.00| MELT REMOVED AND STORED | | | 0085 607065-001 4.000 EA | 1466.00000 5864.00| 1475.00000 5900.00| FLARED END TERMINAL | | | 0090 610005-002 180.000 LF | 25.76000 4636.80| 10.00000 1800.00| BITUMINOUS CURB, TYPE II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 001 -12 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9931604 COUNTIES : BARBOUR LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(10) 55-0756636 |(11) 55-0771868 | |JIM CONSTRUCTION, INC. |JA GOLDIZEN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 636006-001 25.000 DA | 500.00000 12500.00| 300.00000 7500.00| PILOT TRUCK AND DRIVER | | | 0100 636011-001 5040.000 UN | 1.20000 6048.00| 1.15000 5796.00| TRAFFIC CONTROL DEVICE | | | 0105 636014-001 1200.000 HR | 38.00000 45600.00| 36.00000 43200.00| FLAGGER | | | 0110 639001-001 LUMP| 8000.00000 8000.00| 30000.00000 30000.00| CONSTRUCTION LAYOUT STAKE | | | 0115 642013-001 LUMP| 5000.00000 5000.00| 3500.00000 3500.00| TEMPORARY POLLUTION CONTROL | | | 0120 663001-004 3274.000 LF | 0.45000 1473.30| 0.46000 1506.04| EDGE LINE, TYPE II | | | 0125 663003-005 4850.000 LF | 0.45000 2182.50| 0.46000 2231.00| BARRIER LINE, TYPE II | | | 0130 663004-004 100.000 LF | 1.20000 120.00| 1.15000 115.00| CHANNELIZING LINE, TYPE II | | | 0135 663005-010 12.000 LF | 14.00000 168.00| 13.80000 165.60| STOP LINE, TYPE V | | | 0140 663007-010 807.000 LF | 6.70000 5406.90| 6.73000 5431.11| STRIPE, TYPE V | | | 0145 663010-010 2.000 EA | 201.00000 402.00| 201.25000 402.50| LANE ARROW, TYPE V | | | 0150 663011-010 4.000 EA | 75.00000 300.00| 74.75000 299.00| LANE LETTER, TYPE V | | | 0155 307001-001 AA1 1775.000 TN | 22.30000 39582.50| 30.00000 53250.00| AGGREGATE BASE COURSE STONE OR GRAVEL, | | | CLASS 1 | | | 0160 307001-002 AA2 1615.000 TN | | | AGGREGATE BASE COURSE SLAG, CLASS 1 | | | 0165 308001-001 BB1 370.000 TN | 22.50000 8325.00| 20.00000 7400.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0170 308001-002 BB2 336.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0175 401001-001 CC1 405.000 TN | 65.60000 26568.00| 52.00000 21060.00| HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL, TYPE 1 | | | 0180 401001-002 CC2 365.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG, TYPE | | | 1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 001 -13 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9931604 COUNTIES : BARBOUR LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(10) 55-0756636 |(11) 55-0771868 | |JIM CONSTRUCTION, INC. |JA GOLDIZEN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 402001-001 DD1 360.000 TN | 77.85000 28026.00| 65.00000 23400.00| HOT-MIX ASPHALT SKID RESISTANT PAVEMENT,| | | STONE OR GRAVEL, TYPE 1 | | | 0190 402001-002 DD2 328.000 TN | | | HOT-MIX ASPHALT SKID RESISTANT PAVEMENT,| | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 474,596.30| $ 504,200.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 474,596.30| $ 504,200.00| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 9825310 COUNTIES : HARRISON LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : SALEM RAILROAD BRIDGE PROJECT(S) : S317-0050/75-000.06 00 LOCATION: SALEM FK, 0.06 MI E CO 50/73 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0481221 MOUNTAINEER CONTRACTORS, INC. & SUBSIDIARY $ 153,351.00 100.0000% 2 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 154,475.00 100.7329% 3 55-0771868 JA GOLDIZEN, INC. $ 158,560.20 103.3969% 4 55-0700300 A.L.L. CONSTRUCTION, INC. $ 166,389.00 108.5020% 5 25-1488575 LONE PINE CONSTRUCTION, INC. $ 167,115.75 108.9759% 6 55-0674033 SMH CONSTRUCTION CO., INC. $ 176,070.76 114.8155% 7 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 178,715.60 116.5402% 8 55-0756636 JIM CONSTRUCTION, INC. $ 220,362.55 143.6981% 9 55-0640963 LAURITA EXCAVATING, INC. $ 245,973.50 160.3990% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9825310 COUNTIES : HARRISON LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 62-1345425 |(3) 55-0771868 |MOUNTAINEER CONTRACTORS, INC|BILCO CONSTRUCTION COMPANY, |JA GOLDIZEN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SALEM RR BR | | | 0005 201001-000 1.000 LS | 15000.00000 15000.00| 1500.00000 1500.00| 5000.00000 5000.00 CLEARING AND GRUBBING | | | 0010 203001-000 LUMP| 9723.50000 9723.50| 21500.00000 21500.00| 16000.00000 16000.00 DISMANTLING STRUCTURE | | | 0015 204001-000 LUMP| 2000.00000 2000.00| 5000.00000 5000.00| 10000.00000 10000.00 MOBILIZATION | | | 0020 207001-001 49.000 CY | 20.00000 980.00| 15.00000 735.00| 20.00000 980.00 UNCLASSIFIED EXCAVATION | | | 0025 207034-000 373.000 SY | 0.90000 335.70| 2.00000 746.00| 2.25000 839.25 FABRIC FOR SEPARATION | | | 0030 211001-000 393.000 CY | 60.00000 23580.00| 24.00000 9432.00| 40.00000 15720.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 307001-000 67.000 CY | 60.00000 4020.00| 42.00000 2814.00| 37.00000 2479.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0040 409002-001 171.000 GA | 0.50000 85.50| 1.00000 171.00| 1.00000 171.00 BITUMINOUS MATERIAL | | | 0045 604001-016 46.000 LF | 40.00000 1840.00| 60.00000 2760.00| 70.00000 3220.00 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0050 604074-174 31.500 LF | 2300.00000 72450.00| 2356.00000 74214.00| 2200.00000 69300.00 126X296 INCH ALUMINUM BOX CULVERT, QQ | | | 0055 605004-001 1.000 EA | 1400.00000 1400.00| 2000.00000 2000.00| 1750.00000 1750.00 TYPE B INLET | | | 0060 605009-001 1.000 EA | 1400.00000 1400.00| 3000.00000 3000.00| 1750.00000 1750.00 TYPE G INLET | | | 0065 607001-001 187.500 LF | 19.50000 3656.25| 22.00000 4125.00| 20.50000 3843.75 TYPE 1 GUARDRAIL, CLASS III | | | 0070 610001-001 59.000 LF | 70.00000 4130.00| 60.00000 3540.00| 50.00000 2950.00 PLAIN CONCRETE CURBING, TYPE I | | | 0075 636011-001 1350.000 UN | 1.00000 1350.00| 0.75000 1012.50| 1.60000 2160.00 TRAFFIC CONTROL DEVICE | | | 0080 636012-010 1.000 EA | 0.01000 0.01| 0.50000 0.50| 10.00000 10.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0085 636013-001 4.000 EA | 0.01000 0.04| 0.25000 1.00| 10.00000 40.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0090 636025-001 360.000 DA | 1.25000 450.00| 0.90000 324.00| 0.57000 205.20 WARNING LIGHTS, TYPE A | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9825310 COUNTIES : HARRISON LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 62-1345425 |(3) 55-0771868 |MOUNTAINEER CONTRACTORS, INC|BILCO CONSTRUCTION COMPANY, |JA GOLDIZEN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 636025-001 180.000 DA | 1.25000 225.00| 2.00000 360.00| 1.65000 297.00 WARNING LIGHTS, TYPE B | | | 0100 638002-001 7.000 EA | 75.00000 525.00| 100.00000 700.00| 75.00000 525.00 RIGHT OF WAY MARKER | | | 0105 639001-001 LUMP| 2000.00000 2000.00| 7500.00000 7500.00| 7500.00000 7500.00 CONSTRUCTION LAYOUT STAKE | | | 0110 640005-001 9.000 MO | 100.00000 900.00| 300.00000 2700.00| 100.00000 900.00 MINIMAL FIELD OFFICE | | | 0115 642014-001 LUMP| 100.00000 100.00| 100.00000 100.00| 3000.00000 3000.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECT | | | 0120 401001-001 AA1 48.000 TN | 100.00000 4800.00| 160.00000 7680.00| 155.00000 7440.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL, TYPE II | | | 0125 401001-002 AA2 44.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG, TYPE | | | II | | | 0130 401002-001 BB1 16.000 TN | 150.00000 2400.00| 160.00000 2560.00| 155.00000 2480.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL, TYPE I | | | 0135 401002-002 BB2 15.000 TN | | | HOT-MIX ASPHALT WEARING COURSE, SLAG, | | | TYPE I | | | SECTION TOTALS | $ 153,351.00| $ 154,475.00| $ 158,560.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 153,351.00| $ 154,475.00| $ 158,560.20 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9825310 COUNTIES : HARRISON LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0700300 |(5) 25-1488575 |(6) 55-0674033 |A.L.L. CONSTRUCTION, INC. |LONE PINE CONSTRUCTION, INC.|SMH CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SALEM RR BR | | | 0005 201001-000 1.000 LS | 15000.00000 15000.00| 1500.00000 1500.00| 2500.00000 2500.00 CLEARING AND GRUBBING | | | 0010 203001-000 LUMP| 15000.00000 15000.00| 8000.00000 8000.00| 5400.00000 5400.00 DISMANTLING STRUCTURE | | | 0015 204001-000 LUMP| 40000.00000 40000.00| 8030.00000 8030.00| 9800.00000 9800.00 MOBILIZATION | | | 0020 207001-001 49.000 CY | 20.00000 980.00| 20.00000 980.00| 15.80000 774.20 UNCLASSIFIED EXCAVATION | | | 0025 207034-000 373.000 SY | 2.00000 746.00| 3.00000 1119.00| 1.00000 373.00 FABRIC FOR SEPARATION | | | 0030 211001-000 393.000 CY | 35.00000 13755.00| 37.00000 14541.00| 47.45000 18647.85 UNCLASSIFIED BORROW EXCAVATION | | | 0035 307001-000 67.000 CY | 40.00000 2680.00| 50.00000 3350.00| 51.45000 3447.15 AGGREGATE BASE COURSE, CLASS 1 | | | 0040 409002-001 171.000 GA | 3.00000 513.00| 1.00000 171.00| 0.01000 1.71 BITUMINOUS MATERIAL | | | 0045 604001-016 46.000 LF | 80.00000 3680.00| 84.00000 3864.00| 66.85000 3075.10 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0050 604074-174 31.500 LF | 1375.00000 43312.50| 2655.00000 83632.50| 2736.50000 86199.75 126X296 INCH ALUMINUM BOX CULVERT, QQ | | | 0055 605004-001 1.000 EA | 2500.00000 2500.00| 1200.00000 1200.00| 2271.45000 2271.45 TYPE B INLET | | | 0060 605009-001 1.000 EA | 2500.00000 2500.00| 1200.00000 1200.00| 2415.75000 2415.75 TYPE G INLET | | | 0065 607001-001 187.500 LF | 25.00000 4687.50| 23.50000 4406.25| 30.20000 5662.50 TYPE 1 GUARDRAIL, CLASS III | | | 0070 610001-001 59.000 LF | 50.00000 2950.00| 51.00000 3009.00| 46.80000 2761.20 PLAIN CONCRETE CURBING, TYPE I | | | 0075 636011-001 1350.000 UN | 2.00000 2700.00| 1.70000 2295.00| 1.65000 2227.50 TRAFFIC CONTROL DEVICE | | | 0080 636012-010 1.000 EA | 1.00000 1.00| 360.00000 360.00| 101.00000 101.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0085 636013-001 4.000 EA | 1.00000 4.00| 8.50000 34.00| 1.00000 4.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0090 636025-001 360.000 DA | 2.00000 720.00| 0.65000 234.00| 0.60000 216.00 WARNING LIGHTS, TYPE A | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 002 -5 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9825310 COUNTIES : HARRISON LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0700300 |(5) 25-1488575 |(6) 55-0674033 |A.L.L. CONSTRUCTION, INC. |LONE PINE CONSTRUCTION, INC.|SMH CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 636025-001 180.000 DA | 2.00000 360.00| 2.00000 360.00| 1.75000 315.00 WARNING LIGHTS, TYPE B | | | 0100 638002-001 7.000 EA | 100.00000 700.00| 100.00000 700.00| 63.55000 444.85 RIGHT OF WAY MARKER | | | 0105 639001-001 LUMP| 3000.00000 3000.00| 4000.00000 4000.00| 3745.00000 3745.00 CONSTRUCTION LAYOUT STAKE | | | 0110 640005-001 9.000 MO | 100.00000 900.00| 750.00000 6750.00| 1398.75000 12588.75 MINIMAL FIELD OFFICE | | | 0115 642014-001 LUMP| 2500.00000 2500.00| 6500.00000 6500.00| 2235.00000 2235.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECT | | | 0120 401001-001 AA1 48.000 TN | 100.00000 4800.00| 170.00000 8160.00| 169.75000 8148.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL, TYPE II | | | 0125 401001-002 AA2 44.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG, TYPE | | | II | | | 0130 401002-001 BB1 16.000 TN | 150.00000 2400.00| 170.00000 2720.00| 169.75000 2716.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL, TYPE I | | | 0135 401002-002 BB2 15.000 TN | | | HOT-MIX ASPHALT WEARING COURSE, SLAG, | | | TYPE I | | | SECTION TOTALS | $ 166,389.00| $ 167,115.75| $ 176,070.76 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 166,389.00| $ 167,115.75| $ 176,070.76 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 002 -6 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9825310 COUNTIES : HARRISON LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 55-0710073 |(8) 55-0756636 |(9) 55-0640963 |TEAYS RIVER CONSTRUCTION COM|JIM CONSTRUCTION, INC. |LAURITA EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SALEM RR BR | | | 0005 201001-000 1.000 LS | 10000.00000 10000.00| 18000.00000 18000.00| 5000.00000 5000.00 CLEARING AND GRUBBING | | | 0010 203001-000 LUMP| 10000.00000 10000.00| 11000.00000 11000.00| 10000.00000 10000.00 DISMANTLING STRUCTURE | | | 0015 204001-000 LUMP| 9493.39000 9493.39| 15000.00000 15000.00| 15000.00000 15000.00 MOBILIZATION | | | 0020 207001-001 49.000 CY | 23.00000 1127.00| 32.00000 1568.00| 50.00000 2450.00 UNCLASSIFIED EXCAVATION | | | 0025 207034-000 373.000 SY | 2.00000 746.00| 1.85000 690.05| 1.00000 373.00 FABRIC FOR SEPARATION | | | 0030 211001-000 393.000 CY | 60.00000 23580.00| 64.00000 25152.00| 15.00000 5895.