1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 0108141 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : CORRIDOR D - WEST OF JULIANA ST TO EAST OF JULIANA ST PROJECT(S) : X354-000D/00-004.73 04 OAPD 0282 133 C00 LOCATION: W OF JULIANA ST TO E OF JULIANA ST 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 61-0548463 BIZZACK, INC. $ 10,548,571.79 100.0000% 2 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 10,959,045.97 103.8912% 3 31-1316393 AHERN & ASSOCIATES $ 10,989,000.00 104.1752% 4 31-4444098 ALAN STONE CO., INC. $ 13,220,609.55 125.3308% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0108141 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 31-1316393 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE, DRAIN AND PAVE | | | 0005 201001-000 1.000 LS | 175000.00000 175000.00| 119100.00000 119100.00| 333988.63000 333988.63 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 1000.00000 1000.00| 1500.00000 1500.00| 1000.00000 1000.00 BUILDING DEMOLITION NUMBER, 65/1 | | | 0015 202003-000 LUMP| 500.00000 500.00| 960.00000 960.00| 1500.00000 1500.00 SEPTIC TANK ABANDONMENT NUMBER, 65/2 | | | 0020 204001-000 LUMP| 205000.00000 205000.00| 200900.00000 200900.00| 334000.00000 334000.00 MOBILIZATION | | | 0025 207001-001 347489.000 CY | 5.05000 1754819.45| 5.13000 1782618.57| 5.00000 1737445.00 UNCLASSIFIED EXCAVATION | | | 0030 207002-000 9152.000 CY | 31.00000 283712.00| 37.00000 338624.00| 23.00000 210496.00 SUBGRADE | | | 0035 207033-000 444.000 SY | 2.00000 888.00| 2.30000 1021.20| 2.50000 1110.00 FABRIC FOR SUBGRADE STABILIZATION | | | 0040 207034-000 67540.000 SY | 1.00000 67540.00| 1.00000 67540.00| 1.00000 67540.00 FABRIC FOR SEPARATION | | | 0045 211002-000 3119.000 CY | 10.00000 31190.00| 7.80000 24328.20| 36.00000 112284.00 ROCK BORROW EXCAVATION | | | 0050 218002-000 56.000 CY | 100.00000 5600.00| 120.00000 6720.00| 155.00000 8680.00 GROUTED RIPRAP | | | 0055 307001-000 4918.000 CY | 30.00000 147540.00| 35.00000 172130.00| 31.00000 152458.00 AGGREGATE BASE COURSE, CLASS I | | | 0065 311006-001 6144.000 CY | 40.00000 245760.00| 43.00000 264192.00| 40.00000 245760.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0067 408002-001 195.000 GA | 5.00000 975.00| 1.00000 195.00| 5.00000 975.00 BITUMINOUS MATERIAL | | | 0070 502001-012 650.000 SY | 95.00000 61750.00| 120.00000 78000.00| 116.00000 75400.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0075 601002-001 27.000 CY | 1000.00000 27000.00| 1200.00000 32400.00| 1170.00000 31590.00 CLASS B CONCRETE | | | 0080 605001-001 3.000 EA | 8077.00000 24231.00| 4300.00000 12900.00| 12000.00000 36000.00 TYPE A MANHOLE | | | 0085 605008-001 2.000 EA | 3600.00000 7200.00| 4400.00000 8800.00| 5860.00000 11720.00 TYPE F INLET | | | 0090 605009-001 7.000 EA | 2100.00000 14700.00| 1500.00000 10500.00| 3000.00000 21000.00 TYPE G INLET | | | 0095 605010-001 15.000 EA | 3330.00000 49950.00| 2500.00000 37500.00| 3100.00000 46500.00 TYPE H INLET | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0108141 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 31-1316393 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 606020-001 100.000 LF | 10.00000 1000.00| 14.00000 1400.00| 11.00000 1100.00 AGGREGATE FILLED FABRIC UNDERDRAIN, 12 | | | INCH | | | 0105 606020-001 720.000 LF | 15.00000 10800.00| 11.00000 7920.00| 15.00000 10800.00 AGGREGATE FILLED FABRIC UNDERDRAIN, 24 | | | INCH | | | 0110 606025-002 120.000 LF | 8.00000 960.00| 6.60000 792.00| 5.00000 600.00 4 INCH UNDERDRAIN PIPE | | | 0115 606025-004 790.000 LF | 8.00000 6320.00| 12.00000 9480.00| 2.60000 2054.00 6 INCH UNDERDRAIN PIPE | | | 0117 606025-006 1680.000 LF | 12.00000 20160.00| 5.60000 9408.00| 6.30000 10584.00 8 INCH UNDERDRAIN PIPE | | | 0120 606029-001 11075.000 LF | 6.05000 67003.75| 6.90000 76417.50| 8.00000 88600.00 FREE DRAINING BASE TRENCH | | | 0125 606030-001 3045.000 LF | 8.60000 26187.00| 19.00000 57855.00| 13.00000 39585.00 OUTLET PIPE | | | 0130 607001-001 9595.000 LF | 8.65000 82996.75| 8.80000 84436.00| 8.80000 84436.00 TYPE 1 GUARDRAIL, CLASS I | | | 0132 607003-006 215.000 LF | 7.00000 1505.00| 6.80000 1462.00| 6.75000 1451.25 TYPE 3 GUARDRAIL, CLASS III | | | 0134 607005-001 22.000 LF | 16.50000 363.00| 60.00000 1320.00| 60.00000 1320.00 TYPE 5 GUARDRAIL, CLASS I | | | 0135 607006-001 6.000 EA | 770.00000 4620.00| 910.00000 5460.00| 905.00000 5430.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0140 607025-001 2.000 EA | 380.00000 760.00| 250.00000 500.00| 250.00000 500.00 CUT SLOPE TERMINAL, TYPE | | | 0145 607030-001 5.000 EA | 425.00000 2125.00| 340.00000 1700.00| 340.00000 1700.00 SPECIAL TRAILING END TERMINAL | | | 0150 607065-001 3.000 EA | 1250.00000 3750.00| 1500.00000 4500.00| 1450.00000 4350.00 FLARED END TERMINAL | | | 0155 608001-004 5534.000 LF | 13.84000 76590.56| 13.00000 71942.00| 14.00000 77476.00 5 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0160 610005-002 100.000 LF | 20.00000 2000.00| 15.00000 1500.00| 20.00000 2000.00 BITUMINOUS CURB, TYPE II | | | 0165 610006-005 3615.000 LF | 32.00000 115680.00| 41.00000 148215.00| 42.00000 151830.00 MEDIAN, TYPE V | | | 0170 610021-001 390.000 LF | 50.00000 19500.00| 110.00000 42900.00| 93.00000 36270.00 SINGLE FACED BARRIER | | | 0175 633001-001 542.000 SY | 64.00000 34688.00| 73.00000 39566.00| 90.00000 48780.00 CONCRETE GUTTER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0108141 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 31-1316393 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 633003-001 192.000 CY | 20.00000 3840.00| 15.00000 2880.00| 55.00000 10560.00 DUMPED ROCK GUTTER | | | 0185 636007-001 58840.000 LF | 0.32000 18828.80| 0.40000 23536.00| 0.32000 18828.80 ERADICATION OF PAVEMENT MARKING | | | 0187 636008-001 10000.000 LF | 0.25000 2500.00| 0.28000 2800.00| 0.35000 3500.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0190 636009-001 69240.000 LF | 1.00000 69240.00| 1.00000 69240.00| 1.00000 69240.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE , TYPE VIIB | | | 0192 636010-003 1000.000 EA | 3.38000 3380.00| 2.00000 2000.00| 3.40000 3400.00 TEMPORARY RAISED PAVEMENT MARKER, TYPE | | | TCZ | | | 0195 636011-001 45220.000 UN | 0.80000 36176.00| 0.78000 35271.60| 1.17000 52907.40 TRAFFIC CONTROL DEVICE | | | 0200 636012-010 2.000 EA | 500.00000 1000.00| 250.00000 500.00| 250.00000 500.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0205 636013-001 600.000 EA | 2.50000 1500.00| 2.00000 1200.00| 2.50000 1500.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0210 636014-001 610.000 HR | 43.75000 26687.50| 41.00000 25010.00| 40.00000 24400.00 FLAGGER | | | 0215 636014-002 300.000 HR | 40.00000 12000.00| 38.00000 11400.00| 46.00000 13800.00 TRAFFIC DIRECTOR | | | 0220 636017-001 10330.000 LF | 20.00000 206600.00| 18.00000 185940.00| 12.50000 129125.00 TEMPORARY CONCRETE BARRIER | | | 0225 636018-001 9230.000 LF | 7.00000 64610.00| 2.00000 18460.00| 3.20000 29536.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0230 636021-001 740.000 DA | 10.00000 7400.00| 10.00000 7400.00| 10.00000 7400.00 ELECTRIC ARROW | | | 0235 636022-001 1480.000 DA | 35.00000 51800.00| 34.00000 50320.00| 35.00000 51800.00 CHANGAEBLE MESSAGE SIGN | | | 0237 636023-001 1.000 LS | 2750.00000 2750.00| 6300.00000 6300.00| 5000.00000 5000.00 TEMPORARY TRAFFIC SIGNAL | | | 0240 636025-001 3330.000 DA | 0.50000 1665.00| 0.39000 1298.70| 0.40000 1332.00 WARNING LIGHTS, TYPE A | | | 0245 636025-001 5180.000 DA | 1.25000 6475.00| 1.00000 5180.00| 1.20000 6216.00 WARNING LIGHTS, TYPE B | | | 0250 636025-001 9000.000 DA | 0.40000 3600.00| 0.39000 3510.00| 0.35000 3150.00 WARNING LIGHTS, TYPE C | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0108141 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 31-1316393 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0255 636028-001 50.000 DA | 100.00000 5000.00| 85.00000 4250.00| 15.00000 750.00 SHADOW VEHICLE | | | 0260 637001-001 741.000 MG | 10.00000 7410.00| 27.00000 20007.00| 50.00000 37050.00 WATER FOR DUST PALLIATIVE | | | 0265 638001-001 2.000 EA | 100.00000 200.00| 580.00000 1160.00| 110.00000 220.00 PROJECT MARKER | | | 0270 638002-001 60.000 EA | 75.00000 4500.00| 78.00000 4680.00| 40.00000 2400.00 RIGHT OF WAY MARKER | | | 0275 638003-001 9.000 EA | 200.00000 1800.00| 210.00000 1890.00| 250.00000 2250.00 SURVEY MARKER | | | 0280 639001-001 LUMP| 90500.00000 90500.00| 75800.00000 75800.00| 75000.00000 75000.00 CONSTRUCTION LAYOUT STAKE | | | 0285 640001-001 13.000 MO | 2200.00000 28600.00| 800.00000 10400.00| 1500.00000 19500.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0290 640003-001 LUMP| 6500.00000 6500.00| 1200.00000 1200.00| 1500.00000 1500.00 BUILDING EQUIPMENT | | | 0295 642001-001 3766.000 LF | 0.25000 941.50| 1.50000 5649.00| 0.60000 2259.60 TEMPORARY BERM | | | 0300 642002-001 484.000 LF | 10.00000 4840.00| 7.20000 3484.80| 10.00000 4840.00 SLOPE DRAIN | | | 0305 642004-001 1183.000 LB | 0.01000 11.83| 1.30000 1537.90| 0.01000 11.83 SEED MIXTURE, TEMPORARY | | | 0310 642004-002 676.000 LB | 0.10000 67.60| 1.00000 676.00| 0.10000 67.60 SEED MIXTURE, B | | | 0315 642004-003 710.000 LB | 4.00000 2840.00| 6.00000 4260.00| 4.00000 2840.00 SEED MIXTURE, D | | | 0320 642005-001 29.000 TN | 570.00000 16530.00| 350.00000 10150.00| 570.00000 16530.00 MULCH, STRAW OR HAY | | | 0325 642005-002 3.000 TN | 1500.00000 4500.00| 1500.00000 4500.00| 1500.00000 4500.00 MULCH, WOOD CELLULOSE FIBER | | | 0330 642006-001 7.000 TN | 300.00000 2100.00| 1100.00000 7700.00| 300.00000 2100.00 FERTILIZER | | | 0335 642009-001 16878.000 LF | 0.25000 4219.50| 1.50000 25317.00| 0.33000 5569.74 CONTOUR DITCH | | | 0340 642010-001 27.000 TN | 10.00000 270.00| 10.00000 270.00| 10.00000 270.00 AGRICULTURAL LIMESTONE | | | 0345 642011-001 2809.000 EA | 6.00000 16854.00| 13.00000 36517.00| 7.00000 19663.00 HAY OR STRAW BALE | | | 0350 642012-001 8415.000 LF | 2.50000 21037.50| 1.90000 15988.50| 2.00000 16830.00 SILT FENCE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0108141 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 31-1316393 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0352 642031-001 21.000 EA | 75.00000 1575.00| 110.00000 2310.00| 95.00000 1995.00 DITCH CHECK | | | 0354 642033-001 546.000 CY | 5.00000 2730.00| 8.70000 4750.20| 4.50000 2457.00 SEDIMENT TRAP | | | 0355 642036-001 273.000 CY | 10.00000 2730.00| 8.70000 2375.10| 4.50000 1228.50 SEDIMENT REMOVAL | | | 0365 652001-001 24.000 TN | 10.00000 240.00| 10.00000 240.00| 10.00000 240.00 AGRICULTURAL LIMESTONE | | | 0370 652002-001 9.000 TN | 250.00000 2250.00| 1300.00000 11700.00| 250.00000 2250.00 FERTILIZER, 10-20-10 | | | 0375 652002-002 2.000 TN | 1000.00000 2000.00| 480.00000 960.00| 1000.00000 2000.00 FERTILIZER, UREA FORMALDEHYDE | | | 0380 652003-001 676.000 LB | 0.50000 338.00| 1.50000 1014.00| 0.50000 338.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0385 652003-002 710.000 LB | 8.00000 5680.00| 6.00000 4260.00| 8.00000 5680.00 SEED MIXTURE, D | | | 0390 652004-001 29.000 TN | 440.00000 12760.00| 350.00000 10150.00| 440.00000 12760.00 STRAW OR HAY MULCH | | | 0395 652004-002 3.000 TN | 1000.00000 3000.00| 1100.00000 3300.00| 1000.00000 3000.00 WOOD CELLULOSE FIBER MULCH | | | 0400 655001-001 832.000 SY | 1.25000 1040.00| 2.60000 2163.20| 1.25000 1040.00 MATTING | | | 0405 655002-001 3722.000 SY | 4.20000 15632.40| 4.30000 16004.60| 4.20000 15632.40 PERMANENT EROSION MATTING, TYPE B | | | 0410 664001-008 3.000 EA | 3000.00000 9000.00| 3800.00000 11400.00| 6500.00000 19500.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 0415 664001-016 1.000 EA | 18650.00000 18650.00| 17000.00000 17000.00| 23500.00000 23500.00 IMPACT ATTENUATING DEVICE, TYPE VIII | | | 0420 664001-009 3.000 EA | 800.00000 2400.00| 730.00000 2190.00| 1100.00000 3300.00 REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 0430 401001-011 AA1 34790.000 TN | 29.20000 1015868.00| 30.00000 1043700.00| 29.20000 1015868.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0435 401001-012 AA2 31625.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0440 401001-011 AB1 2052.000 TN | 31.75000 65151.00| 30.00000 61560.00| 31.75000 65151.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0108141 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 31-1316393 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0445 401001-012 AB2 1866.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0450 401007-011 AC1 713.000 TN | 31.75000 22637.75| 38.00000 27094.00| 31.75000 22637.75 SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL | | | 0455 401007-012 AC2 649.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, SLAG | | | 0460 402001-011 AD1 3882.000 TN | 40.00000 155280.00| 36.00000 139752.00| 40.00000 155280.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE I | | | 0465 402001-012 AD2 3522.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE I | | | 0470 604004-016 AE1 574.000 LF | | | 18 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0475 604076-016 AE2 574.000 LF | 31.80000 18253.20| 24.00000 13776.00| 38.00000 21812.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0480 604004-016 AF1 1028.000 LF | | | 18 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0485 604076-016 AF2 1028.000 LF | 36.90000 37933.20| 29.00000 29812.00| 48.00000 49344.