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 307001-000 67.000 CY | 75.00000 5025.00| 84.00000 5628.00| 40.00000 2680.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0040 409002-001 171.000 GA | 0.01000 1.71| 1.00000 171.00| 1.00000 171.00 BITUMINOUS MATERIAL | | | 0045 604001-016 46.000 LF | 70.00000 3220.00| 101.00000 4646.00| 50.00000 2300.00 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0050 604074-174 31.500 LF | 2800.00000 88200.00| 3069.00000 96673.50| 4800.00000 151200.00 126X296 INCH ALUMINUM BOX CULVERT, QQ | | | 0055 605004-001 1.000 EA | 1800.00000 1800.00| 2100.00000 2100.00| 1600.00000 1600.00 TYPE B INLET | | | 0060 605009-001 1.000 EA | 2000.00000 2000.00| 2162.00000 2162.00| 1800.00000 1800.00 TYPE G INLET | | | 0065 607001-001 187.500 LF | 30.00000 5625.00| 23.00000 4312.50| 32.00000 6000.00 TYPE 1 GUARDRAIL, CLASS III | | | 0070 610001-001 59.000 LF | 45.00000 2655.00| 54.00000 3186.00| 28.00000 1652.00 PLAIN CONCRETE CURBING, TYPE I | | | 0075 636011-001 1350.000 UN | 0.01000 13.50| 1.65000 2227.50| 1.45000 1957.50 TRAFFIC CONTROL DEVICE | | | 0080 636012-010 1.000 EA | 100.00000 100.00| 345.00000 345.00| 300.00000 300.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0085 636013-001 4.000 EA | 5.00000 20.00| 10.00000 40.00| 1.00000 4.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0090 636025-001 360.000 DA | 0.50000 180.00| 0.60000 216.00| 0.55000 198.00 WARNING LIGHTS, TYPE A | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 002 -7 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9825310 COUNTIES : HARRISON LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 55-0710073 |(8) 55-0756636 |(9) 55-0640963 |TEAYS RIVER CONSTRUCTION COM|JIM CONSTRUCTION, INC. |LAURITA EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 636025-001 180.000 DA | 1.50000 270.00| 1.75000 315.00| 1.60000 288.00 WARNING LIGHTS, TYPE B | | | 0100 638002-001 7.000 EA | 50.00000 350.00| 150.00000 1050.00| 275.00000 1925.00 RIGHT OF WAY MARKER | | | 0105 639001-001 LUMP| 1000.00000 1000.00| 3000.00000 3000.00| 7000.00000 7000.00 CONSTRUCTION LAYOUT STAKE | | | 0110 640005-001 9.000 MO | 1.00000 9.00| 1000.00000 9000.00| 1500.00000 13500.00 MINIMAL FIELD OFFICE | | | 0115 642014-001 LUMP| 500.00000 500.00| 3000.00000 3000.00| 7000.00000 7000.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECT | | | 0120 401001-001 AA1 48.000 TN | 200.00000 9600.00| 170.00000 8160.00| 120.00000 5760.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL, TYPE II | | | 0125 401001-002 AA2 44.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG, TYPE | | | II | | | 0130 401002-001 BB1 16.000 TN | 200.00000 3200.00| 170.00000 2720.00| 120.00000 1920.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL, TYPE I | | | 0135 401002-002 BB2 15.000 TN | | | HOT-MIX ASPHALT WEARING COURSE, SLAG, | | | TYPE I | | | SECTION TOTALS | $ 178,715.60| $ 220,362.55| $ 245,973.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 178,715.60| $ 220,362.55| $ 245,973.50 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 9715020R1 COUNTIES : HARDY LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : CORRIDOR H, WV55 N CO 23/4 - S CO 8 PROJECT(S) : X316-000H/00-109.32 04 0APD 0484 131 CTC LOCATION: N CO 23/4 - 1.3 MI S CO 8 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 61-0874665 ELMO GREER & SONS, LLC $ 9,864,718.36 100.0000% 2 55-0575884 GROUND BREAKERS, INC. $ 9,875,709.60 100.1114% 3 25-1428005 CAST & BAKER CORPORATION $ 9,975,450.83 101.1225% 4 55-0345840 VECELLIO & GROGAN, INC. $ 10,206,356.76 103.4632% 5 62-1805448 ODOM CONSTRUCTION, L.L.C. $ 10,297,760.93 104.3898% 6 55-0328627 J. F. ALLEN COMPANY $ 10,344,227.09 104.8608% 7 55-0461872 POLINO CONTRACTING, INC. $ 11,859,675.11 120.2231% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9715020R1 COUNTIES : HARDY LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 61-0874665 |(2) 55-0575884 |(3) 25-1428005 |ELMO GREER & SONS, LLC |GROUND BREAKERS, INC. |CAST & BAKER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 390500.00000 390500.00| 720000.00000 720000.00| 245000.00000 245000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 336000.00000 336000.00| 300000.00000 300000.00| 200000.00000 200000.00 MOBILIZATION | | | 0015 207001-001 1527825.000 M3 | 3.35000 5118213.75| 3.16000 4827927.00| 3.40000 5194605.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 6019.000 M3 | 32.50000 195617.50| 32.00000 192608.00| 35.00000 210665.00 SUBGRADE | | | 0025 207034-000 65723.000 M2 | 1.20000 78867.60| 1.10000 72295.30| 1.10000 72295.30 FABRIC FOR SEPARATION | | | 0030 218003-000 126.300 M3 | 125.00000 15787.50| 195.00000 24628.50| 300.00000 37890.00 GABION | | | 0035 307001-001 3194.000 MGR | 15.00000 47910.00| 19.00000 60686.00| 38.00000 121372.00 AGGREGATE BASE COURSE STONE OR GRAVEL, | | | CLASS I | | | 0040 311006-001 4477.000 M3 | 81.23000 363666.71| 67.00000 299959.00| 75.00000 335775.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0045 409002-001 23302.000 L | 0.45000 10485.90| 0.50000 11651.00| 0.65000 15146.30 BITUMINOUS MATERIAL | | | 0050 601002-001 35.700 M3 | 1150.00000 41055.00| 1400.00000 49980.00| 1550.00000 55335.00 CLASS B CONCRETE | | | 0055 604009-028 1.000 EA | 717.00000 717.00| 800.00000 800.00| 1500.00000 1500.00 1200 MM CORRUGATED STEEL PIPE END | | | SECTION | | | 0060 604019-034 144.500 M | 1244.00000 179758.00| 1250.00000 180625.00| 1150.00000 166175.00 1650 MM FULL BITUMINOUS COATED AND | | | FIELD PAVED STRUCTURAL PLATE PIPE, D6 | | | 0065 604037-020 91.500 M | 165.00000 15097.50| 125.00000 11437.50| 165.00000 15097.50 600 MM REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0070 604037-022 48.500 M | 209.00000 10136.50| 180.00000 8730.00| 190.00000 9215.00 750 MM REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0075 604037-024 199.500 M | 252.00000 50274.00| 200.00000 39900.00| 255.00000 50872.50 900 MM REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0080 604037-026 26.500 M | 308.00000 8162.00| 275.00000 7287.50| 300.00000 7950.00 1050 MM REINFORCED CONCRETE PIPE, CLASS | | | II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9715020R1 COUNTIES : HARDY LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 61-0874665 |(2) 55-0575884 |(3) 25-1428005 |ELMO GREER & SONS, LLC |GROUND BREAKERS, INC. |CAST & BAKER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0084 604076-028 196.000 M | 267.00000 52332.00| 205.00000 40180.00| 340.00000 66640.00 1200 MM ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B5 | | | 0085 604076-028 133.000 M | 321.00000 42693.00| 260.00000 34580.00| 390.00000 51870.00 1200 MM ALUMINUM COATED CORRUGATED | | | STEEL PIPE, D2 | | | 0090 605009-001 14.000 EA | 2450.00000 34300.00| 1800.00000 25200.00| 2500.00000 35000.00 TYPE G INLET | | | 0095 605009-001 1.000 EA | 3500.00000 3500.00| 4500.00000 4500.00| 5000.00000 5000.00 TYPE G INLET MODIFIED | | | 0100 606022-001 35.800 M3 | 30.00000 1074.00| 50.00000 1790.00| 50.00000 1790.00 CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 0105 606025-004 104.000 M | 20.00000 2080.00| 26.00000 2704.00| 35.00000 3640.00 150 MM UNDERDRAIN PIPE | | | 0110 606029-001 3744.000 M | 18.00000 67392.00| 30.00000 112320.00| 28.00000 104832.00 FREE DRAINING BASE TRENCH | | | 0115 606030-001 254.100 M | 10.00000 2541.00| 40.00000 10164.00| 65.00000 16516.50 OUTLET PIPE | | | 0120 607001-001 3113.000 M | 28.00000 87164.00| 31.00000 96503.00| 30.00000 93390.00 TYPE 1 GUARDRAIL, CLASS I | | | 0124 607025-001 1.000 EA | 400.00000 400.00| 290.00000 290.00| 450.00000 450.00 CUT SLOPE TERMINAL, TYPE A | | | 0125 607025-001 5.000 EA | 450.00000 2250.00| 400.00000 2000.00| 500.00000 2500.00 CUT SLOPE TERMINAL, TYPE B | | | 0130 607030-001 17.000 EA | 390.00000 6630.00| 500.00000 8500.00| 405.00000 6885.00 SPECIAL TRAILING END TERMINAL | | | 0135 607065-001 4.000 EA | 1300.00000 5200.00| 1400.00000 5600.00| 1350.00000 5400.00 FLARED END TERMINAL | | | 0140 608002-001 4241.000 M | 33.50000 142073.50| 45.00000 190845.00| 35.25000 149495.25 1.19 M RIGHT OF WAY FENCE, FARM FIELD | | | 0145 608003-001 249.000 M | 53.00000 13197.00| 33.00000 8217.00| 56.00000 13944.00 1.19 M TEMPORARY FENCE | | | 0150 633001-001 524.800 M2 | 91.00000 47756.80| 95.00000 49856.00| 100.00000 52480.00 CONCRETE GUTTER | | | 0151 633003-001 134.800 M3 | 20.00000 2696.00| 35.00000 4718.00| 100.00000 13480.00 DUMPED ROCK GUTTER | | | 0155 636011-001 9590.000 UN | 0.95000 9110.50| 1.60000 15344.00| 1.00000 9590.00 TRAFFIC CONTROL DEVICE | | | 0160 636012-010 2.000 EA | 350.00000 700.00| 400.00000 800.00| 375.00000 750.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9715020R1 COUNTIES : HARDY LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 61-0874665 |(2) 55-0575884 |(3) 25-1428005 |ELMO GREER & SONS, LLC |GROUND BREAKERS, INC. |CAST & BAKER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0165 636013-001 100.000 EA | 5.00000 500.00| 6.00000 600.00| 6.00000 600.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0170 636014-001 600.000 HR | 35.00000 21000.00| 40.00000 24000.00| 35.00000 21000.00 FLAGGER | | | 0175 636025-001 9130.000 DA | 0.50000 4565.00| 1.00000 9130.00| 0.60000 5478.00 WARNING LIGHTS, TYPE A | | | 0180 636025-001 5510.000 DA | 1.50000 8265.00| 2.00000 11020.00| 1.50000 8265.00 WARNING LIGHTS, TYPE B | | | 0185 637001-001 15829.000 M3 | 3.00000 47487.00| 2.00000 31658.00| 4.00000 63316.00 WATER FOR DUST PALLIATIVE | | | 0190 638002-001 111.000 EA | 75.00000 8325.00| 100.00000 11100.00| 150.00000 16650.00 RIGHT OF WAY MARKER | | | 0195 638003-001 27.000 EA | 100.00000 2700.00| 175.00000 4725.00| 150.00000 4050.00 SURVEY MARKER | | | 0200 639001-001 LUMP| 160000.00000 160000.00| 200000.00000 200000.00| 150000.00000 150000.00 CONSTRUCTION LAYOUT STAKE | | | 0205 640001-001 9.000 MO | 2000.00000 18000.00| 3000.00000 27000.00| 5000.00000 45000.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0210 640003-001 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 7000.00000 7000.00 BUILDING EQUIPMENT | | | 0212 640004-001 LUMP| 4000.00000 4000.00| 6000.00000 6000.00| 5000.00000 5000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | 0215 642001-001 2490.000 M | 0.75000 1867.50| 1.00000 2490.00| 1.00000 2490.00 TEMPORARY BERM | | | 0220 642002-001 184.000 M | 45.00000 8280.00| 40.00000 7360.00| 50.00000 9200.00 SLOPE DRAIN | | | 0225 642031-001 299.000 EA | 135.00000 40365.00| 25.00000 7475.00| 125.00000 37375.00 DITCH CHECK | | | 0230 642032-001 7.000 EA | 1100.00000 7700.00| 500.00000 3500.00| 250.00000 1750.00 CHECK DAM | | | 0235 642033-001 6456.000 M3 | 5.25000 33894.00| 5.25000 33894.00| 5.75000 37122.00 SEDIMENT TRAP | | | 0240 642036-001 3075.000 M3 | 6.35000 19526.25| 1.00000 3075.00| 3.00000 9225.00 SEDIMENT REMOVAL | | | 0245 642037-001 2769.000 M3 | 6.75000 18690.75| 7.00000 19383.00| 5.75000 15921.75 SEDIMENT POND | | | 0250 642004-001 1948.000 KG | 0.10000 194.80| 0.10000 194.80| 0.15000 292.20 SEED MIXTURE, TEMPORARY | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 003 -5 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9715020R1 COUNTIES : HARDY LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 61-0874665 |(2) 55-0575884 |(3) 25-1428005 |ELMO GREER & SONS, LLC |GROUND BREAKERS, INC. |CAST & BAKER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0255 642004-002 452.000 KG | 3.00000 1356.00| 2.00000 904.00| 4.50000 2034.00 SEED MIXTURE, B | | | 0260 642004-003 1353.000 KG | 9.80000 13259.40| 2.00000 2706.00| 8.55000 11568.15 SEED MIXTURE, D | | | 0265 642005-001 114.800 MGR | 450.00000 51660.00| 300.00000 34440.00| 195.00000 22386.00 MULCH, STRAW OR HAY | | | 0270 642005-002 11.800 MGR | 1195.00000 14101.00| 1400.00000 16520.00| 233.00000 2749.40 MULCH, WOOD CELLULOSE FIBER | | | 0275 642006-001 26.200 MGR | 777.35000 20366.57| 250.00000 6550.00| 1900.00000 49780.00 FERTILIZER | | | 0280 642008-001 198.000 M | 60.00000 11880.00| 50.00000 9900.00| 1.00000 198.00 TEMPORARY PIPE | | | 0285 642009-001 6600.000 M | 0.65000 4290.00| 1.00000 6600.00| 2.00000 13200.00 CONTOUR DITCH | | | 0290 642010-001 143.000 MGR | 11.00000 1573.00| 60.00000 8580.00| 48.00000 6864.00 AGRICULTURAL LIMESTONE | | | 0295 642011-001 1652.000 EA | 6.00000 9912.00| 5.00000 8260.00| 6.00000 9912.00 HAY OR STRAW BALE | | | 0300 642012-001 4953.000 M | 7.15000 35413.95| 7.00000 34671.00| 10.00000 49530.00 SILT FENCE | | | 0305 652001-001 111.000 MGR | 11.00000 