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0490 604037-016 AF3 1028.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0495 604004-020 AG1 313.000 LF | | | 24 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0500 604076-020 AG2 313.000 LF | 52.80000 16526.40| 50.00000 15650.00| 74.00000 23162.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0505 604004-020 AH1 121.000 LF | | | 24 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0108141 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 31-1316393 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0510 604076-020 AH2 121.000 LF | 41.40000 5009.40| 38.00000 4598.00| 66.00000 7986.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0515 604037-020 AH3 121.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0520 604004-022 AJ1 210.000 LF | | | 30 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0525 604076-022 AJ2 210.000 LF | 81.80000 17178.00| 84.00000 17640.00| 99.00000 20790.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0530 604037-022 AJ3 210.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0535 604004-024 AK1 30.000 LF | | | 36 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0537 604009-024 AK1 1.000 EA | | | 36 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0540 604076-024 AK2 30.000 LF | 58.44000 1753.20| 85.00000 2550.00| 64.00000 1920.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0542 604009-024 AK2 1.000 EA | 700.00000 700.00| 2300.00000 2300.00| 585.00000 585.00 36 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0545 604004-026 AL1 25.000 LF | | | 42 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0550 604076-026 AL2 25.000 LF | 66.80000 1670.00| 120.00000 3000.00| 83.00000 2075.00 42 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0555 604004-028 AM1 263.000 LF | | | 48 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0560 604076-028 AM2 263.000 LF | 81.40000 21408.20| 74.00000 19462.00| 62.00000 16306.00 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0565 604037-028 AM3 263.000 LF | | | 48 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0108141 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 31-1316393 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0570 604004-028 AN1 95.000 LF | | | 48 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0575 604076-028 AN2 95.000 LF | 72.50000 6887.50| 72.00000 6840.00| 65.00000 6175.00 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0580 604004-032 AP1 52.000 LF | | | 60 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0585 604076-032 AP2 52.000 LF | 192.90000 10030.80| 210.00000 10920.00| 270.00000 14040.00 60 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0590 636002-001 AQ1 50.000 TN | 25.00000 1250.00| 17.00000 850.00| 25.00000 1250.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0595 636002-002 AQ2 46.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | 0597 307005-001 AR1 507.000 TN | 15.00000 7605.00| 31.00000 15717.00| 30.00000 15210.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS III | | | 0598 307005-002 AR2 485.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS III | | | SECTION TOTALS | $ 5,805,305.79| $ 5,919,424.07| $ 6,179,172.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 SIGNING AND PAVEMENT MARKINGS | | | 0600 657006-001 61.000 LF | 16.50000 1006.50| 15.00000 915.00| 16.50000 1006.50 S4X7.7, A-441 SUPPORT, GALVANIZED | | | 0605 657006-005 65.000 LF | 21.50000 1397.50| 19.00000 1235.00| 21.50000 1397.50 W6X12, A-441 SUPPORT, GALVANIZED | | | 0610 657006-010 293.000 LF | 24.90000 7295.70| 22.00000 6446.00| 25.00000 7325.00 W8X18, A-441 SUPPORT, GALVANIZED | | | 0615 657008-001 429.000 LF | 4.25000 1823.25| 5.50000 2359.50| 4.25000 1823.25 2.00 LB CHANNEL POST | | | 0620 657010-001 452.000 LF | 5.00000 2260.00| 6.00000 2712.00| 5.00000 2260.00 3.00 LB CHANNEL POST | | | 0625 657012-001 65.000 LF | 6.50000 422.50| 8.10000 526.50| 6.50000 422.50 4.00 LB BACK TO BACK CHANNEL POST | | | 0630 657017-001 18.000 CY | 630.00000 11340.00| 780.00000 14040.00| 630.00000 11340.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0108141 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 31-1316393 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0635 658001-001 16.000 CY | 715.00000 11440.00| 850.00000 13600.00| 715.00000 11440.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 0640 658003-001 1.000 EA | 35500.00000 35500.00| 35200.00000 35200.00| 38600.00000 38600.00 OVERHEAD SIGN, GALVANIZED STEEL | | | (ASSEMBLY 01) | | | 0645 658003-001 1.000 EA | 13500.00000 13500.00| 13100.00000 13100.00| 13600.00000 13600.00 OVERHEAD SIGN, GALVANIZED STEEL | | | (ASSEMBLY 21) | | | 0650 659001-001 LUMP| 7500.00000 7500.00| 7500.00000 7500.00| 7500.00000 7500.00 SIGN LIGHTING, TYPE 3 , 250W (ASSEMBLY | | | 1) | | | 0655 659001-001 LUMP| 7500.00000 7500.00| 7500.00000 7500.00| 7500.00000 7500.00 SIGN LIGHTING, TYPE 3 , 250W (ASSEMBLY | | | 21) | | | 0657 659002-001 3.000 EA | 6500.00000 19500.00| 6500.00000 19500.00| 6500.00000 19500.00 SIGN LIGHTING REPLACEMENT | | | 0660 661001-001 358.000 SF | 12.50000 4475.00| 13.00000 4654.00| 12.50000 4475.00 0.080 IN FLAT SHEET SIGN | | | 0665 661002-001 2044.000 SF | 15.75000 32193.00| 14.00000 28616.00| 15.75000 32193.00 EXTRUDED PANEL SIGN | | | 0670 661004-001 78.000 EA | 3.15000 245.70| 5.00000 390.00| 5.00000 390.00 DELINEATOR, REFLEX REFLECTOR, SINGLE, , | | | WHITE | | | 0675 661004-001 3.000 EA | 3.15000 9.45| 5.00000 15.00| 5.00000 15.00 DELINEATOR, REFLEX REFLECTOR, SINGLE, , | | | AMBER | | | 0680 661008-001 19.000 EA | 45.00000 855.00| 65.00000 1235.00| 40.00000 760.00 DELINEATOR BRACKET, TYPE C | | | 0685 661013-001 58.000 EA | 30.00000 1740.00| 35.00000 2030.00| 30.00000 1740.00 PLASTIC DELINEATOR POST, | | | 0687 661020-001 37.000 EA | 7.00000 259.00| 6.00000 222.00| 7.00000 259.00 DELINEATOR, TYPE B-1 | | | 0690 663001-004 18375.000 LF | 0.12000 2205.00| 0.26000 4777.50| 0.12000 2205.00 EDGE LINE, TYPE II WHITE | | | 0695 663001-004 16025.000 LF | 0.12000 1923.00| 0.26000 4166.50| 0.12000 1923.00 EDGE LINE, TYPE II YELLOW | | | 0700 663002-005 3910.000 LF | 0.15000 586.50| 0.26000 1016.60| 0.15000 586.50 LANE LINE OR CENTERLINE, TYPE II , WHITE| | | 0705 663003-005 350.000 LF | 1.00000 350.00| 0.50000 175.00| 1.00000 350.00 BARRIER LINE, TYPE II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0108141 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 31-1316393 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0710 663004-004 325.000 LF | 1.00000 325.00| 0.50000 162.50| 1.00000 325.00 CHANNELIZING LINE, TYPE II | | | 0715 663005-010 30.000 LF | 11.85000 355.50| 11.00000 330.00| 11.80000 354.00 STOP LINE, TYPE V (24") | | | 0720 663007-010 450.000 LF | 11.85000 5332.50| 11.00000 4950.00| 11.80000 5310.00 STRIPE, TYPE V (24") | | | 0725 663012-208 163.000 EA | 28.00000 4564.00| 40.00000 6520.00| 28.00000 4564.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 175,904.10| $ 183,894.10| $ 179,164.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 ROADWAY LIGHTING | | | 0730 662002-001 LUMP| 40000.00000 40000.00| 40200.00000 40200.00| 49000.00000 49000.00 GALVANIZED STEEL CONDUIT 05 | | | 0735 662006-001 6.000 EA | 600.00000 3600.00| 600.00000 3600.00| 600.00000 3600.00 JUNCTION BOX, TYPE A | | | 0740 662006-001 32.000 EA | 1000.00000 32000.00| 1000.00000 32000.00| 1000.00000 32000.00 JUNCTION BOX, TYPE H, 18"X18" | | | 0745 662007-001 15.000 EA | 400.00000 6000.00| 400.00000 6000.00| 400.00000 6000.00 LUMINAIRE, 150W | | | 0750 662007-001 21.000 EA | 250.00000 5250.00| 250.00000 5250.00| 250.00000 5250.00 LUMINAIRE, 250W | | | 0755 662007-001 54.000 EA | 400.00000 21600.00| 400.00000 21600.00| 400.00000 21600.00 LUMINAIRE, 400W | | | 0760 662008-001 1.000 LS | 32000.00000 32000.00| 32200.00000 32200.00| 32000.00000 32000.00 CABLE, 05 | | | 0765 662010-010 21.000 EA | 2500.00000 52500.00| 2500.00000 52500.00| 2500.00000 52500.00 LIGHTING SUPPORT, TYPE X, 30-10 | | | 0770 662010-010 1.000 EA | 16000.00000 16000.00| 16100.00000 16100.00| 16000.00000 16000.00 LIGHTING SUPPORT, TYPE X, 120-6 | | | 0775 662010-010 6.000 EA | 17000.00000 102000.00| 17100.00000 102600.00| 17000.00000 102000.00 LIGHTING SUPPORT, TYPE X, 120-8 | | | 0780 662013-001 LUMP| 25000.00000 25000.00| 25100.00000 25100.00| 25000.00000 25000.00 SERVICE AND CONTROL STATION, 05 | | | 0785 662014-001 LUMP| 10000.00000 10000.00| 10100.00000 10100.00| 10000.00000 10000.00 INCIDENTAL ELECTRICAL WORK | | | 0790 662015-001 1.000 LS | 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 ELECTRICAL TEST, 05 | | | 0795 662020-001 1.000 LS | 8500.00000 8500.00| 8500.00000 8500.00| 8500.00000 8500.00 NAVIGATION LIGHTING SYSTEM, | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 001 -12 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0108141 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 31-1316393 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 356,450.00| $ 357,750.00| $ 365,450.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 BRIDGE NO. 4995 JULIANA STREET EXTENSION | | | 0800 203001-000 LUMP| 183000.00000 183000.00| 266700.00000 266700.00| 275000.00000 275000.00 DISMANTLING STRUCTURE | | | 0805 212001-000 754.000 CY | 50.00000 37700.00| 71.00000 53534.00| 55.00000 41470.00 STRUCTURE EXCAVATION | | | 0810 212003-000 974.000 CY | 110.00000 107140.00| 70.00000 68180.00| 50.00000 48700.00 ROCK EXCAVATION | | | 0815 212005-000 229.000 CY | 57.00000 13053.00| 68.00000 15572.00| 95.00000 21755.00 SELECT MATERIAL FOR BACKFILLING | | | 0820 218005-000 240.000 SY | 57.00000 13680.00| 80.00000 19200.00| 75.00000 18000.00 CONCRETE SLOPE PROTECTION | | | 0825 601002-001 1371.000 CY | 400.00000 548400.00| 390.00000 534690.00| 345.00000 472995.00 CLASS B CONCRETE | | | 0830 601003-001 734.000 CY | 400.00000 293600.00| 580.00000 425720.00| 550.00000 403700.00 CLASS K CONCRETE | | | 0835 602001-001 181924.000 LB | 0.65000 118250.60| 0.58000 105515.92| 0.75000 136443.00 REINFORCING STEEL BAR | | | 0840 602002-001 157312.000 LB | 0.70000 110118.40| 0.72000 113264.64| 0.75000 117984.00 EPOXY COATED REINFORCING STEEL BAR | | | 0845 615001-001 1.000 LS | 1178000.00000 1178000.00| 1169500.00000 1169500.00| 1186000.00000 1186000.00 STEEL SUPERSTRUCTURE | | | 0850 616004-003 102.000 LF | 50.00000 5100.00| 34.00000 3468.00| 25.00000 2550.00 HP10X42 STEEL BEARING PILE, DRIVEN | | | 0855 616004-006 800.000 LF | 40.00000 32000.00| 27.00000 21600.00| 35.00000 28000.00 HP12X53 STEEL BEARING PILE, DRIVEN | | | 0860 617003-001 169.000 LF | 135.00000 22815.00| 190.00000 32110.00| 200.00000 33800.00 ALUMINUM RAILING | | | 0865 639001-001 LUMP| 15000.00000 15000.00| 15300.00000 15300.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | 0870 679002-001 135.000 CY | 400.00000 54000.00| 750.00000 101250.00| 775.00000 104625.00 SPECIALIZED CONCRETE OVERLAY | | | 0875 679006-001 LUMP| 2500.00000 2500.00| 3200.00000 3200.00| 500.00000 500.00 TEST SLAB | | | SECTION TOTALS | $ 2,734,357.00| $ 2,948,804.56| $ 2,896,522.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 BRIDGE NO. 4996 JULIANA STREET WBL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 001 -13 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0108141 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 31-1316393 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0880 212001-000 175.000 CY | 36.00000 6300.00| 71.00000 12425.00| 32.00000 5600.00 STRUCTURE EXCAVATION | | | 0885 218005-000 282.000 SY | 57.00000 16074.00| 93.00000 26226.00| 67.00000 18894.00 CONCRETE SLOPE PROTECTION | | | 0890 601002-001 345.000 CY | 400.00000 138000.00| 410.00000 141450.00| 375.00000 129375.00 CLASS B CONCRETE | | | 0895 601003-001 295.000 CY | 400.00000 118000.00| 530.00000 156350.00| 585.00000 172575.00 CLASS K CONCRETE | | | 0900 602001-001 37160.000 LB | 0.65000 24154.00| 0.58000 21552.80| 0.75000 27870.00 REINFORCING STEEL BAR | | | 0905 602002-001 78627.000 LB | 0.70000 55038.90| 0.72000 56611.44| 0.75000 58970.25 EPOXY COATED REINFORCING STEEL BAR | | | 0910 615001-001 1.000 LS | 550000.00000 550000.00| 597700.00000 597700.00| 468500.00000 468500.00 STEEL SUPERSTRUCTURE | | | 0915 616004-006 1429.000 LF | 32.00000 45728.00| 27.00000 38583.00| 31.00000 44299.00 HP12X53 STEEL BEARING PILE, DRIVEN | | | 0920 639001-001 LUMP| 10000.00000 10000.00| 9200.00000 9200.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | 0925 679002-001 56.000 CY | 400.00000 22400.00| 870.00000 48720.00| 600.00000 33600.00 SPECIALIZED CONCRETE OVERLAY | | | 0930 679006-001 LUMP| 2500.00000 2500.00| 3200.00000 3200.00| 500.00000 500.00 TEST SLAB | | | 0935 626002-001 RR1 7686.000 SF | | 48.00000 368928.00| 45.00000 345870.00 MSE RETAINING WALL, RETAINED EARTH | | | 0940 626002-002 RR2 7686.000 SF | 56.00000 430416.00| | MSE RETAINING WALL, REINFORCED EARTH | | | SECTION TOTALS | $ 1,418,610.90| $ 1,480,946.24| $ 1,311,053.