1221.00| 50.00000 5550.00| 48.00000 5328.00 AGRICULTURAL LIMESTONE | | | 0310 652002-001 11.100 MGR | 1443.65000 16024.52| 1000.00000 11100.00| 1900.00000 21090.00 FERTILIZER, 10-20-10 | | | 0315 652002-002 6.000 MGR | 1110.00000 6660.00| 1500.00000 9000.00| 2200.00000 13200.00 FERTILIZER, UREA FORMALDEHYDE | | | 0320 652003-001 498.100 KG | 2.50000 1245.25| 5.00000 2490.50| 0.15000 74.72 SEED MIXTURES, B, C-1, OR C-2 | | | 0325 652003-002 1487.700 KG | 9.80000 14579.46| 5.00000 7438.50| 0.15000 223.16 SEED MIXTURE, D | | | 0330 652004-001 93.700 MGR | 277.00000 25954.90| 250.00000 23425.00| 195.00000 18271.50 STRAW OR HAY MULCH | | | 0335 652004-002 11.800 MGR | 815.00000 9617.00| 1000.00000 11800.00| 235.00000 2773.00 WOOD CELLULOSE FIBER MULCH | | | 0340 655001-001 6615.000 M2 | 1.25000 8268.75| 4.00000 26460.00| 1.65000 10914.75 MATTING | | | 0345 655002-001 8900.000 M2 | 4.35000 38715.00| 5.00000 44500.00| 3.80000 33820.00 PERMANENT EROSION MATTING, TYPE A | | | 0350 655002-001 1541.000 M2 | 4.35000 6703.35| 6.00000 9246.00| 3.60000 5547.60 PERMANENT EROSION MATTING, TYPE B | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 003 -6 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9715020R1 COUNTIES : HARDY LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 61-0874665 |(2) 55-0575884 |(3) 25-1428005 |ELMO GREER & SONS, LLC |GROUND BREAKERS, INC. |CAST & BAKER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0360 657006-005 48.000 M | 140.00000 6720.00| 145.00000 6960.00| 150.00000 7200.00 W150X18, A-441 SUPPORT, GALVANIZED | | | 0365 657008-001 241.000 M | 17.00000 4097.00| 24.00000 5784.00| 18.00000 4338.00 2.98 KG CHANNEL POST | | | 0370 657010-001 219.000 M | 23.00000 5037.00| 16.00000 3504.00| 24.25000 5310.75 4.5 KG CHANNEL POST | | | 0372 657012-001 20.000 M | 40.00000 800.00| 19.00000 380.00| 43.00000 860.00 5.96 KG BACK TO BACK CHANNEL POST | | | 0375 657017-001 5.700 M3 | 780.00000 4446.00| 675.00000 3847.50| 800.00000 4560.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0380 661001-001 34.000 M2 | 140.00000 4760.00| 150.00000 5100.00| 150.00000 5100.00 2 MM FLAT SHEET SIGN | | | 0385 661002-001 33.000 M2 | 215.00000 7095.00| 264.00000 8712.00| 225.00000 7425.00 EXTRUDED PANEL SIGN | | | 0390 661004-001 52.000 EA | 4.40000 228.80| 9.00000 468.00| 5.00000 260.00 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | WHITE | | | 0395 661004-001 45.000 EA | 4.45000 200.25| 9.00000 405.00| 5.00000 225.00 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | AMBER | | | 0400 661007-001 4.000 UN | 20.00000 80.00| 35.00000 140.00| 21.00000 84.00 DELINEATOR, THREE PER UNIT, AMBER | | | 0405 663001-004 6790.000 M | 0.35000 2376.50| 0.40000 2716.00| 0.40000 2716.00 EDGE LINE, TYPE II WHITE | | | 0410 663001-004 3570.000 M | 0.35000 1249.50| 0.40000 1428.00| 0.40000 1428.00 EDGE LINE, TYPE II YELLOW | | | 0415 663002-005 930.000 M | 0.50000 465.00| 0.55000 511.50| 0.60000 558.00 LANE LINE OR CENTERLINE, TYPE II WHITE | | | 0420 663003-005 1270.000 M | 0.35000 444.50| 0.40000 508.00| 0.40000 508.00 BARRIER LINE, TYPE II | | | 0425 663004-004 230.000 M | 1.00000 230.00| 1.10000 253.00| 2.00000 460.00 CHANNELIZING LINE, TYPE II | | | 0430 663005-010 32.000 M | 38.00000 1216.00| 41.00000 1312.00| 40.00000 1280.00 STOP LINE, TYPE V | | | 0435 663010-010 6.000 EA | 170.00000 1020.00| 190.00000 1140.00| 200.00000 1200.00 LANE ARROW, TYPE V | | | 0440 665004-001 2.000 EA | 1000.00000 2000.00| 500.00000 1000.00| 1000.00000 2000.00 WATER WELL SURVEY | | | 0445 401001-011 AA1 25778.000 MGR | 38.00000 979564.00| 40.00000 1031120.00| 42.00000 1082676.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 003 -7 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9715020R1 COUNTIES : HARDY LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 61-0874665 |(2) 55-0575884 |(3) 25-1428005 |ELMO GREER & SONS, LLC |GROUND BREAKERS, INC. |CAST & BAKER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 401001-012 AA2 23628.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0455 401001-011 AB1 2350.000 MGR | 50.00000 117500.00| 51.00000 119850.00| 47.75000 112212.50 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0460 401001-012 AB2 2155.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0465 401007-001 AC1 1308.000 MGR | 50.00000 65400.00| 51.00000 66708.00| 49.50000 64746.00 SCRATCH COURSE, STONE OR GRAVEL | | | 0470 401007-002 AC2 1189.000 MGR | | | SCRATCH COURSE, SLAG | | | 0475 402001-011 AD1 3278.000 MGR | 50.00000 163900.00| 52.00000 170456.00| 51.00000 167178.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE I | | | 0480 402001-012 AD2 3004.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE I | | | 0485 604002-016 AE1 48.500 M | | | 450 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, C2 | | | 0486 604025-016 AE2 48.500 M | | | 450 MM CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0487 604076-016 AE3 48.500 M | 120.00000 5820.00| 80.00000 3880.00| 125.00000 6062.50 450 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, A2 | | | 0488 604002-020 AF1 189.500 M | | | 600 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, C2 | | | 0489 604025-020 AF2 189.500 M | | | 600 MM CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0490 604037-020 AF3 189.500 M | | | 600 MM REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0491 604076-020 AF4 189.500 M | 190.00000 36005.00| 95.00000 18002.50| 150.00000 28425.00 600 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 003 -8 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9715020R1 COUNTIES : HARDY LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 61-0874665 |(2) 55-0575884 |(3) 25-1428005 |ELMO GREER & SONS, LLC |GROUND BREAKERS, INC. |CAST & BAKER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0492 604002-022 AG1 46.500 M | | | 750 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, C2 | | | 0493 604009-022 AG1 1.000 EA | | | 750 MM CORRUGATED STEEL PIPE END SECTION| | | 0495 604025-022 AG2 46.500 M | | | 750 MM CORRUGATED ALUMINUM ALLOY PIPE, | | | A3 | | | 0500 604028-022 AG2 1.000 EA | | | 750 MM CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION, | | | 0505 604076-022 AG3 46.500 M | 172.00000 7998.00| 125.00000 5812.50| 165.00000 7672.50 750 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, B2 | | | 0510 604009-022 AG3 1.000 EA | 352.00000 352.00| 340.00000 340.00| 500.00000 500.00 750 MM CORRUGATED STEEL PIPE END SECTION| | | 0515 604002-026 AH1 40.000 M | | | 1050 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, C2 | | | 0520 604025-026 AH2 40.000 M | | | 1050 MM CORRUGATED ALUMINUM ALLOY PIPE, | | | A3 | | | 0525 604076-026 AH3 40.000 M | 217.00000 8680.00| 200.00000 8000.00| 300.00000 12000.00 1050 MM ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B2 | | | SECTION TOTALS | $ 9,516,184.76| $ 9,578,709.60| $ 9,618,730.83 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 CULVERT @ STA.50+318 WV259 | | | 0530 212001-000 1050.000 M3 | 100.00000 105000.00| 31.50000 33075.00| 70.00000 73500.00 STRUCTURE EXCAVATION | | | 0535 217001-000 100.000 M3 | 40.00000 4000.00| 50.00000 5000.00| 75.00000 7500.00 SPECIAL ROCK FILL | | | 0540 601002-001 62.000 M3 | 910.00000 56420.00| 1050.00000 65100.00| 880.00000 54560.00 CLASS B CONCRETE | | | 0545 601006-001 290.000 M3 | 525.00000 152250.00| 390.00000 113100.00| 470.00000 136300.00 CLASS D CONCRETE | | | 0550 602001-001 730.000 KG | 1.32000 963.60| 2.50000 1825.00| 2.00000 1460.00 REINFORCING STEEL BAR | | | 0555 604024-090 20.000 M | 1350.00000 27000.00| 3675.00000 73500.00| 3800.00000 76000.00 4300X2200 MM FULL BITUMINOUS COATED | | | STRUCTURAL PLATE ARCH, H6 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 003 -9 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9715020R1 COUNTIES : HARDY LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 61-0874665 |(2) 55-0575884 |(3) 25-1428005 |ELMO GREER & SONS, LLC |GROUND BREAKERS, INC. |CAST & BAKER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0565 639001-001 LUMP| 500.00000 500.00| 3000.00000 3000.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 346,133.60| $ 294,600.00| $ 354,320.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 ON THE JOB TRAINING | | | 0575 699000-001 3000.000 HR | 0.80000 2400.00| 0.80000 2400.00| 0.80000 2400.00 ON JOB TRAINING | | | SECTION TOTALS | $ 2,400.00| $ 2,400.00| $ 2,400.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 9,864,718.36| $ 9,875,709.60| $ 9,975,450.83 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 003 -10 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9715020R1 COUNTIES : HARDY LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0345840 |(5) 62-1805448 |(6) 55-0328627 |VECELLIO & GROGAN, INC. |ODOM CONSTRUCTION, L.L.C. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 400000.00000 400000.00| 875000.00000 875000.00| 389005.00000 389005.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 205000.00000 205000.00| 300000.00000 300000.00| 310325.00000 310325.00 MOBILIZATION | | | 0015 207001-001 1527825.000 M3 | 3.65000 5576561.25| 3.36000 5133492.00| 3.70000 5652952.50 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 6019.000 M3 | 25.00000 150475.00| 29.00000 174551.00| 35.00000 210665.00 SUBGRADE | | | 0025 207034-000 65723.000 M2 | 1.15000 75581.45| 1.09000 71638.07| 1.25000 82153.75 FABRIC FOR SEPARATION | | | 0030 218003-000 126.300 M3 | 285.00000 35995.50| 279.00000 35237.70| 300.00000 37890.00 GABION | | | 0035 307001-001 3194.000 MGR | 26.00000 83044.00| 20.00000 63880.00| 21.45000 68511.30 AGGREGATE BASE COURSE STONE OR GRAVEL, | | | CLASS I | | | 0040 311006-001 4477.000 M3 | 69.55000 311375.35| 70.00000 313390.00| 79.00000 353683.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0045 409002-001 23302.000 L | 0.50000 11651.00| 0.60000 13981.20| 0.45000 10485.90 BITUMINOUS MATERIAL | | | 0050 601002-001 35.700 M3 | 1225.00000 43732.50| 1200.00000 42840.00| 1550.00000 55335.00 CLASS B CONCRETE | | | 0055 604009-028 1.000 EA | 950.00000 950.00| 1000.00000 1000.00| 1500.00000 1500.00 1200 MM CORRUGATED STEEL PIPE END | | | SECTION | | | 0060 604019-034 144.500 M | 1100.00000 158950.00| 1225.00000 177012.50| 1600.00000 231200.00 1650 MM FULL BITUMINOUS COATED AND | | | FIELD PAVED STRUCTURAL PLATE PIPE, D6 | | | 0065 604037-020 91.500 M | 170.00000 15555.00| 115.00000 10522.50| 243.05000 22239.08 600 MM REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0070 604037-022 48.500 M | 220.00000 10670.00| 155.00000 7517.50| 271.30000 13158.05 750 MM REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0075 604037-024 199.500 M | 230.00000 45885.00| 180.00000 35910.00| 299.20000 59690.40 900 MM REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0080 604037-026 26.500 M | 250.00000 6625.00| 245.00000 6492.50| 400.45000 10611.93 1050 MM REINFORCED CONCRETE PIPE, CLASS | | | II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 003 -11 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9715020R1 COUNTIES : HARDY LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0345840 |(5) 62-1805448 |(6) 55-0328627 |VECELLIO & GROGAN, INC. |ODOM CONSTRUCTION, L.L.C. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0084 604076-028 196.000 M | 213.00000 41748.00| 180.00000 35280.00| 317.85000 62298.60 1200 MM ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B5 | | | 0085 604076-028 133.000 M | 250.00000 33250.00| 235.00000 31255.00| 361.85000 48126.05 1200 MM ALUMINUM COATED CORRUGATED | | | STEEL PIPE, D2 | | | 0090 605009-001 14.000 EA | 1900.00000 26600.00| 2600.00000 36400.00| 2500.00000 35000.00 TYPE G INLET | | | 0095 605009-001 1.000 EA | 6000.00000 6000.00| 5600.00000 5600.00| 6000.00000 6000.00 TYPE G INLET MODIFIED | | | 0100 606022-001 35.800 M3 | 35.00000 1253.00| 98.00000 3508.40| 36.25000 1297.75 CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 0105 606025-004 104.000 M | 42.00000 4368.00| 23.76000 2471.04| 20.90000 2173.60 150 MM UNDERDRAIN PIPE | | | 0110 606029-001 3744.000 M | 18.50000 69264.00| 23.76000 88957.44| 22.15000 82929.60 FREE DRAINING BASE TRENCH | | | 0115 606030-001 254.100 M | 42.00000 10672.20| 32.00000 8131.20| 22.50000 5717.25 OUTLET PIPE | | | 0120 607001-001 3113.000 M | 30.00000 93390.00| 28.00000 87164.00| 29.40000 91522.20 TYPE 1 GUARDRAIL, CLASS I | | | 0124 607025-001 1.000 EA | 725.00000 725.00| 400.00000 400.00| 420.00000 420.00 CUT SLOPE TERMINAL, TYPE A | | | 0125 607025-001 5.000 EA | 340.00000 1700.00| 450.00000 2250.00| 472.50000 2362.50 CUT SLOPE TERMINAL, TYPE B | | | 0130 607030-001 17.000 EA | 440.00000 7480.00| 390.00000 6630.00| 409.50000 6961.50 SPECIAL TRAILING END TERMINAL | | | 0135 607065-001 4.000 EA | 1600.00000 6400.00| 1300.00000 5200.00| 1365.00000 5460.00 FLARED END TERMINAL | | | 0140 608002-001 4241.000 M | 36.50000 154796.50| 33.50000 142073.50| 35.20000 149283.20 1.19 M RIGHT OF WAY FENCE, FARM FIELD | | | 0145 608003-001 249.000 M | 55.00000 13695.00| 53.00000 13197.00| 55.65000 13856.85 1.19 M TEMPORARY FENCE | | | 0150 633001-001 524.800 M2 | 81.00000 42508.80| 80.00000 41984.00| 125.00000 65600.00 CONCRETE GUTTER | | | 0151 633003-001 134.800 M3 | 75.00000 10110.00| 45.00000 6066.00| 50.00000 6740.00 DUMPED ROCK GUTTER | | | 0155 636011-001 9590.000 UN | 1.00000 9590.00| 0.95000 9110.50| 1.00000 9590.00 TRAFFIC CONTROL DEVICE | | | 0160 636012-010 2.000 EA | 365.00000 730.00| 350.00000 700.00| 367.50000 735.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 003 -12 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9715020R1 COUNTIES : HARDY LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0345840 |(5) 62-1805448 |(6) 55-0328627 |VECELLIO & GROGAN, INC. |ODOM CONSTRUCTION, L.L.C. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0165 636013-001 100.000 EA | 5.25000 525.00| 5.00000 500.00| 5.25000 525.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0170 636014-001 600.000 HR | 55.00000 33000.00| 35.00000 21000.00| 50.00000 30000.00 FLAGGER | | | 0175 636025-001 9130.000 DA | 0.55000 5021.50| 1.50000 13695.00| 0.55000 5021.50 WARNING LIGHTS, TYPE A | | | 0180 636025-001 5510.000 DA | 1.55000 8540.50| 0.35000 1928.50| 1.60000 8816.00 WARNING LIGHTS, TYPE B | | | 0185 637001-001 15829.000 M3 | 5.00000 79145.00| 3.00000 47487.00| 5.00000 79145.00 WATER FOR DUST PALLIATIVE | | | 0190 638002-001 111.000 EA | 65.00000 7215.00| 100.00000 11100.00| 100.00000 11100.00 RIGHT OF WAY MARKER | | | 0195 638003-001 27.000 EA | 258.00000 6966.00| 230.00000 6210.00| 150.00000 4050.00 SURVEY MARKER | | | 0200 639001-001 LUMP| 125000.00000 125000.00| 211000.00000 211000.00| 140000.00000 140000.00 CONSTRUCTION LAYOUT STAKE | | | 0205 640001-001 9.000 MO | 2600.00000 23400.00| 3500.00000 31500.00| 2000.00000 18000.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0210 640003-001 LUMP| 12500.00000 12500.00| 25000.00000 25000.00| 10000.00000 10000.00 BUILDING EQUIPMENT | | | 0212 640004-001 LUMP| 9500.00000 9500.00| 6000.00000 6000.00| 7500.00000 7500.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | 0215 642001-001 2490.000 M | 1.00000 2490.00| 0.75000 1867.50| 0.01000 24.90 TEMPORARY BERM | | | 0220 642002-001 184.000 M | 60.00000 11040.00| 35.00000 6440.00| 40.00000 7360.00 SLOPE DRAIN | | | 0225 642031-001 299.000 EA | 275.00000 82225.00| 175.00000 52325.00| 0.01000 2.99 DITCH CHECK | | | 0230 642032-001 7.000 EA | 2300.00000 16100.00| 1300.00000 9100.00| 200.00000 1400.00 CHECK DAM | | | 0235 642033-001 6456.000 M3 | 5.00000 32280.00| 6.50000 41964.00| 0.01000 64.56 SEDIMENT TRAP | | | 0240 642036-001 3075.000 M3 | 4.50000 13837.50| 6.00000 18450.00| 0.01000 30.75 SEDIMENT REMOVAL | | | 0245 642037-001 2769.000 M3 | 5.00000 13845.00| 7.50000 20767.50| 0.01000 27.69 SEDIMENT POND | | | 0250 642004-001 1948.000 KG | 0.50000 974.00| 0.10000 194.80| 0.05000 97.40 SEED MIXTURE, TEMPORARY | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 003 -13 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9715020R1 COUNTIES : HARDY LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0345840 |(5) 62-1805448 |(6) 55-0328627 |VECELLIO & GROGAN, INC. |ODOM CONSTRUCTION, L.L.C. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0255 642004-002 452.000 KG | 4.25000 1921.00| 4.00000 1808.00| 0.20000 90.40 SEED MIXTURE, B | | | 0260 642004-003 1353.000 KG | 8.50000 11500.50| 8.00000 10824.00| 8.00000 10824.00 SEED MIXTURE, D | | | 0265 642005-001 114.800 MGR | 195.00000 22386.00| 185.00000 21238.00| 357.00000 40983.60 MULCH, STRAW OR HAY | | | 0270 642005-002 11.800 MGR | 230.00000 2714.00| 220.00000 2596.00| 834.75000 9850.05 MULCH, WOOD CELLULOSE FIBER | | | 0275 642006-001 26.200 MGR | 1900.00000 49780.00| 1800.00000 47160.00| 824.25000 21595.35 FERTILIZER | | | 0280 642008-001 198.000 M | 100.00000 19800.00| 130.00000 25740.00| 0.01000 1.98 TEMPORARY PIPE | | | 0285 642009-001 6600.000 M | 2.00000 13200.00| 2.00000 13200.00| 0.01000 66.00 CONTOUR DITCH | | | 0290 642010-001 143.000 MGR | 46.00000 6578.00| 45.00000 6435.00| 21.00000 3003.00 AGRICULTURAL LIMESTONE | | | 0295 642011-001 1652.000 EA | 5.00000 8260.00| 10.00000 16520.00| 0.01000 16.52 HAY OR STRAW BALE | | | 0300 642012-001 4953.000 M | 10.00000 49530.00| 7.50000 37147.50| 0.01000 49.53 SILT FENCE | | | 0305 652001-001 111.000 MGR | 46.00000 5106.00| 45.00000 4995.00| 21.00000 2331.00 AGRICULTURAL LIMESTONE | | | 0310 652002-001 11.100 MGR | 1850.00000 20535.00| 1800.00000 19980.00| 1496.25000 16608.38 FERTILIZER, 10-20-10 | | | 0315 652002-002 6.000 MGR | 2200.00000 13200.00| 2100.00000 12600.00| 1496.25000 8977.50 FERTILIZER, UREA FORMALDEHYDE | | | 0320 652003-001 498.100 KG | 0.50000 249.05| 0.10000 49.81| 0.15000 74.72 SEED MIXTURES, B, C-1, OR C-2 | | | 0325 652003-002 1487.700 KG | 0.15000 223.16| 0.10000 148.77| 5.25000 7810.43 SEED MIXTURE, D | | | 0330 652004-001 93.700 MGR | 190.00000 17803.00| 185.00000 17334.50| 225.75000 21152.78 STRAW OR HAY MULCH | | | 0335 652004-002 11.800 MGR | 230.00000 2714.00| 220.00000 2596.00| 561.75000 6628.65 WOOD CELLULOSE FIBER MULCH | | | 0340 655001-001 6615.000 M2 | 1.60000 10584.00| 1.55000 10253.25| 1.50000 9922.50 MATTING | | | 0345 655002-001 8900.000 M2 | 3.80000 33820.00| 3.60000 32040.00| 4.35000 38715.00 PERMANENT EROSION MATTING, TYPE A | | | 0350 655002-001 1541.000 M2 | 3.50000 5393.50| 3.40000 5239.40| 4.55000 7011.55 PERMANENT EROSION MATTING, TYPE B | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 003 -14 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9715020R1 COUNTIES : HARDY LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0345840 |(5) 62-1805448 |(6) 55-0328627 |VECELLIO & GROGAN, INC. |ODOM CONSTRUCTION, L.L.C. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0360 657006-005 48.000 M | 150.00000 7200.00| 140.00000 6720.00| 147.00000 7056.00 W150X18, A-441 SUPPORT, GALVANIZED | | | 0365 657008-001 241.000 M | 18.00000 4338.00| 17.00000 4097.00| 17.85000 4301.85 2.98 KG CHANNEL POST | | | 0370 657010-001 219.000 M | 25.00000 5475.00| 23.00000 5037.00| 24.15000 5288.85 4.5 KG CHANNEL POST | | | 0372 657012-001 20.000 M | 45.00000 900.00| 40.00000 800.00| 42.00000 840.00 5.96 KG BACK TO BACK CHANNEL POST | | | 0375 657017-001 5.700 M3 | 825.00000 4702.50| 780.00000 4446.00| 819.00000 4668.30 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0380 661001-001 34.000 M2 | 150.00000 5100.00| 140.00000 4760.00| 147.00000 4998.00 2 MM FLAT SHEET SIGN | | | 0385 661002-001 33.000 M2 | 220.00000 7260.00| 215.00000 7095.00| 225.75000 7449.75 EXTRUDED PANEL SIGN | | | 0390 661004-001 52.000 EA | 4.50000 234.00| 4.40000 228.80| 4.65000 241.80 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | WHITE | | | 0395 661004-001 45.000 EA | 4.50000 202.50| 4.45000 200.25| 4.70000 211.50 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | AMBER | | | 0400 661007-001 4.000 UN | 21.00000 84.00| 20.00000 80.00| 21.00000 84.00 DELINEATOR, THREE PER UNIT, AMBER | | | 0405 663001-004 6790.000 M | 1.00000 6790.00| 0.35000 2376.50| 0.40000 2716.00 EDGE LINE, TYPE II WHITE | | | 0410 663001-004 3570.000 M | 1.00000 3570.00| 0.35000 1249.50| 0.40000 1428.00 EDGE LINE, TYPE II YELLOW | | | 0415 663002-005 930.000 M | 1.00000 930.00| 0.50000 465.00| 0.55000 511.50 LANE LINE OR CENTERLINE, TYPE II WHITE | | | 0420 663003-005 1270.000 M | 1.00000 1270.00| 0.35000 444.50| 0.40000 508.00 BARRIER LINE, TYPE II | | | 0425 663004-004 230.000 M | 1.25000 287.50| 1.00000 230.00| 1.05000 241.50 CHANNELIZING LINE, TYPE II | | | 0430 663005-010 32.000 M | 40.00000 1280.00| 38.00000 1216.00| 39.90000 1276.80 STOP LINE, TYPE V | | | 0435 663010-010 6.000 EA | 180.00000 1080.00| 170.00000 1020.00| 178.50000 1071.00 LANE ARROW, TYPE V | | | 0440 665004-001 2.000 EA | 1100.00000 2200.00| 500.00000 1000.00| 1000.00000 2000.00 WATER WELL SURVEY | | | 0445 401001-011 AA1 25778.000 MGR | 38.75000 998897.50| 40.00000 1031120.00| 38.05000 980852.90 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 003 -15 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9715020R1 COUNTIES : HARDY LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0345840 |(5) 62-1805448 |(6) 55-0328627 |VECELLIO & GROGAN, INC. |ODOM CONSTRUCTION, L.L.C. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 401001-012 AA2 23628.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0455 401001-011 AB1 2350.000 MGR | 49.75000 116912.50| 45.50000 106925.00| 48.25000 113387.50 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0460 401001-012 AB2 2155.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0465 401007-001 AC1 1308.000 MGR | 49.75000 65073.00| 47.00000 61476.00| 48.25000 63111.00 SCRATCH COURSE, STONE OR GRAVEL | | | 0470 401007-002 AC2 1189.000 MGR | | | SCRATCH COURSE, SLAG | | | 0475 402001-011 AD1 3278.000 MGR | 51.50000 168817.00| 48.55000 159146.90| 49.35000 161769.30 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE I | | | 0480 402001-012 AD2 3004.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE I | | | 0485 604002-016 AE1 48.500 M | | | 450 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, C2 | | | 0486 604025-016 AE2 48.500 M | | | 450 MM CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0487 604076-016 AE3 48.500 M | 100.00000 4850.00| 67.00000 3249.50| 190.40000 9234.40 450 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, A2 | | | 0488 604002-020 AF1 189.500 M | | | 600 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, C2 | | | 0489 604025-020 AF2 189.500 M | | | 600 MM CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0490 604037-020 AF3 189.500 M | | | 600 MM REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0491 604076-020 AF4 189.500 M | 140.00000 26530.00| 70.00000 13265.00| 175.00000 33162.50 600 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 003 -16 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9715020R1 COUNTIES : HARDY LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0345840 |(5) 62-1805448 |(6) 55-0328627 |VECELLIO & GROGAN, INC. |ODOM CONSTRUCTION, L.L.C. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0492 604002-022 AG1 46.500 M | | | 750 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, C2 | | | 0493 604009-022 AG1 1.000 EA | | | 750 MM CORRUGATED STEEL PIPE END SECTION| | | 0495 604025-022 AG2 46.500 M | | | 750 MM CORRUGATED ALUMINUM ALLOY PIPE, | | | A3 | | | 0500 604028-022 AG2 1.000 EA | | | 750 MM CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION, | | | 0505 604076-022 AG3 46.500 M | 145.00000 6742.50| 98.00000 4557.00| 225.60000 10490.40 750 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, B2 | | | 0510 604009-022 AG3 1.000 EA | 625.00000 625.00| 325.00000 325.00| 500.00000 500.00 750 MM CORRUGATED STEEL PIPE END SECTION| | | 0515 604002-026 AH1 40.000 M | | | 1050 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, C2 | | | 0520 604025-026 AH2 40.000 M | | | 1050 MM CORRUGATED ALUMINUM ALLOY PIPE, | | | A3 | | | 0525 604076-026 AH3 40.000 M | 180.00000 7200.00| 130.00000 5200.00| 274.75000 10990.00 1050 MM ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B2 | | | SECTION TOTALS | $ 9,893,784.26| $ 10,030,007.53| $ 10,062,749.59 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 CULVERT @ STA.50+318 WV259 | | | 0530 212001-000 1050.000 M3 | 45.00000 47250.00| 8.00000 8400.00| 30.00000 31500.00 STRUCTURE EXCAVATION | | | 0535 217001-000 100.000 M3 | 95.00000 9500.00| 80.00000 8000.00| 47.00000 4700.00 SPECIAL ROCK FILL | | | 0540 601002-001 62.000 M3 | 825.00000 51150.00| 879.00000 54498.00| 1000.00000 62000.00 CLASS B CONCRETE | | | 0545 601006-001 290.000 M3 | 410.00000 118900.00| 469.00000 136010.00| 370.00000 107300.00 CLASS D CONCRETE | | | 0550 602001-001 730.000 KG | 3.25000 2372.50| 1.98000 1445.40| 1.75000 1277.50 REINFORCING STEEL BAR | | | 0555 604024-090 20.000 M | 3800.00000 76000.00| 2600.00000 52000.00| 3500.00000 70000.00 4300X2200 MM FULL BITUMINOUS COATED | | | STRUCTURAL PLATE ARCH, H6 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 003 -17 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9715020R1 COUNTIES : HARDY LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0345840 |(5) 62-1805448 |(6) 55-0328627 |VECELLIO & GROGAN, INC. |ODOM CONSTRUCTION, L.L.C. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0565 639001-001 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 2300.00000 2300.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 310,172.50| $ 265,353.40| $ 279,077.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 ON THE JOB TRAINING | | | 0575 699000-001 3000.000 HR | 0.80000 2400.00| 0.80000 2400.00| 0.80000 2400.00 ON JOB TRAINING | | | SECTION TOTALS | $ 2,400.00| $ 2,400.00| $ 2,400.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 10,206,356.76| $ 10,297,760.93| $ 10,344,227.09 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 003 -18 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9715020R1 COUNTIES : HARDY LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 55-0461872 | | |POLINO CONTRACTING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 280000.00000 280000.00| | CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 140000.00000 140000.00| | MOBILIZATION | | | 0015 207001-001 1527825.000 M3 | 4.60000 7027995.00| | UNCLASSIFIED EXCAVATION | | | 0020 207002-000 6019.000 M3 | 36.00000 216684.00| | SUBGRADE | | | 0025 207034-000 65723.000 M2 | 1.00000 65723.00| | FABRIC FOR SEPARATION | | | 0030 218003-000 126.300 M3 | 174.00000 21976.20| | GABION | | | 0035 307001-001 3194.000 MGR | 16.15000 51583.10| | AGGREGATE BASE COURSE STONE OR GRAVEL, | | | CLASS I | | | 0040 311006-001 4477.000 M3 | 74.45000 333312.65| | OPEN GRADED FREE DRAINING BASE COURSE | | | 0045 409002-001 23302.000 L | 0.50000 11651.00| | BITUMINOUS MATERIAL | | | 0050 601002-001 35.700 M3 | 1540.00000 54978.00| | CLASS B CONCRETE | | | 0055 604009-028 1.000 EA | 1430.00000 1430.00| | 1200 MM CORRUGATED STEEL PIPE END | | | SECTION | | | 0060 604019-034 144.500 M | 1615.00000 233367.50| | 1650 MM FULL BITUMINOUS COATED AND | | | FIELD PAVED STRUCTURAL PLATE PIPE, D6 | | | 0065 604037-020 91.500 M | 266.00000 24339.00| | 600 MM REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0070 604037-022 48.500 M | 285.00000 13822.50| | 750 MM REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0075 604037-024 199.500 M | 320.00000 63840.00| | 900 MM REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0080 604037-026 26.500 M | 645.00000 17092.50| | 1050 MM REINFORCED CONCRETE PIPE, CLASS | | | II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 003 -19 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9715020R1 COUNTIES : HARDY LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 55-0461872 | | |POLINO CONTRACTING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0084 604076-028 196.000 M | 272.00000 53312.00| | 1200 MM ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B5 | | | 0085 604076-028 133.000 M | 395.00000 52535.00| | 1200 MM ALUMINUM COATED CORRUGATED | | | STEEL PIPE, D2 | | | 0090 605009-001 14.000 EA | 2200.00000 30800.00| | TYPE G INLET | | | 0095 605009-001 1.000 EA | 2700.00000 2700.00| | TYPE G INLET MODIFIED | | | 0100 606022-001 35.800 M3 | 50.00000 1790.00| | CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 0105 606025-004 104.000 M | 37.00000 3848.00| | 150 MM UNDERDRAIN PIPE | | | 0110 606029-001 3744.000 M | 22.50000 84240.00| | FREE DRAINING BASE TRENCH | | | 0115 606030-001 254.100 M | 30.25000 7686.53| | OUTLET PIPE | | | 0120 607001-001 3113.000 M | 30.25000 94168.25| | TYPE 1 GUARDRAIL, CLASS I | | | 0124 607025-001 1.000 EA | 435.00000 435.00| | CUT SLOPE TERMINAL, TYPE A | | | 0125 607025-001 5.000 EA | 485.00000 2425.00| | CUT SLOPE TERMINAL, TYPE B | | | 0130 607030-001 17.000 EA | 420.00000 7140.00| | SPECIAL TRAILING END TERMINAL | | | 0135 607065-001 4.000 EA | 1400.00000 5600.00| | FLARED END TERMINAL | | | 0140 608002-001 4241.000 M | 36.15000 153312.15| | 1.19 M RIGHT OF WAY FENCE, FARM FIELD | | | 0145 608003-001 249.000 M | 57.25000 14255.25| | 1.19 M TEMPORARY FENCE | | | 0150 633001-001 524.800 M2 | 92.00000 48281.60| | CONCRETE GUTTER | | | 0151 633003-001 134.800 M3 | 130.00000 17524.00| | DUMPED ROCK GUTTER | | | 0155 636011-001 9590.000 UN | 1.00000 9590.00| | TRAFFIC CONTROL DEVICE | | | 0160 636012-010 2.000 EA | 320.00000 640.00| | PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 003 -20 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9715020R1 COUNTIES : HARDY LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 55-0461872 | | |POLINO CONTRACTING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0165 636013-001 100.000 EA | 3.20000 320.00| | INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0170 636014-001 600.000 HR | 36.00000 21600.00| | FLAGGER | | | 0175 636025-001 9130.000 DA | 0.60000 5478.00| | WARNING LIGHTS, TYPE A | | | 0180 636025-001 5510.000 DA | 1.55000 8540.50| | WARNING LIGHTS, TYPE B | | | 0185 637001-001 15829.000 M3 | 4.35000 68856.15| | WATER FOR DUST PALLIATIVE | | | 0190 638002-001 111.000 EA | 52.00000 5772.00| | RIGHT OF WAY MARKER | | | 0195 638003-001 27.000 EA | 110.00000 2970.00| | SURVEY MARKER | | | 0200 639001-001 LUMP| 238000.00000 238000.00| | CONSTRUCTION LAYOUT STAKE | | | 0205 640001-001 9.000 MO | 2635.00000 23715.00| | STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0210 640003-001 LUMP| 16000.00000 16000.00| | BUILDING EQUIPMENT | | | 0212 640004-001 LUMP| 4400.00000 4400.00| | COMPUTER SYSTEM FOR FIELD OFFICE | | | 0215 642001-001 2490.000 M | 1.00000 2490.00| | TEMPORARY BERM | | | 0220 642002-001 184.000 M | 33.25000 6118.00| | SLOPE DRAIN | | | 0225 642031-001 299.000 EA | 56.00000 16744.00| | DITCH CHECK | | | 0230 642032-001 7.000 EA | 530.00000 3710.00| | CHECK DAM | | | 0235 642033-001 6456.000 M3 | 8.60000 55521.60| | SEDIMENT TRAP | | | 0240 642036-001 3075.000 M3 | 9.00000 27675.00| | SEDIMENT REMOVAL | | | 0245 642037-001 2769.000 M3 | 4.50000 12460.50| | SEDIMENT POND | | | 0250 642004-001 1948.000 KG | 0.01000 19.48| | SEED MIXTURE, TEMPORARY | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 003 -21 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9715020R1 COUNTIES : HARDY LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 55-0461872 | | |POLINO CONTRACTING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0255 642004-002 452.000 KG | 0.20000 90.40| | SEED MIXTURE, B | | | 0260 642004-003 1353.000 KG | 8.25000 11162.25| | SEED MIXTURE, D | | | 0265 642005-001 114.800 MGR | 367.00000 42131.60| | MULCH, STRAW OR HAY | | | 0270 642005-002 11.800 MGR | 860.00000 10148.00| | MULCH, WOOD CELLULOSE FIBER | | | 0275 642006-001 26.200 MGR | 850.00000 22270.00| | FERTILIZER | | | 0280 642008-001 198.000 M | 28.00000 5544.00| | TEMPORARY PIPE | | | 0285 642009-001 6600.000 M | 5.50000 36300.00| | CONTOUR DITCH | | | 0290 642010-001 143.000 MGR | 22.00000 3146.00| | AGRICULTURAL LIMESTONE | | | 0295 642011-001 1652.000 EA | 5.90000 9746.80| | HAY OR STRAW BALE | | | 0300 642012-001 4953.000 M | 7.50000 37147.50| | SILT FENCE | | | 0305 652001-001 111.000 MGR | 22.00000 2442.00| | AGRICULTURAL LIMESTONE | | | 0310 652002-001 11.100 MGR | 1550.00000 17205.00| | FERTILIZER, 10-20-10 | | | 0315 652002-002 6.000 MGR | 1540.00000 9240.00| | FERTILIZER, UREA FORMALDEHYDE | | | 0320 652003-001 498.100 KG | 0.15000 74.72| | SEED MIXTURES, B, C-1, OR C-2 | | | 0325 652003-002 1487.700 KG | 5.40000 8033.58| | SEED MIXTURE, D | | | 0330 652004-001 93.700 MGR | 235.00000 22019.50| | STRAW OR HAY MULCH | | | 0335 652004-002 11.800 MGR | 580.00000 6844.00| | WOOD CELLULOSE FIBER MULCH | | | 0340 655001-001 6615.000 M2 | 1.50000 9922.50| | MATTING | | | 0345 655002-001 8900.000 M2 | 4.45000 39605.00| | PERMANENT EROSION MATTING, TYPE A | | | 0350 655002-001 1541.000 M2 | 4.65000 7165.65| | PERMANENT EROSION MATTING, TYPE B | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 003 -22 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9715020R1 COUNTIES : HARDY LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 55-0461872 | | |POLINO CONTRACTING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0360 657006-005 48.000 M | 151.00000 7248.00| | W150X18, A-441 SUPPORT, GALVANIZED | | | 0365 657008-001 241.000 M | 18.35000 4422.35| | 2.98 KG CHANNEL POST | | | 0370 657010-001 219.000 M | 25.00000 5475.00| | 4.5 KG CHANNEL POST | | | 0372 657012-001 20.000 M | 45.00000 900.00| | 5.96 KG BACK TO BACK CHANNEL POST | | | 0375 657017-001 5.700 M3 | 845.00000 4816.50| | CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0380 661001-001 34.000 M2 | 151.00000 5134.00| | 2 MM FLAT SHEET SIGN | | | 0385 661002-001 33.000 M2 | 232.00000 7656.00| | EXTRUDED PANEL SIGN | | | 0390 661004-001 52.000 EA | 5.00000 260.00| | DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | WHITE | | | 0395 661004-001 45.000 EA | 5.00000 225.00| | DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | AMBER | | | 0400 661007-001 4.000 UN | 22.00000 88.00| | DELINEATOR, THREE PER UNIT, AMBER | | | 0405 663001-004 6790.000 M | 0.40000 2716.00| | EDGE LINE, TYPE II WHITE | | | 0410 663001-004 3570.000 M | 0.40000 1428.00| | EDGE LINE, TYPE II YELLOW | | | 0415 663002-005 930.000 M | 0.55000 511.50| | LANE LINE OR CENTERLINE, TYPE II WHITE | | | 0420 663003-005 1270.000 M | 0.40000 508.00| | BARRIER LINE, TYPE II | | | 0425 663004-004 230.000 M | 1.10000 253.00| | CHANNELIZING LINE, TYPE II | | | 0430 663005-010 32.000 M | 41.00000 1312.00| | STOP LINE, TYPE V | | | 0435 663010-010 6.000 EA | 185.00000 1110.00| | LANE ARROW, TYPE V | | | 0440 665004-001 2.000 EA | 2200.00000 4400.00| | WATER WELL SURVEY | | | 0445 401001-011 AA1 25778.000 MGR | 41.00000 1056898.00| | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 003 -23 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9715020R1 COUNTIES : HARDY LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 55-0461872 | | |POLINO CONTRACTING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 401001-012 AA2 23628.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0455 401001-011 AB1 2350.000 MGR | 52.00000 122200.00| | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0460 401001-012 AB2 2155.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0465 401007-001 AC1 1308.000 MGR | 52.00000 68016.00| | SCRATCH COURSE, STONE OR GRAVEL | | | 0470 401007-002 AC2 1189.000 MGR | | | SCRATCH COURSE, SLAG | | | 0475 402001-011 AD1 3278.000 MGR | 53.10000 174061.80| | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE I | | | 0480 402001-012 AD2 3004.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE I | | | 0485 604002-016 AE1 48.500 M | | | 450 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, C2 | | | 0486 604025-016 AE2 48.500 M | 330.00000 16005.00| | 450 MM CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0487 604076-016 AE3 48.500 M | | | 450 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, A2 | | | 0488 604002-020 AF1 189.500 M | | | 600 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, C2 | | | 0489 604025-020 AF2 189.500 M | 558.00000 105741.00| | 600 MM CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0490 604037-020 AF3 189.500 M | | | 600 MM REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0491 604076-020 AF4 189.500 M | | | 600 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 003 -24 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9715020R1 COUNTIES : HARDY LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 55-0461872 | | |POLINO CONTRACTING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0492 604002-022 AG1 46.500 M | | | 750 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, C2 | | | 0493 604009-022 AG1 1.000 EA | | | 750 MM CORRUGATED STEEL PIPE END SECTION| | | 0495 604025-022 AG2 46.500 M | 210.00000 9765.00| | 750 MM CORRUGATED ALUMINUM ALLOY PIPE, | | | A3 | | | 0500 604028-022 AG2 1.000 EA | 770.00000 770.00| | 750 MM CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION, | | | 0505 604076-022 AG3 46.500 M | | | 750 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, B2 | | | 0510 604009-022 AG3 1.000 EA | | | 750 MM CORRUGATED STEEL PIPE END SECTION| | | 0515 604002-026 AH1 40.000 M | | | 1050 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, C2 | | | 0520 604025-026 AH2 40.000 M | | | 1050 MM CORRUGATED ALUMINUM ALLOY PIPE, | | | A3 | | | 0525 604076-026 AH3 40.000 M | 218.00000 8720.00| | 1050 MM ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B2 | | | SECTION TOTALS | $ 11,579,346.11| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 CULVERT @ STA.50+318 WV259 | | | 0530 212001-000 1050.000 M3 | 30.00000 31500.00| | STRUCTURE EXCAVATION | | | 0535 217001-000 100.000 M3 | 47.25000 4725.00| | SPECIAL ROCK FILL | | | 0540 601002-001 62.000 M3 | 920.00000 57040.00| | CLASS B CONCRETE | | | 0545 601006-001 290.000 M3 | 355.00000 102950.00| | CLASS D CONCRETE | | | 0550 602001-001 730.000 KG | 1.80000 1314.00| | REINFORCING STEEL BAR | | | 0555 604024-090 20.000 M | 3520.00000 70400.00| | 4300X2200 MM FULL BITUMINOUS COATED | | | STRUCTURAL PLATE ARCH, H6 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 003 -25 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9715020R1 COUNTIES : HARDY LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 55-0461872 | | |POLINO CONTRACTING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0565 639001-001 LUMP| 10000.00000 10000.00| | CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 277,929.