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 WATERLINE RELOCATION | | | 0945 639001-001 LUMP| 3306.00000 3306.00| 7600.00000 7600.00| 2500.00000 2500.00 CONSTRUCTION LAYOUT STAKE | | | 0950 670007-022 2593.000 LF | 16.00000 41488.00| 19.00000 49267.00| 16.00000 41488.00 8 INCH PLASTIC PIPE, CLASS 200 | | | 0955 670009-200 2.000 EA | 625.00000 1250.00| 480.00000 960.00| 625.00000 1250.00 6 INCH GATE VALVE AND VALVE BOX | | | 0960 670009-220 2.000 EA | 800.00000 1600.00| 650.00000 1300.00| 800.00000 1600.00 8 INCH GATE VALVE AND VALVE BOX | | | 0965 670013-200 2.000 EA | 2100.00000 4200.00| 1600.00000 3200.00| 2100.00000 4200.00 6 INCH FIRE HYDRANT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 001 -14 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0108141 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 31-1316393 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0970 670019-001 1.000 EA | 1000.00000 1000.00| 1400.00000 1400.00| 1000.00000 1000.00 SPECIAL VALVE, AIR RELEASE ASSEMBLY | | | SECTION TOTALS | $ 52,844.00| $ 63,727.00| $ 52,038.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 COMPUTER SYSTEM | | | 0975 640004-001 LUMP| 3500.00000 3500.00| 2900.00000 2900.00| 4000.00000 4000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 3,500.00| $ 2,900.00| $ 4,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 ON THE JOB TRAINING | | | 0980 699000-001 2000.000 HR | 0.80000 1600.00| 0.80000 1600.00| 0.80000 1600.00 ON JOB TRAINING | | | SECTION TOTALS | $ 1,600.00| $ 1,600.00| $ 1,600.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 10,548,571.79| $ 10,959,045.97| $ 10,989,000.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 001 -15 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0108141 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 31-4444098 | | |ALAN STONE CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE, DRAIN AND PAVE | | | 0005 201001-000 1.000 LS | 350000.00000 350000.00| | CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 3000.00000 3000.00| | BUILDING DEMOLITION NUMBER, 65/1 | | | 0015 202003-000 LUMP| 3000.00000 3000.00| | SEPTIC TANK ABANDONMENT NUMBER, 65/2 | | | 0020 204001-000 LUMP| 288000.00000 288000.00| | MOBILIZATION | | | 0025 207001-001 347489.000 CY | 5.33000 1852116.37| | UNCLASSIFIED EXCAVATION | | | 0030 207002-000 9152.000 CY | 31.00000 283712.00| | SUBGRADE | | | 0035 207033-000 444.000 SY | 1.44000 639.36| | FABRIC FOR SUBGRADE STABILIZATION | | | 0040 207034-000 67540.000 SY | 1.12000 75644.80| | FABRIC FOR SEPARATION | | | 0045 211002-000 3119.000 CY | 13.66000 42605.54| | ROCK BORROW EXCAVATION | | | 0050 218002-000 56.000 CY | 122.00000 6832.00| | GROUTED RIPRAP | | | 0055 307001-000 4918.000 CY | 34.00000 167212.00| | AGGREGATE BASE COURSE, CLASS I | | | 0065 311006-001 6144.000 CY | 44.00000 270336.00| | OPEN GRADED FREE DRAINING BASE COURSE | | | 0067 408002-001 195.000 GA | 1.00000 195.00| | BITUMINOUS MATERIAL | | | 0070 502001-012 650.000 SY | 135.00000 87750.00| | 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0075 601002-001 27.000 CY | 1100.00000 29700.00| | CLASS B CONCRETE | | | 0080 605001-001 3.000 EA | 2600.00000 7800.00| | TYPE A MANHOLE | | | 0085 605008-001 2.000 EA | 2800.00000 5600.00| | TYPE F INLET | | | 0090 605009-001 7.000 EA | 1900.00000 13300.00| | TYPE G INLET | | | 0095 605010-001 15.000 EA | 2200.00000 33000.00| | TYPE H INLET | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 001 -16 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0108141 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 31-4444098 | | |ALAN STONE CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 606020-001 100.000 LF | 15.00000 1500.00| | AGGREGATE FILLED FABRIC UNDERDRAIN, 12 | | | INCH | | | 0105 606020-001 720.000 LF | 14.00000 10080.00| | AGGREGATE FILLED FABRIC UNDERDRAIN, 24 | | | INCH | | | 0110 606025-002 120.000 LF | 7.00000 840.00| | 4 INCH UNDERDRAIN PIPE | | | 0115 606025-004 790.000 LF | 8.00000 6320.00| | 6 INCH UNDERDRAIN PIPE | | | 0117 606025-006 1680.000 LF | 9.00000 15120.00| | 8 INCH UNDERDRAIN PIPE | | | 0120 606029-001 11075.000 LF | 6.88000 76196.00| | FREE DRAINING BASE TRENCH | | | 0125 606030-001 3045.000 LF | 12.00000 36540.00| | OUTLET PIPE | | | 0130 607001-001 9595.000 LF | 9.12000 87506.40| | TYPE 1 GUARDRAIL, CLASS I | | | 0132 607003-006 215.000 LF | 16.00000 3440.00| | TYPE 3 GUARDRAIL, CLASS III | | | 0134 607005-001 22.000 LF | 17.00000 374.00| | TYPE 5 GUARDRAIL, CLASS I | | | 0135 607006-001 6.000 EA | 812.00000 4872.00| | THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0140 607025-001 2.000 EA | 400.00000 800.00| | CUT SLOPE TERMINAL, TYPE | | | 0145 607030-001 5.000 EA | 423.00000 2115.00| | SPECIAL TRAILING END TERMINAL | | | 0150 607065-001 3.000 EA | 1200.00000 3600.00| | FLARED END TERMINAL | | | 0155 608001-004 5534.000 LF | 13.34000 73823.56| | 5 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0160 610005-002 100.000 LF | 20.00000 2000.00| | BITUMINOUS CURB, TYPE II | | | 0165 610006-005 3615.000 LF | 57.00000 206055.00| | MEDIAN, TYPE V | | | 0170 610021-001 390.000 LF | 49.00000 19110.00| | SINGLE FACED BARRIER | | | 0175 633001-001 542.000 SY | 55.00000 29810.00| | CONCRETE GUTTER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 001 -17 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0108141 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 31-4444098 | | |ALAN STONE CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 633003-001 192.000 CY | 40.00000 7680.00| | DUMPED ROCK GUTTER | | | 0185 636007-001 58840.000 LF | 0.54000 31773.60| | ERADICATION OF PAVEMENT MARKING | | | 0187 636008-001 10000.000 LF | 0.30000 3000.00| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0190 636009-001 69240.000 LF | 1.12000 77548.80| | TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE , TYPE VIIB | | | 0192 636010-003 1000.000 EA | 4.00000 4000.00| | TEMPORARY RAISED PAVEMENT MARKER, TYPE | | | TCZ | | | 0195 636011-001 45220.000 UN | 1.12000 50646.40| | TRAFFIC CONTROL DEVICE | | | 0200 636012-010 2.000 EA | 20.00000 40.00| | PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0205 636013-001 600.000 EA | 4.00000 2400.00| | INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0210 636014-001 610.000 HR | 37.00000 22570.00| | FLAGGER | | | 0215 636014-002 300.000 HR | 38.00000 11400.00| | TRAFFIC DIRECTOR | | | 0220 636017-001 10330.000 LF | 22.00000 227260.00| | TEMPORARY CONCRETE BARRIER | | | 0225 636018-001 9230.000 LF | 4.00000 36920.00| | REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0230 636021-001 740.000 DA | 15.00000 11100.00| | ELECTRIC ARROW | | | 0235 636022-001 1480.000 DA | 34.00000 50320.00| | CHANGAEBLE MESSAGE SIGN | | | 0237 636023-001 1.000 LS | 7000.00000 7000.00| | TEMPORARY TRAFFIC SIGNAL | | | 0240 636025-001 3330.000 DA | 0.53000 1764.90| | WARNING LIGHTS, TYPE A | | | 0245 636025-001 5180.000 DA | 1.50000 7770.00| | WARNING LIGHTS, TYPE B | | | 0250 636025-001 9000.000 DA | 0.53000 4770.00| | WARNING LIGHTS, TYPE C | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 001 -18 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0108141 