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 ON THE JOB TRAINING | | | 0575 699000-001 3000.000 HR | 0.80000 2400.00| | ON JOB TRAINING | | | SECTION TOTALS | $ 2,400.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 11,859,675.11| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 0022002 COUNTIES : LOGAN LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : CHAPMANVILLE PROJECT(S) : U323-0010/00-032.93 00 LOCATION: 0.07 MI. S. CO 10/84 TO CO 3 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0723325 HODGES & ASSOCIATES, INC. $ 92,148.08 100.0000% 2 55-0580625 GARCIE R. MARKER & SONS, INC. $ 93,153.00 101.0905% 3 61-0897043 MOUNTAIN ENTERPRISES, INC. DBA LENORE ASPHALT, INC $ 101,952.00 110.6393% 4 55-0674033 SMH CONSTRUCTION CO., INC. $ 134,565.90 146.0322% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0022002 COUNTIES : LOGAN LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 55-0723325 |(2) 55-0580625 |(3) 61-0897043 |HODGES & ASSOCIATES, INC. |GARCIE R. MARKER & SONS, INC|MOUNTAIN ENTERPRISES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 CONSTRUCT SIDEWALKS | | | 0005 204001-000 LUMP| 19200.00000 19200.00| 3000.00000 3000.00| 5000.00000 5000.00 MOBILIZATION | | | 0010 207001-001 150.000 CY | 71.00000 10650.00| 30.00000 4500.00| 20.00000 3000.00 UNCLASSIFIED EXCAVATION | | | 0015 240004-000 29.000 LF | 9.00000 261.00| 50.00000 1450.00| 20.00000 580.00 CLEAN BOX AND GRATE | | | 0025 605009-001 1.000 EA | 3000.00000 3000.00| 2000.00000 2000.00| 4000.00000 4000.00 TYPE G INLET | | | 0030 605012-001 1.000 EA | 1600.00000 1600.00| 1500.00000 1500.00| 1600.00000 1600.00 ADJUST INLET TYPE TYPE G | | | 0033 605004-005 28.000 LF | 158.00000 4424.00| 250.00000 7000.00| 220.00000 6160.00 CONCRETE BOX DITCH 0022002 | | | 0035 609001-001 540.000 SY | 61.58000 33253.20| 75.00000 40500.00| 70.00000 37800.00 CONCRETE SIDEWALK | | | 0040 609002-001 75.000 CY | 68.00000 5100.00| 45.00000 3375.00| 60.00000 4500.00 BED COURSE MATERIAL | | | 0045 636011-001 5508.000 UN | 1.86000 10244.88| 1.00000 5508.00| 1.50000 8262.00 TRAFFIC CONTROL DEVICE | | | 0050 636014-001 620.000 HR | 1.00000 620.00| 36.00000 22320.00| 40.00000 24800.00 FLAGGER | | | 0055 401003-001 AA1 25.000 TN | | 80.00000 2000.00| 250.00000 6250.00 HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | STONE OR GRAVEL 1 | | | 0060 401003-002 AA2 23.000 TN | 165.00000 3795.00| | HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | SLAG 1 | | | SECTION TOTALS | $ 92,148.08| $ 93,153.00| $ 101,952.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 92,148.08| $ 93,153.00| $ 101,952.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0022002 COUNTIES : LOGAN LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 55-0674033 | | |SMH CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 CONSTRUCT SIDEWALKS | | | 0005 204001-000 LUMP| 13300.00000 13300.00| | MOBILIZATION | | | 0010 207001-001 150.000 CY | 32.00000 4800.00| | UNCLASSIFIED EXCAVATION | | | 0015 240004-000 29.000 LF | 20.55000 595.95| | CLEAN BOX AND GRATE | | | 0025 605009-001 1.000 EA | 2369.90000 2369.90| | TYPE G INLET | | | 0030 605012-001 1.000 EA | 799.90000 799.90| | ADJUST INLET TYPE TYPE G | | | 0033 605004-005 28.000 LF | 212.60000 5952.80| | CONCRETE BOX DITCH 0022002 | | | 0035 609001-001 540.000 SY | 117.90000 63666.00| | CONCRETE SIDEWALK | | | 0040 609002-001 75.000 CY | 68.35000 5126.25| | BED COURSE MATERIAL | | | 0045 636011-001 5508.000 UN | 1.45000 7986.60| | TRAFFIC CONTROL DEVICE | | | 0050 636014-001 620.000 HR | 40.30000 24986.00| | FLAGGER | | | 0055 401003-001 AA1 25.000 TN | 199.30000 4982.50| | HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | STONE OR GRAVEL 1 | | | 0060 401003-002 AA2 23.000 TN | | | HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | SLAG 1 | | | SECTION TOTALS | $ 134,565.90| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 134,565.90| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 0010901 COUNTIES : MONONGALIA LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : PATTESON DRIVE SIGNAL SYSTEM PROJECT(S) : U331-0705/00-000.49 00 LOCATION: MORGANTOWN 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0646159 WEST VIRGINIA SIGNAL AND LIGHT, INC. $ 130,596.90 100.0000% 2 55-0343932 BAYLISS & RAMEY, INC. $ 170,501.60 130.5556% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0010901 COUNTIES : MONONGALIA LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0646159 |(2) 55-0343932 | |WEST VIRGINIA SIGNAL & LIGHT|BAYLISS & RAMEY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNALS | | | 0005 204001-000 LUMP| 5000.00000 5000.00| 4500.00000 4500.00| MOBILIZATION | | | 0010 636011-001 8000.000 UN | 0.01000 80.00| 0.01000 80.00| TRAFFIC CONTROL DEVICE | | | 0015 636014-001 190.000 HR | 0.01000 1.90| 0.10000 19.00| FLAGGER | | | 0020 636021-001 8.000 DA | 20.00000 160.00| 30.00000 240.00| ELECTRIC ARROW | | | 0025 660001-001 LUMP| 9500.00000 9500.00| 9675.00000 9675.00| SIGNAL CONTROLLER 01 | | | 0030 660001-001 LUMP| 10500.00000 10500.00| 10030.00000 10030.00| SIGNAL CONTROLLER 02 | | | 0035 660002-005 12.000 EA | 150.00000 1800.00| 163.75000 1965.00| TRAFFIC DETECTOR, LPS-C | | | 0040 660003-001 6.000 EA | 500.00000 3000.00| 452.50000 2715.00| SIGNAL SECTION, G-16 | | | 0045 660003-006 58.000 EA | 275.00000 15950.00| 492.95000 28591.10| SIGNAL SECTION, V-12 | | | 0050 660004-041 4.000 EA | 4000.00000 16000.00| 3837.50000 15350.00| SIGNAL SUPPORT, INSTALLATION ONLY, C1 | | | 0055 660005-010 8.000 EA | 1000.00000 8000.00| 873.75000 6990.00| JUNCTION BOX, TYPE H | | | 0060 660006-001 LUMP| 2500.00000 2500.00| 3000.00000 3000.00| SIGNAL INTERCONNECT | | | 0065 660007-001 LUMP| 22500.00000 22500.00| 26115.00000 26115.00| MISCELLANEOUS SIGNAL 01 | | | 0070 660007-001 LUMP| 17500.00000 17500.00| 25750.00000 25750.00| MISCELLANEOUS SIGNAL 02 | | | 0075 660010-001 2.000 EA | 1750.00000 3500.00| 3855.00000 7710.00| PRIORITY CONTROL SYSTEM DETECTOR ,D2 | | | 0080 660016-001 1.000 EA | 2500.00000 2500.00| 4250.00000 4250.00| AREA MASTER CONTROLLER | | | 0085 660017-001 LUMP| 500.00000 500.00| 750.00000 750.00| INTERSECTION PHONE SYSTEM | | | 0090 660060-001 LUMP| 1500.00000 1500.00| 7750.00000 7750.00| MISCELLANEOUS RADIO INSTALLATION | | | 0095 660060-002 2.000 EA | 1350.00000 2700.00| 4117.50000 8235.00| SPREAD SPECTRUM RADIO TRANSCEIVER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 006 -3 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0010901 COUNTIES : MONONGALIA LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0646159 |(2) 55-0343932 | |WEST VIRGINIA SIGNAL & LIGHT|BAYLISS & RAMEY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 662007-001 2.000 EA | 400.00000 800.00| 425.00000 850.00| LUMINAIRE, 250W | | | 0105 662014-001 LUMP| 1500.00000 1500.00| 100.00000 100.00| INCIDENTAL ELECTRICAL WORK | | | 0110 663005-010 270.000 LF | 11.50000 3105.00| 12.95000 3496.50| STOP LINE, TYPE V (24") | | | 0115 663006-010 400.000 LF | 5.00000 2000.00| 5.85000 2340.00| CROSSWALK LINE, TYPE V (8") | | | SECTION TOTALS | $ 130,596.90| $ 170,501.60| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 130,596.90| $ 170,501.60| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 9912703 COUNTIES : RANDOLPH LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 08 CONTRACT DESCRIPTION : MT. VERNON ROAD PROJECT(S) : U342-0219/00-032.20 00 LOCATION: BEGIN: 0.18 M S CR 30 END: 0.15 M N CR 30 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0481221 MOUNTAINEER CONTRACTORS, INC. & SUBSIDIARY $ 377,972.00 100.0000% 2 55-0700300 A.L.L. CONSTRUCTION, INC. $ 379,809.50 100.4861% 3 55-0465516 R. H. ARMSTRONG, INC. $ 402,836.53 106.5784% 4 31-1553606 R & S CONSTRUCTION, RAYMOND E. PHARES, DBA $ 425,034.35 112.4512% 5 55-0328627 J. F. ALLEN COMPANY $ 446,363.63 118.0943% 6 55-0705218 NELSON EXCAVATING, INC. $ 450,232.00 119.1178% 7 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 471,031.00 124.6206% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9912703 COUNTIES : RANDOLPH LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 55-0700300 |(3) 55-0465516 |MOUNTAINEER CONTRACTORS, INC|A.L.L. CONSTRUCTION, INC. |R. H. ARMSTRONG, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADD TURNING LANE | | | 0005 203001-000 LUMP| 5000.00000 5000.00| 15000.00000 15000.00| 7500.00000 7500.00 DISMANTLING STRUCTURE (BOX CULVERT) | | | 0010 204001-000 LUMP| 19318.35000 19318.35| 20000.00000 20000.00| 15000.00000 15000.00 MOBILIZATION | | | 0015 207001-001 1487.000 CY | 8.50000 12639.50| 10.00000 14870.00| 14.00000 20818.00 UNCLASSIFIED EXCAVATION | | | 0020 211002-000 305.000 CY | 25.00000 7625.00| 35.00000 10675.00| 32.00000 9760.00 ROCK BORROW EXCAVATION | | | 0025 212005-000 90.000 CY | 55.00000 4950.00| 36.00000 3240.00| 65.00000 5850.00 SELECT MATERIAL FOR BACKFILLING | | | 0030 212005-000 25.000 CY | 55.00000 1375.00| 36.00000 900.00| 27.00000 675.00 SELECT MATERIAL FOR BACKFILLING AASHTO | | | NO. 67 LIMESTONE | | | 0035 218001-000 25.000 CY | 75.00000 1875.00| 35.00000 875.00| 32.00000 800.00 RIPRAP | | | 0040 218008-000 223.000 TN | 20.00000 4460.00| 28.00000 6244.00| 15.50000 3456.50 SHOT ROCK | | | 0045 307001-000 381.000 CY | 40.00000 15240.00| 30.00000 11430.00| 36.00000 13716.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0050 307001-000 324.000 CY | 40.00000 12960.00| 33.50000 10854.00| 28.00000 9072.00 AGGREGATE BASE COURSE, CLASS 8 | | | 0055 307001-000 724.000 CY | 40.00000 28960.00| 33.50000 24254.00| 36.00000 26064.00 AGGREGATE BASE COURSE, CLASS 9 | | | 0060 408002-001 585.000 GA | 0.50000 292.50| 2.00000 1170.00| 2.50000 1462.50 BITUMINOUS MATERIAL | | | 0065 601002-001 8.000 CY | 1000.00000 8000.00| 1200.00000 9600.00| 500.00000 4000.00 CLASS B CONCRETE | | | 0070 602001-001 785.000 LB | 0.50000 392.50| 1.00000 785.00| 3.00000 2355.00 REINFORCING STEEL BAR | | | 0075 604001-012 147.000 LF | 25.00000 3675.00| 75.00000 11025.00| 70.00000 10290.00 15 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0080 604001-016 67.000 LF | 40.00000 2680.00| 80.00000 5360.00| 75.00000 5025.00 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0085 604009-016 1.000 EA | 100.00000 100.00| 250.00000 250.00| 500.00000 500.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 007 -3 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9912703 COUNTIES : RANDOLPH LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 55-0700300 |(3) 55-0465516 |MOUNTAINEER CONTRACTORS, INC|A.L.L. CONSTRUCTION, INC. |R. H. ARMSTRONG, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 604070-088 75.000 LF | 750.00000 56250.00| 650.00000 48750.00| 1200.00000 90000.00 12X6 FT PRECAST CONCRETE BOX CULVERT | | | 0095 605009-001 3.000 EA | 1400.00000 4200.00| 2200.00000 6600.00| 2250.00000 6750.00 TYPE G INLET | | | 0100 606025-004 1700.000 LF | 16.00000 27200.00| 11.00000 18700.00| 12.00000 20400.00 6 INCH UNDERDRAIN PIPE | | | 0105 606030-001 140.000 LF | 50.00000 7000.00| 10.00000 1400.00| 25.00000 3500.00 OUTLET PIPE | | | 0110 607001-001 188.000 LF | 16.00000 3008.00| 18.00000 3384.00| 17.60000 3308.80 TYPE 1 GUARDRAIL, CLASS 1 | | | 0115 607065-001 4.000 EA | 1225.00000 4900.00| 1500.00000 6000.00| 1350.00000 5400.00 FLARED END TERMINAL | | | 0120 610003-002 438.000 LF | 40.00000 17520.00| 35.00000 15330.00| 40.00000 17520.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE II | | | 0125 633003-001 13.000 CY | 70.00000 910.00| 27.50000 357.50| 32.00000 416.00 DUMPED ROCK GUTTER | | | 0130 636002-001 100.000 TN | 24.00000 2400.00| 16.00000 1600.00| 10.00000 1000.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0135 636004-001 1.000 TN | 100.00000 100.00| 200.00000 200.00| 500.00000 500.00 CALCIUM CHLORIDE FOR DUST PALLIATIVE | | | 0140 636007-001 1627.000 LF | 0.75000 1220.25| 1.00000 1627.00| 0.85000 1382.95 ERADICATION OF PAVEMENT MARKING | | | 0145 636008-001 1500.000 LF | 0.99000 1485.00| 1.10000 1650.00| 1.10000 1650.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0150 636011-001 6912.000 UN | 1.00000 6912.00| 1.00000 6912.00| 1.10000 7603.20 TRAFFIC CONTROL DEVICE | | | 0155 636014-001 200.000 HR | 40.00000 8000.00| 38.00000 7600.00| 40.00000 8000.00 FLAGGER | | | 0160 636023-001 1.000 LS | 20250.00000 20250.00| 17500.00000 17500.00| 8500.00000 8500.00 TEMPORARY TRAFFIC SIGNAL | | | 0165 638002-001 10.000 EA | 75.00000 750.00| 100.00000 1000.00| 60.00000 600.00 RIGHT OF WAY MARKER | | | 0170 639001-001 LUMP| 1500.00000 1500.00| 3500.00000 3500.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | 0175 640003-001 LUMP| 100.00000 100.00| 2500.00000 2500.00| 2200.00000 2200.00 BUILDING EQUIPMENT | | | 0180 640006-001 4.000 MO | 500.00000 2000.00| 1000.00000 4000.00| 2500.00000 10000.00 SMALL FIELD OFFICE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 007 -4 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9912703 COUNTIES : RANDOLPH LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 55-0700300 |(3) 55-0465516 |MOUNTAINEER CONTRACTORS, INC|A.L.L. CONSTRUCTION, INC. |R. H. ARMSTRONG, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 642012-001 1124.000 LF | 1.00000 1124.00| 3.00000 3372.00| 3.00000 3372.00 SILT FENCE | | | 0190 642032-001 2.000 EA | 150.00000 300.00| 100.00000 200.00| 50.00000 100.00 CHECK DAM | | | 0195 652001-001 0.220 TN | 60.00000 13.20| 100.00000 22.00| 66.00000 14.52 AGRICULTURAL LIMESTONE | | | 0200 652002-001 0.220 TN | 1500.00000 330.00| 1000.00000 220.00| 1650.00000 363.00 FERTILIZER, 10-20-10 | | | 0205 652003-001 42.000 LB | 20.00000 840.00| 5.00000 210.00| 22.00000 924.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0210 652004-001 0.940 TN | 1800.00000 1692.00| 1000.00000 940.00| 2000.00000 1880.00 STRAW OR HAY MULCH | | | 0215 657010-001 71.000 LF | 12.00000 852.00| 10.00000 710.00| 13.20000 937.20 3.00 LB CHANNEL POST | | | 0220 657018-001 5.000 EA | 15.00000 75.00| 80.00000 400.00| 16.50000 82.50 POST REMOVAL | | | 0225 661011-001 5.000 EA | 50.00000 250.00| 100.00000 500.00| 55.00000 275.00 INSTALLATION OF REUSABLE SIGN | | | 0230 663001-004 2073.000 LF | 0.65000 1347.45| 0.75000 1554.75| 0.72000 1492.56 EDGE LINE, TYPE II | | | 0235 663003-005 1035.000 LF | 0.65000 672.75| 0.75000 776.25| 0.72000 745.20 BARRIER LINE, TYPE II | | | 0240 663004-011 348.000 LF | 4.00000 1392.00| 5.00000 1740.00| 4.40000 1531.20 CHANNELIZING LINE, TYPE V | | | 0245 663005-010 12.000 LF | 12.00000 144.00| 15.00000 180.00| 13.20000 158.40 STOP LINE, TYPE V | | | 0250 663007-010 600.000 LF | 5.00000 3000.00| 6.00000 3600.00| 5.50000 3300.00 STRIPE, TYPE V | | | 0255 663010-010 4.000 EA | 165.00000 660.00| 220.00000 880.00| 182.00000 728.00 LANE ARROW, TYPE V | | | 0260 401001-001 AA1 534.000 TN | 47.50000 25365.00| 45.00000 24030.00| 38.00000 20292.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL, TYPE 1 | | | 0265 401001-002 AA2 485.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG, TYPE | | | 1 | | | 0270 402001-001 CC1 309.000 TN | 59.00000 18231.00| 56.00000 17304.00| 40.00000 12360.00 HOT-MIX ASPHALT SKID RESISTANT PAVEMENT,| | | STONE OR GRAVEL, TYPE 1 | | | 0275 402001-002 CC2 282.000 TN | | | HOT-MIX ASPHALT SKID RESISTANT PAVEMENT,| | | SLAG, TYPE 1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 007 -5 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9912703 COUNTIES : RANDOLPH LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 55-0700300 |(3) 55-0465516 |MOUNTAINEER CONTRACTORS, INC|A.L.L. CONSTRUCTION, INC. |R. H. ARMSTRONG, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 401003-001 DD1 637.000 TN | 41.50000 26435.50| 44.00000 28028.00| 38.00000 24206.00 HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | STONE OR GRAVEL | | | 0285 401003-002 DD2 582.000 TN | | | HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | SLAG | | | SECTION TOTALS | $ 377,972.00| $ 379,809.50| $ 402,836.53 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 377,972.00| $ 379,809.50| $ 402,836.53 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 007 -6 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9912703 COUNTIES : RANDOLPH LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 31-1553606 |(5) 55-0328627 |(6) 55-0705218 |R & S CONSTRUCTION |J. F. ALLEN COMPANY |NELSON EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADD TURNING LANE | | | 0005 203001-000 LUMP| 30000.00000 30000.00| 0.01000 0.01| 25000.00000 25000.00 DISMANTLING STRUCTURE (BOX CULVERT) | | | 0010 204001-000 LUMP| 10000.00000 10000.00| 41311.15000 41311.15| 15000.00000 15000.00 MOBILIZATION | | | 0015 207001-001 1487.000 CY | 8.00000 11896.00| 15.00000 22305.00| 8.50000 12639.50 UNCLASSIFIED EXCAVATION | | | 0020 211002-000 305.000 CY | 30.00000 9150.00| 35.00000 10675.00| 28.50000 8692.50 ROCK BORROW EXCAVATION | | | 0025 212005-000 90.000 CY | 40.00000 3600.00| 60.50000 5445.00| 24.50000 2205.00 SELECT MATERIAL FOR BACKFILLING | | | 0030 212005-000 25.000 CY | 40.00000 1000.00| 60.50000 1512.50| 30.00000 750.00 SELECT MATERIAL FOR BACKFILLING AASHTO | | | NO. 67 LIMESTONE | | | 0035 218001-000 25.000 CY | 50.00000 1250.00| 57.20000 1430.00| 28.50000 712.50 RIPRAP | | | 0040 218008-000 223.000 TN | 30.00000 6690.00| 29.70000 6623.10| 18.50000 4125.50 SHOT ROCK | | | 0045 307001-000 381.000 CY | 38.00000 14478.00| 35.00000 13335.00| 32.50000 12382.50 AGGREGATE BASE COURSE, CLASS 1 | | | 0050 307001-000 324.000 CY | 38.00000 12312.00| 35.00000 11340.00| 32.50000 10530.00 AGGREGATE BASE COURSE, CLASS 8 | | | 0055 307001-000 724.000 CY | 38.00000 27512.00| 35.00000 25340.00| 32.50000 23530.00 AGGREGATE BASE COURSE, CLASS 9 | | | 0060 408002-001 585.000 GA | 3.00000 1755.00| 1.25000 731.25| 4.50000 2632.50 BITUMINOUS MATERIAL | | | 0065 601002-001 8.000 CY | 300.00000 2400.00| 1430.00000 11440.00| 800.00000 6400.00 CLASS B CONCRETE | | | 0070 602001-001 785.000 LB | 3.00000 2355.00| 1.05000 824.25| 8.00000 6280.00 REINFORCING STEEL BAR | | | 0075 604001-012 147.000 LF | 50.00000 7350.00| 62.70000 9216.90| 42.00000 6174.00 15 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0080 604001-016 67.000 LF | 50.00000 3350.00| 75.90000 5085.30| 52.00000 3484.00 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0085 604009-016 1.000 EA | 200.00000 200.00| 176.00000 176.00| 250.00000 250.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 007 -7 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9912703 COUNTIES : RANDOLPH LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 31-1553606 |(5) 55-0328627 |(6) 55-0705218 |R & S CONSTRUCTION |J. F. ALLEN COMPANY |NELSON EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 604070-088 75.000 LF | 800.00000 60000.00| 924.00000 69300.00| 800.00000 60000.00 12X6 FT PRECAST CONCRETE BOX CULVERT | | | 0095 605009-001 3.000 EA | 1000.00000 3000.00| 2365.00000 7095.00| 1500.00000 4500.00 TYPE G INLET | | | 0100 606025-004 1700.000 LF | 13.00000 22100.00| 23.10000 39270.00| 21.75000 36975.00 6 INCH UNDERDRAIN PIPE | | | 0105 606030-001 140.000 LF | 20.00000 2800.00| 23.10000 3234.00| 21.75000 3045.00 OUTLET PIPE | | | 0110 607001-001 188.000 LF | 20.00000 3760.00| 17.60000 3308.80| 21.50000 4042.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0115 607065-001 4.000 EA | 1400.00000 5600.00| 1347.50000 5390.00| 1500.00000 6000.00 FLARED END TERMINAL | | | 0120 610003-002 438.000 LF | 35.00000 15330.00| 38.50000 16863.00| 48.00000 21024.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE II | | | 0125 633003-001 13.000 CY | 100.00000 1300.00| 87.95000 1143.35| 35.00000 455.00 DUMPED ROCK GUTTER | | | 0130 636002-001 100.000 TN | 20.00000 2000.00| 20.50000 2050.00| 18.00000 1800.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0135 636004-001 1.000 TN | 1000.00000 1000.00| 500.00000 500.00| 600.00000 600.00 CALCIUM CHLORIDE FOR DUST PALLIATIVE | | | 0140 636007-001 1627.000 LF | 1.25000 2033.75| 0.80000 1301.60| 1.00000 1627.00 ERADICATION OF PAVEMENT MARKING | | | 0145 636008-001 1500.000 LF | 1.25000 1875.00| 1.05000 1575.00| 1.25000 1875.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0150 636011-001 6912.000 UN | 1.30000 8985.60| 1.05000 7257.60| 1.25000 8640.00 TRAFFIC CONTROL DEVICE | | | 0155 636014-001 200.000 HR | 38.00000 7600.00| 50.00000 10000.00| 40.00000 8000.00 FLAGGER | | | 0160 636023-001 1.000 LS | 20000.00000 20000.00| 10000.00000 10000.00| 23500.00000 23500.00 TEMPORARY TRAFFIC SIGNAL | | | 0165 638002-001 10.000 EA | 100.00000 1000.00| 100.00000 1000.00| 50.00000 500.00 RIGHT OF WAY MARKER | | | 0170 639001-001 LUMP| 5000.00000 5000.00| 11440.00000 11440.00| 5500.00000 5500.00 CONSTRUCTION LAYOUT STAKE | | | 0175 640003-001 LUMP| 3000.00000 3000.00| 10000.00000 10000.00| 4000.00000 4000.00 BUILDING EQUIPMENT | | | 0180 640006-001 4.000 MO | 700.00000 2800.00| 1000.00000 4000.00| 1800.00000 7200.00 SMALL FIELD OFFICE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 007 -8 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9912703 COUNTIES : RANDOLPH LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 31-1553606 |(5) 55-0328627 |(6) 55-0705218 |R & S CONSTRUCTION |J. F. ALLEN COMPANY |NELSON EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 642012-001 1124.000 LF | 3.00000 3372.00| 3.50000 3934.00| 4.50000 5058.00 SILT FENCE | | | 0190 642032-001 2.000 EA | 100.00000 200.00| 200.00000 400.00| 100.00000 200.00 CHECK DAM | | | 0195 652001-001 0.220 TN | 2000.00000 440.00| 66.00000 14.52| 200.00000 44.00 AGRICULTURAL LIMESTONE | | | 0200 652002-001 0.220 TN | 2000.00000 440.00| 1650.00000 363.00| 450.00000 99.00 FERTILIZER, 10-20-10 | | | 0205 652003-001 42.000 LB | 50.00000 2100.00| 22.00000 924.00| 100.00000 4200.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0210 652004-001 0.940 TN | 2000.00000 1880.00| 1980.00000 1861.20| 150.00000 141.00 STRAW OR HAY MULCH | | | 0215 657010-001 71.000 LF | 20.00000 1420.00| 13.20000 937.20| 20.00000 1420.00 3.00 LB CHANNEL POST | | | 0220 657018-001 5.000 EA | 50.00000 250.00| 16.50000 82.50| 50.00000 250.00 POST REMOVAL | | | 0225 661011-001 5.000 EA | 100.00000 500.00| 55.00000 275.00| 200.00000 1000.00 INSTALLATION OF REUSABLE SIGN | | | 0230 663001-004 2073.000 LF | 1.00000 2073.00| 0.70000 1451.10| 1.00000 2073.00 EDGE LINE, TYPE II | | | 0235 663003-005 1035.000 LF | 1.00000 1035.00| 0.70000 724.50| 1.00000 1035.00 BARRIER LINE, TYPE II | | | 0240 663004-011 348.000 LF | 6.50000 2262.00| 4.20000 1461.60| 5.00000 1740.00 CHANNELIZING LINE, TYPE V | | | 0245 663005-010 12.000 LF | 15.00000 180.00| 12.60000 151.20| 16.00000 192.00 STOP LINE, TYPE V | | | 0250 663007-010 600.000 LF | 8.00000 4800.00| 5.25000 3150.00| 6.00000 3600.00 STRIPE, TYPE V | | | 0255 663010-010 4.000 EA | 200.00000 800.00| 173.25000 693.00| 225.00000 900.00 LANE ARROW, TYPE V | | | 0260 401001-001 AA1 534.000 TN | 60.00000 32040.00| 38.00000 20292.00| 56.00000 29904.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL, TYPE 1 | | | 0265 401001-002 AA2 485.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG, TYPE | | | 1 | | | 0270 402001-001 CC1 309.000 TN | 60.00000 18540.00| 43.00000 13287.00| 65.00000 20085.00 HOT-MIX ASPHALT SKID RESISTANT PAVEMENT,| | | STONE OR GRAVEL, TYPE 1 | | | 0275 402001-002 CC2 282.000 TN | | | HOT-MIX ASPHALT SKID RESISTANT PAVEMENT,| | | SLAG, TYPE 1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 007 -9 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9912703 COUNTIES : RANDOLPH LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 31-1553606 |(5) 55-0328627 |(6) 55-0705218 |R & S CONSTRUCTION |J. F. ALLEN COMPANY |NELSON EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 401003-001 DD1 637.000 TN | 60.00000 38220.00| 39.00000 24843.00| 60.00000 38220.00 HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | STONE OR GRAVEL | | | 0285 401003-002 DD2 582.000 TN | | | HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | SLAG | | | SECTION TOTALS | $ 425,034.35| $ 446,363.63| $ 450,232.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 425,034.35| $ 446,363.63| $ 450,232.