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 31-4444098 | | |ALAN STONE CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0255 636028-001 50.000 DA | 288.00000 14400.00| | SHADOW VEHICLE | | | 0260 637001-001 741.000 MG | 10.00000 7410.00| | WATER FOR DUST PALLIATIVE | | | 0265 638001-001 2.000 EA | 490.00000 980.00| | PROJECT MARKER | | | 0270 638002-001 60.000 EA | 75.00000 4500.00| | RIGHT OF WAY MARKER | | | 0275 638003-001 9.000 EA | 188.00000 1692.00| | SURVEY MARKER | | | 0280 639001-001 LUMP| 168000.00000 168000.00| | CONSTRUCTION LAYOUT STAKE | | | 0285 640001-001 13.000 MO | 1275.00000 16575.00| | STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0290 640003-001 LUMP| 2900.00000 2900.00| | BUILDING EQUIPMENT | | | 0295 642001-001 3766.000 LF | 1.00000 3766.00| | TEMPORARY BERM | | | 0300 642002-001 484.000 LF | 1.20000 580.80| | SLOPE DRAIN | | | 0305 642004-001 1183.000 LB | 8.80000 10410.40| | SEED MIXTURE, TEMPORARY | | | 0310 642004-002 676.000 LB | 2.20000 1487.20| | SEED MIXTURE, B | | | 0315 642004-003 710.000 LB | 3.38000 2399.80| | SEED MIXTURE, D | | | 0320 642005-001 29.000 TN | 412.00000 11948.00| | MULCH, STRAW OR HAY | | | 0325 642005-002 3.000 TN | 412.00000 1236.00| | MULCH, WOOD CELLULOSE FIBER | | | 0330 642006-001 7.000 TN | 1700.00000 11900.00| | FERTILIZER | | | 0335 642009-001 16878.000 LF | 0.67000 11308.26| | CONTOUR DITCH | | | 0340 642010-001 27.000 TN | 20.00000 540.00| | AGRICULTURAL LIMESTONE | | | 0345 642011-001 2809.000 EA | 5.45000 15309.05| | HAY OR STRAW BALE | | | 0350 642012-001 8415.000 LF | 2.39000 20111.85| | SILT FENCE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 001 -19 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0108141 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 31-4444098 | | |ALAN STONE CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0352 642031-001 21.000 EA | 60.00000 1260.00| | DITCH CHECK | | | 0354 642033-001 546.000 CY | 2.00000 1092.00| | SEDIMENT TRAP | | | 0355 642036-001 273.000 CY | 2.00000 546.00| | SEDIMENT REMOVAL | | | 0365 652001-001 24.000 TN | 45.00000 1080.00| | AGRICULTURAL LIMESTONE | | | 0370 652002-001 9.000 TN | 700.00000 6300.00| | FERTILIZER, 10-20-10 | | | 0375 652002-002 2.000 TN | 2000.00000 4000.00| | FERTILIZER, UREA FORMALDEHYDE | | | 0380 652003-001 676.000 LB | 2.20000 1487.20| | SEED MIXTURES, B, C-1, OR C-2 | | | 0385 652003-002 710.000 LB | 4.20000 2982.00| | SEED MIXTURE, D | | | 0390 652004-001 29.000 TN | 420.00000 12180.00| | STRAW OR HAY MULCH | | | 0395 652004-002 3.000 TN | 500.00000 1500.00| | WOOD CELLULOSE FIBER MULCH | | | 0400 655001-001 832.000 SY | 5.00000 4160.00| | MATTING | | | 0405 655002-001 3722.000 SY | 5.00000 18610.00| | PERMANENT EROSION MATTING, TYPE B | | | 0410 664001-008 3.000 EA | 6000.00000 18000.00| | IMPACT ATTENUATING DEVICE, TYPE IV | | | 0415 664001-016 1.000 EA | 21000.00000 21000.00| | IMPACT ATTENUATING DEVICE, TYPE VIII | | | 0420 664001-009 3.000 EA | 3000.00000 9000.00| | REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 0430 401001-011 AA1 34790.000 TN | 33.00000 1148070.00| | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0435 401001-012 AA2 31625.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0440 401001-011 AB1 2052.000 TN | 33.00000 67716.00| | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 001 -20 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0108141 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 31-4444098 | | |ALAN STONE CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0445 401001-012 AB2 1866.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0450 401007-011 AC1 713.000 TN | 46.00000 32798.00| | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL | | | 0455 401007-012 AC2 649.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, SLAG | | | 0460 402001-011 AD1 3882.000 TN | 38.00000 147516.00| | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE I | | | 0465 402001-012 AD2 3522.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE I | | | 0470 604004-016 AE1 574.000 LF | 41.00000 23534.00| | 18 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0475 604076-016 AE2 574.000 LF | | | 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0480 604004-016 AF1 1028.000 LF | 45.00000 46260.00| | 18 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0485 604076-016 AF2 1028.000 LF | | | 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0490 604037-016 AF3 1028.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0495 604004-020 AG1 313.000 LF | 55.00000 17215.00| | 24 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0500 604076-020 AG2 313.000 LF | | | 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0505 604004-020 AH1 121.000 LF | 66.00000 7986.00| | 24 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 001 -21 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0108141 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 31-4444098 | | |ALAN STONE CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0510 604076-020 AH2 121.000 LF | | | 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0515 604037-020 AH3 121.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0520 604004-022 AJ1 210.000 LF | 55.00000 11550.00| | 30 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0525 604076-022 AJ2 210.000 LF | | | 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0530 604037-022 AJ3 210.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0535 604004-024 AK1 30.000 LF | 67.00000 2010.00| | 36 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0537 604009-024 AK1 1.000 EA | 750.00000 750.00| | 36 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0540 604076-024 AK2 30.000 LF | | | 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0542 604009-024 AK2 1.000 EA | | | 36 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0545 604004-026 AL1 25.000 LF | 75.00000 1875.00| | 42 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0550 604076-026 AL2 25.000 LF | | | 42 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0555 604004-028 AM1 263.000 LF | 73.00000 19199.00| | 48 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0560 604076-028 AM2 263.000 LF | | | 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0565 604037-028 AM3 263.000 LF | | | 48 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 001 -22 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0108141 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 31-4444098 | | |ALAN STONE CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0570 604004-028 AN1 95.000 LF | 65.00000 6175.00| | 48 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0575 604076-028 AN2 95.000 LF | | | 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0580 604004-032 AP1 52.000 LF | 133.00000 6916.00| | 60 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0585 604076-032 AP2 52.000 LF | | | 60 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0590 636002-001 AQ1 50.000 TN | 25.00000 1250.00| | AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0595 636002-002 AQ2 46.