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 007 -10 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9912703 COUNTIES : RANDOLPH LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(7) 62-1345425 | | |BILCO CONSTRUCTION COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADD TURNING LANE | | | 0005 203001-000 LUMP| 45000.00000 45000.00| | DISMANTLING STRUCTURE (BOX CULVERT) | | | 0010 204001-000 LUMP| 15000.00000 15000.00| | MOBILIZATION | | | 0015 207001-001 1487.000 CY | 10.00000 14870.00| | UNCLASSIFIED EXCAVATION | | | 0020 211002-000 305.000 CY | 35.00000 10675.00| | ROCK BORROW EXCAVATION | | | 0025 212005-000 90.000 CY | 85.00000 7650.00| | SELECT MATERIAL FOR BACKFILLING | | | 0030 212005-000 25.000 CY | 60.00000 1500.00| | SELECT MATERIAL FOR BACKFILLING AASHTO | | | NO. 67 LIMESTONE | | | 0035 218001-000 25.000 CY | 42.00000 1050.00| | RIPRAP | | | 0040 218008-000 223.000 TN | 26.00000 5798.00| | SHOT ROCK | | | 0045 307001-000 381.000 CY | 40.00000 15240.00| | AGGREGATE BASE COURSE, CLASS 1 | | | 0050 307001-000 324.000 CY | 42.00000 13608.00| | AGGREGATE BASE COURSE, CLASS 8 | | | 0055 307001-000 724.000 CY | 40.00000 28960.00| | AGGREGATE BASE COURSE, CLASS 9 | | | 0060 408002-001 585.000 GA | 1.00000 585.00| | BITUMINOUS MATERIAL | | | 0065 601002-001 8.000 CY | 725.00000 5800.00| | CLASS B CONCRETE | | | 0070 602001-001 785.000 LB | 2.00000 1570.00| | REINFORCING STEEL BAR | | | 0075 604001-012 147.000 LF | 60.00000 8820.00| | 15 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0080 604001-016 67.000 LF | 70.00000 4690.00| | 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0085 604009-016 1.000 EA | 300.00000 300.00| | 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 007 -11 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9912703 COUNTIES : RANDOLPH LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(7) 62-1345425 | | |BILCO CONSTRUCTION COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 604070-088 75.000 LF | 1000.00000 75000.00| | 12X6 FT PRECAST CONCRETE BOX CULVERT | | | 0095 605009-001 3.000 EA | 2500.00000 7500.00| | TYPE G INLET | | | 0100 606025-004 1700.000 LF | 10.00000 17000.00| | 6 INCH UNDERDRAIN PIPE | | | 0105 606030-001 140.000 LF | 6.00000 840.00| | OUTLET PIPE | | | 0110 607001-001 188.000 LF | 18.00000 3384.00| | TYPE 1 GUARDRAIL, CLASS 1 | | | 0115 607065-001 4.000 EA | 1300.00000 5200.00| | FLARED END TERMINAL | | | 0120 610003-002 438.000 LF | 50.00000 21900.00| | COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE II | | | 0125 633003-001 13.000 CY | 48.00000 624.00| | DUMPED ROCK GUTTER | | | 0130 636002-001 100.000 TN | 18.00000 1800.00| | AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0135 636004-001 1.000 TN | 300.00000 300.00| | CALCIUM CHLORIDE FOR DUST PALLIATIVE | | | 0140 636007-001 1627.000 LF | 1.00000 1627.00| | ERADICATION OF PAVEMENT MARKING | | | 0145 636008-001 1500.000 LF | 1.10000 1650.00| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0150 636011-001 6912.000 UN | 0.75000 5184.00| | TRAFFIC CONTROL DEVICE | | | 0155 636014-001 200.000 HR | 36.00000 7200.00| | FLAGGER | | | 0160 636023-001 1.000 LS | 22000.00000 22000.00| | TEMPORARY TRAFFIC SIGNAL | | | 0165 638002-001 10.000 EA | 100.00000 1000.00| | RIGHT OF WAY MARKER | | | 0170 639001-001 LUMP| 17250.00000 17250.00| | CONSTRUCTION LAYOUT STAKE | | | 0175 640003-001 LUMP| 1500.00000 1500.00| | BUILDING EQUIPMENT | | | 0180 640006-001 4.000 MO | 650.00000 2600.00| | SMALL FIELD OFFICE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 007 -12 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9912703 COUNTIES : RANDOLPH LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(7) 62-1345425 | | |BILCO CONSTRUCTION COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 642012-001 1124.000 LF | 4.00000 4496.00| | SILT FENCE | | | 0190 642032-001 2.000 EA | 450.00000 900.00| | CHECK DAM | | | 0195 652001-001 0.220 TN | 100.00000 22.00| | AGRICULTURAL LIMESTONE | | | 0200 652002-001 0.220 TN | 2000.00000 440.00| | FERTILIZER, 10-20-10 | | | 0205 652003-001 42.000 LB | 25.00000 1050.00| | SEED MIXTURES, B, C-1, OR C-2 | | | 0210 652004-001 0.940 TN | 2000.00000 1880.00| | STRAW OR HAY MULCH | | | 0215 657010-001 71.000 LF | 15.00000 1065.00| | 3.00 LB CHANNEL POST | | | 0220 657018-001 5.000 EA | 18.00000 90.00| | POST REMOVAL | | | 0225 661011-001 5.000 EA | 58.00000 290.00| | INSTALLATION OF REUSABLE SIGN | | | 0230 663001-004 2073.000 LF | 0.75000 1554.75| | EDGE LINE, TYPE II | | | 0235 663003-005 1035.000 LF | 0.75000 776.25| | BARRIER LINE, TYPE II | | | 0240 663004-011 348.000 LF | 4.50000 1566.00| | CHANNELIZING LINE, TYPE V | | | 0245 663005-010 12.000 LF | 13.00000 156.00| | STOP LINE, TYPE V | | | 0250 663007-010 600.000 LF | 6.00000 3600.00| | STRIPE, TYPE V | | | 0255 663010-010 4.000 EA | 200.00000 800.00| | LANE ARROW, TYPE V | | | 0260 401001-001 AA1 534.000 TN | 50.00000 26700.00| | HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL, TYPE 1 | | | 0265 401001-002 AA2 485.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG, TYPE | | | 1 | | | 0270 402001-001 CC1 309.000 TN | 66.00000 20394.00| | HOT-MIX ASPHALT SKID RESISTANT PAVEMENT,| | | STONE OR GRAVEL, TYPE 1 | | | 0275 402001-002 CC2 282.000 TN | | | HOT-MIX ASPHALT SKID RESISTANT PAVEMENT,| | | SLAG, TYPE 1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 007 -13 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9912703 COUNTIES : RANDOLPH LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(7) 62-1345425 | | |BILCO CONSTRUCTION COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 401003-001 DD1 637.000 TN | 48.00000 30576.00| | HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | STONE OR GRAVEL | | | 0285 401003-002 DD2 582.000 TN | | | HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | SLAG | | | SECTION TOTALS | $ 471,031.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 471,031.00| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 009 -1 VENDOR RANKING CALL ORDER : 009 CONTRACT ID : 0026510 COUNTIES : CABELL LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : HUNTINGTON BUSINESS & IND. PARK (HUNTINGTON-MELISSA RD.) PROJECT(S) : X306-0010/20-000.00 02 LOCATION: I/S NR 10/20 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 61-0897043 MOUNTAIN ENTERPRISES, INC. DBA LENORE ASPHALT, INC $ 337,401.68 100.0000% 2 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 366,967.82 108.7628% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 009 -2 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0026510 COUNTIES : CABELL LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 61-0897043 |(2) 55-0487806 | |MOUNTAIN ENTERPRISES, INC. |ORDERS CONSTRUCTION COMPANY,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 2500.00000 2500.00| 6020.00000 6020.00| CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 10000.00000 10000.00| 10980.00000 10980.00| MOBILIZATION | | | 0015 207001-001 1438.000 CY | 28.59000 41112.42| 17.00000 24446.00| UNCLASSIFIED EXCAVATION | | | 0020 207002-000 622.000 CY | 30.00000 18660.00| 50.00000 31100.00| SUBGRADE | | | 0025 207034-000 4116.000 SY | 1.10000 4527.60| 1.20000 4939.20| FABRIC FOR SEPARATION | | | 0030 307001-000 1076.000 CY | 45.54000 49001.04| 50.00000 53800.00| AGGREGATE BASE COURSE, CLASS | | | 0035 308001-000 132.000 TN | 32.70000 4316.40| 36.00000 4752.00| AGGREGATE BASE COURSE, CLASS | | | 0040 409002-001 1550.000 GA | 1.25000 1937.50| 1.50000 2325.00| BITUMINOUS MATERIAL | | | 0045 605009-001 1.000 EA | 2200.00000 2200.00| 2800.00000 2800.00| TYPE G INLET | | | 0050 606020-001 745.000 LF | 12.00000 8940.00| 18.00000 13410.00| AGGREGATE FILLED FABRIC UNDERDRAIN, | | | 0055 607001-001 425.000 LF | 13.25000 5631.25| 14.30000 6077.50| TYPE 1 GUARDRAIL, CLASS | | | 0060 607010-020 500.650 LF | 3.00000 1501.95| 2.20000 1101.43| GUARDRAIL REMOVAL | | | 0065 636011-001 10465.000 UN | 0.75000 7848.75| 0.82000 8581.30| TRAFFIC CONTROL DEVICE | | | 0070 636014-001 120.000 HR | 37.00000 4440.00| 46.50000 5580.00| FLAGGER | | | 0075 636021-001 60.000 DA | 15.00000 900.00| 16.50000 990.00| ELECTRIC ARROW | | | 0080 636025-001 1440.000 DA | 1.00000 1440.00| 1.10000 1584.00| WARNING LIGHTS, TYPE | | | 0085 637001-001 3.000 MG | 10.00000 30.00| 75.00000 225.00| WATER FOR DUST PALLIATIVE | | | 0090 639001-001 LUMP| 5000.00000 5000.00| 3000.00000 3000.00| CONSTRUCTION LAYOUT STAKE | | | 0095 640006-001 6.000 MO | 1200.00000 7200.00| 2000.00000 12000.00| SMALL FIELD OFFICE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 009 -3 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0026510 COUNTIES : CABELL LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 61-0897043 |(2) 55-0487806 | |MOUNTAIN ENTERPRISES, INC. |ORDERS CONSTRUCTION COMPANY,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 642013-001 LUMP| 3500.00000 3500.00| 4800.00000 4800.00| TEMPORARY POLLUTION CONTROL | | | 0105 652001-001 0.170 TN | 800.00000 136.00| 275.00000 46.75| AGRICULTURAL LIMESTONE | | | 0110 652002-001 0.140 TN | 2000.00000 280.00| 3500.00000 490.00| FERTILIZER, 10-20-10 | | | 0115 652002-002 0.025 TN | 5000.00000 125.00| 4500.00000 112.50| FERTILIZER, UREA FORMALDEHYDE | | | 0120 652003-005 21.000 LB | 75.00000 1575.00| 70.00000 1470.00| SEED MIXTURE, L | | | 0125 652004-001 0.340 TN | 1800.00000 612.00| 3500.00000 1190.00| STRAW OR HAY MULCH | | | 0130 401001-001 AA1 895.000 TN | 48.63000 43523.85| 53.50000 47882.50| HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL, TYPE | | | 0135 401001-002 AA2 813.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG, TYPE | | | 0140 402001-001 BB1 186.000 TN | | | HOT-MIX ASPHALT SKID RESISTANT PAVEMENT,| | | STONE OR GRAVEL, TYPE | | | 0145 402001-002 BB2 169.000 TN | 57.81000 9769.89| 64.00000 10816.00| HOT-MIX ASPHALT SKID RESISTANT PAVEMENT,| | | SLAG, TYPE | | | 0150 604076-016 CC1 193.000 LF | 60.00000 11580.00| 62.00000 11966.00| 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, | | | 0155 604037-016 CC2 193.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | SECTION TOTALS | $ 248,288.65| $ 272,485.18| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 SIGNING & MARKING | | | 0160 657008-001 50.000 LF | 5.50000 275.00| 7.70000 385.00| 2.00 LB CHANNEL POST | | | 0165 657010-001 182.500 LF | 6.50000 1186.25| 11.00000 2007.50| 3.00 LB CHANNEL POST | | | 0170 661001-001 86.620 SF | 19.00000 1645.78| 22.00000 1905.64| 0.080 IN FLAT SHEET SIGN | | | 0175 661004-001 18.000 EA | 32.00000 576.00| 33.00000 594.00| DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/26/00 PAGE : 009 -4 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0026510 COUNTIES : CABELL LETTING DATE : 10/11/00 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 61-0897043 |(2) 55-0487806 | |MOUNTAIN ENTERPRISES, INC. |ORDERS CONSTRUCTION COMPANY,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 661007-001 2.000 UN | 21.00000 42.00| 22.00000 44.00| DELINEATOR, THREE PER UNIT, | | | 0185 663001-004 700.000 LF | 1.00000 700.00| 1.10000 770.00| EDGE LINE, TYPE II | | | 0190 663003-005 200.000 LF | 1.00000 200.00| 1.10000 220.00| BARRIER LINE, TYPE II | | | 0195 663004-004 430.000 LF | 1.50000 645.00| 1.65000 709.50| CHANNELIZING LINE, TYPE II | | | 0200 663005-010 160.000 LF | 11.00000 1760.00| 12.00000 1920.00| STOP LINE, TYPE V | | | 0205 663010-010 2.000 EA | 165.00000 330.00| 182.00000 364.00| LANE ARROW, TYPE V | | | 0210 663011-010 4.000 EA | 65.00000 260.00| 72.00000 288.00| LANE LETTER, TYPE V | | | SECTION TOTALS | $ 7,620.03| $ 9,207.64| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 TRAFFIC SIGNAL | | | 0215 660001-001 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| SIGNAL CONTROLLER | | | 0220 660002-005 8.000 EA | 400.00000 3200.00| 125.00000 1000.00| TRAFFIC DETECTOR, LPS-C | | | 0225 660003-006 21.000 EA | 475.00000 9975.00| 275.00000 5775.00| SIGNAL SECTION, V-12 | | | 0230 660004-041 4.000 EA | 2500.00000 10000.00| 4000.00000 16000.00| SIGNAL SUPPORT, INSTALLATION ONLY, C1 | | | 0235 660005-010 13.000 EA | 800.00000 10400.00| 1000.00000 13000.00| JUNCTION BOX, TYPE H | | | 0240 660007-001 LUMP| 35618.00000 35618.00| 37500.00000 37500.00| MISCELLANEOUS SIGNAL | | | 0245 662007-001 2.000 EA | 650.00000 1300.00| 375.00000 750.00| LUMINAIRE, | | | 0250 662014-001 LUMP| 1000.00000 1000.00| 1250.00000 1250.00| INCIDENTAL ELECTRICAL WORK | | | SECTION TOTALS | $ 81,493.00| $ 85,275.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 337,401.68| $ 366,967.82| ====================================================================================================================================