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | 0597 307005-001 AR1 507.000 TN | 27.00000 13689.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS III | | | 0598 307005-002 AR2 485.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS III | | | SECTION TOTALS | $ 6,623,669.29| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 SIGNING AND PAVEMENT MARKINGS | | | 0600 657006-001 61.000 LF | 23.00000 1403.00| | S4X7.7, A-441 SUPPORT, GALVANIZED | | | 0605 657006-005 65.000 LF | 26.00000 1690.00| | W6X12, A-441 SUPPORT, GALVANIZED | | | 0610 657006-010 293.000 LF | 25.00000 7325.00| | W8X18, A-441 SUPPORT, GALVANIZED | | | 0615 657008-001 429.000 LF | 5.00000 2145.00| | 2.00 LB CHANNEL POST | | | 0620 657010-001 452.000 LF | 5.44000 2458.88| | 3.00 LB CHANNEL POST | | | 0625 657012-001 65.000 LF | 9.00000 585.00| | 4.00 LB BACK TO BACK CHANNEL POST | | | 0630 657017-001 18.000 CY | 855.00000 15390.00| | CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 001 -23 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0108141 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 31-4444098 | | |ALAN STONE CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0635 658001-001 16.000 CY | 850.00000 13600.00| | CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 0640 658003-001 1.000 EA | 40000.00000 40000.00| | OVERHEAD SIGN, GALVANIZED STEEL | | | (ASSEMBLY 01) | | | 0645 658003-001 1.000 EA | 15000.00000 15000.00| | OVERHEAD SIGN, GALVANIZED STEEL | | | (ASSEMBLY 21) | | | 0650 659001-001 LUMP| 9000.00000 9000.00| | SIGN LIGHTING, TYPE 3 , 250W (ASSEMBLY | | | 1) | | | 0655 659001-001 LUMP| 9000.00000 9000.00| | SIGN LIGHTING, TYPE 3 , 250W (ASSEMBLY | | | 21) | | | 0657 659002-001 3.000 EA | 5000.00000 15000.00| | SIGN LIGHTING REPLACEMENT | | | 0660 661001-001 358.000 SF | 15.48000 5541.84| | 0.080 IN FLAT SHEET SIGN | | | 0665 661002-001 2044.000 SF | 16.00000 32704.00| | EXTRUDED PANEL SIGN | | | 0670 661004-001 78.000 EA | 13.00000 1014.00| | DELINEATOR, REFLEX REFLECTOR, SINGLE, , | | | WHITE | | | 0675 661004-001 3.000 EA | 13.00000 39.00| | DELINEATOR, REFLEX REFLECTOR, SINGLE, , | | | AMBER | | | 0680 661008-001 19.000 EA | 50.00000 950.00| | DELINEATOR BRACKET, TYPE C | | | 0685 661013-001 58.000 EA | 35.00000 2030.00| | PLASTIC DELINEATOR POST, | | | 0687 661020-001 37.000 EA | 17.00000 629.00| | DELINEATOR, TYPE B-1 | | | 0690 663001-004 18375.000 LF | 0.13000 2388.75| | EDGE LINE, TYPE II WHITE | | | 0695 663001-004 16025.000 LF | 0.13000 2083.25| | EDGE LINE, TYPE II YELLOW | | | 0700 663002-005 3910.000 LF | 0.23000 899.30| | LANE LINE OR CENTERLINE, TYPE II , WHITE| | | 0705 663003-005 350.000 LF | 0.55000 192.50| | BARRIER LINE, TYPE II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 001 -24 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0108141 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 31-4444098 | | |ALAN STONE CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0710 663004-004 325.000 LF | 11.00000 3575.00| | CHANNELIZING LINE, TYPE II | | | 0715 663005-010 30.000 LF | 11.00000 330.00| | STOP LINE, TYPE V (24") | | | 0720 663007-010 450.000 LF | 12.00000 5400.00| | STRIPE, TYPE V (24") | | | 0725 663012-208 163.000 EA | 33.00000 5379.00| | RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 195,752.52| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 ROADWAY LIGHTING | | | 0730 662002-001 LUMP| 90000.00000 90000.00| | GALVANIZED STEEL CONDUIT 05 | | | 0735 662006-001 6.000 EA | 1200.00000 7200.00| | JUNCTION BOX, TYPE A | | | 0740 662006-001 32.000 EA | 1100.00000 35200.00| | JUNCTION BOX, TYPE H, 18"X18" | | | 0745 662007-001 15.000 EA | 550.00000 8250.00| | LUMINAIRE, 150W | | | 0750 662007-001 21.000 EA | 540.00000 11340.00| | LUMINAIRE, 250W | | | 0755 662007-001 54.000 EA | 630.00000 34020.00| | LUMINAIRE, 400W | | | 0760 662008-001 1.000 LS | 52000.00000 52000.00| | CABLE, 05 | | | 0765 662010-010 21.000 EA | 1700.00000 35700.00| | LIGHTING SUPPORT, TYPE X, 30-10 | | | 0770 662010-010 1.000 EA | 19000.00000 19000.00| | LIGHTING SUPPORT, TYPE X, 120-6 | | | 0775 662010-010 6.000 EA | 19000.00000 114000.00| | LIGHTING SUPPORT, TYPE X, 120-8 | | | 0780 662013-001 LUMP| 22000.00000 22000.00| | SERVICE AND CONTROL STATION, 05 | | | 0785 662014-001 LUMP| 27000.00000 27000.00| | INCIDENTAL ELECTRICAL WORK | | | 0790 662015-001 1.000 LS | 15000.00000 15000.00| | ELECTRICAL TEST, 05 | | | 0795 662020-001 1.000 LS | 17000.00000 17000.00| | NAVIGATION LIGHTING SYSTEM, | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 001 -25 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0108141 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 31-4444098 | | |ALAN STONE CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 487,710.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 BRIDGE NO. 4995 JULIANA STREET EXTENSION | | | 0800 203001-000 LUMP| 466000.00000 466000.00| | DISMANTLING STRUCTURE | | | 0805 212001-000 754.000 CY | 85.00000 64090.00| | STRUCTURE EXCAVATION | | | 0810 212003-000 974.000 CY | 58.00000 56492.00| | ROCK EXCAVATION | | | 0815 212005-000 229.000 CY | 55.00000 12595.00| | SELECT MATERIAL FOR BACKFILLING | | | 0820 218005-000 240.000 SY | 59.00000 14160.00| | CONCRETE SLOPE PROTECTION | | | 0825 601002-001 1371.000 CY | 557.00000 763647.00| | CLASS B CONCRETE | | | 0830 601003-001 734.000 CY | 638.00000 468292.00| | CLASS K CONCRETE | | | 0835 602001-001 181924.000 LB | 0.66000 120069.84| | REINFORCING STEEL BAR | | | 0840 602002-001 157312.000 LB | 0.70000 110118.40| | EPOXY COATED REINFORCING STEEL BAR | | | 0845 615001-001 1.000 LS | 1857000.00000 1857000.00| | STEEL SUPERSTRUCTURE | | | 0850 616004-003 102.000 LF | 34.00000 3468.00| | HP10X42 STEEL BEARING PILE, DRIVEN | | | 0855 616004-006 800.000 LF | 38.00000 30400.00| | HP12X53 STEEL BEARING PILE, DRIVEN | | | 0860 617003-001 169.000 LF | 155.00000 26195.00| | ALUMINUM RAILING | | | 0865 639001-001 LUMP| 9000.00000 9000.00| | CONSTRUCTION LAYOUT STAKE | | | 0870 679002-001 135.000 CY | 722.00000 97470.00| | SPECIALIZED CONCRETE OVERLAY | | | 0875 679006-001 LUMP| 2000.00000 2000.00| | TEST SLAB | | | SECTION TOTALS | $ 4,100,997.24| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 BRIDGE NO. 4996 JULIANA STREET WBL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 001 -26 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0108141 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 31-4444098 | | |ALAN STONE CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0880 212001-000 175.000 CY | 25.00000 4375.00| | STRUCTURE EXCAVATION | | | 0885 218005-000 282.000 SY | 55.00000 15510.00| | CONCRETE SLOPE PROTECTION | | | 0890 601002-001 345.000 CY | 566.00000 195270.00| | CLASS B CONCRETE | | | 0895 601003-001 295.000 CY | 622.00000 183490.00| | CLASS K CONCRETE | | | 0900 602001-001 37160.000 LB | 0.66000 24525.60| | REINFORCING STEEL BAR | | | 0905 602002-001 78627.000 LB | 0.70000 55038.90| | EPOXY COATED REINFORCING STEEL BAR | | | 0910 615001-001 1.000 LS | 712000.00000 712000.00| | STEEL SUPERSTRUCTURE | | | 0915 616004-006 1429.000 LF | 38.00000 54302.00| | HP12X53 STEEL BEARING PILE, DRIVEN | | | 0920 639001-001 LUMP| 7000.00000 7000.00| | CONSTRUCTION LAYOUT STAKE | | | 0925 679002-001 56.000 CY | 712.00000 39872.00| | SPECIALIZED CONCRETE OVERLAY | | | 0930 679006-001 LUMP| 2000.00000 2000.00| | TEST SLAB | | | 0935 626002-001 RR1 7686.000 SF | 52.00000 399672.00| | MSE RETAINING WALL, RETAINED EARTH | | | 0940 626002-002 RR2 7686.000 SF | | | MSE RETAINING WALL, REINFORCED EARTH | | | SECTION TOTALS | $ 1,693,055.50| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 WATERLINE RELOCATION | | | 0945 639001-001 LUMP| 19000.00000 19000.00| | CONSTRUCTION LAYOUT STAKE | | | 0950 670007-022 2593.000 LF | 25.00000 64825.00| | 8 INCH PLASTIC PIPE, CLASS 200 | | | 0955 670009-200 2.000 EA | 1900.00000 3800.00| | 6 INCH GATE VALVE AND VALVE BOX | | | 0960 670009-220 2.000 EA | 2200.00000 4400.00| | 8 INCH GATE VALVE AND VALVE BOX | | | 0965 670013-200 2.000 EA | 2400.00000 4800.00| | 6 INCH FIRE HYDRANT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 001 -27 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0108141 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 31-4444098 | | |ALAN STONE CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0970 670019-001 1.000 EA | 15000.00000 15000.00| | SPECIAL VALVE, AIR RELEASE ASSEMBLY | | | SECTION TOTALS | $ 111,825.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 COMPUTER SYSTEM | | | 0975 640004-001 LUMP| 6000.00000 6000.00| | COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 6,000.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 ON THE JOB TRAINING | | | 0980 699000-001 2000.000 HR | 0.80000 1600.00| | ON JOB TRAINING | | | SECTION TOTALS | $ 1,600.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 13,220,609.55| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 9925602 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : CORRIDOR D, JULIANA ST - WV ALT 14 PROJECT(S) : X354-000D/00-004.73 03 0APD 0282 121 C00 LOCATION: US 50 JULIANA ST - WV ALT 14 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 61-0548463 BIZZACK, INC. $ 19,613,533.29 100.0000% 2 55-0535003 KANAWHA STONE COMPANY, INC. $ 20,809,292.92 106.0966% 3 61-0874665 ELMO GREER & SONS, LLC $ 22,750,594.83 115.9943% 4 55-0328627 J. F. ALLEN COMPANY $ 22,790,458.28 116.1976% 5 55-0345840 VECELLIO & GROGAN, INC. $ 24,414,781.32 124.4792% 6 25-1021993 TRUMBULL CORPORATION $ 26,691,972.02 136.0895% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9925602 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0535003 |(3) 61-0874665 |BIZZACK, INC. |KANAWHA STONE COMPANY, INC. |ELMO GREER & SONS, LLC 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 | 660000.00000 660000.00| 1203819.00000 1203819.00| 255000.00000 255000.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 500.00000 500.00| 1000.00000 1000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 72-2/1 | | | 0015 202001-000 1.000 LS | 1500.00000 1500.00| 2000.00000 2000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 72-2/2 | | | 0020 202001-000 1.000 LS | 500.00000 500.00| 200.00000 200.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 72-3/1 | | | 0025 202001-000 1.000 LS | 3500.00000 3500.00| 3000.00000 3000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 45/1 | | | 0030 202001-000 1.000 LS | 500.00000 500.00| 50.00000 50.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 1/1 | | | 0035 202001-000 1.000 LS | 2000.00000 2000.00| 2000.00000 2000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 36-1/1 | | | 0040 202001-000 1.000 LS | 6300.00000 6300.00| 5000.00000 5000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 36-1/2 | | | 0045 202001-000 1.000 LS | 2500.00000 2500.00| 500.00000 500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 35/1 | | | 0050 202001-000 1.000 LS | 500.00000 500.00| 3500.00000 3500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 23/1 | | | 0055 202001-000 1.000 LS | 500.00000 500.00| 500.00000 500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 70/1 | | | 0060 202001-000 1.000 LS | 2000.00000 2000.00| 3000.00000 3000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 70/2 | | | 0065 202001-000 1.000 LS | 500.00000 500.00| 200.00000 200.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 18/1 | | | 0070 202001-000 1.000 LS | 500.00000 500.00| 200.00000 200.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 43/1 | | | 0075 202001-000 1.000 LS | 3500.00000 3500.00| 3500.00000 3500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 9/1 | | | 0080 202001-000 1.000 LS | 2000.00000 2000.00| 300.00000 300.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 9/2 | | | 0090 202001-000 1.000 LS | 500.00000 500.00| 200.00000 200.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 72-4/1 | | | 0095 202001-000 1.000 LS | 500.00000 500.00| 200.00000 200.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 72-4/2 | | | 0100 202001-000 1.000 LS | 500.00000 500.00| 200.00000 200.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 72-4/3 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9925602 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0535003 |(3) 61-0874665 |BIZZACK, INC. |KANAWHA STONE COMPANY, INC. |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0105 202001-000 1.000 LS | 9000.00000 9000.00| 10000.00000 10000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 71/1 | | | 0110 202001-000 1.000 LS | 2000.00000 2000.00| 3000.00000 3000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 8/1 | | | 0115 202001-000 1.000 LS | 500.00000 500.00| 800.00000 800.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 34-2/1 | | | 0140 202003-000 LUMP| 300.00000 300.00| 500.00000 500.00| 1.00000 1.00 SEPTIC TANK ABANDONMENT NUMBER, 72-2/3 | | | 0145 202003-000 LUMP| 300.00000 300.00| 500.00000 500.00| 1.00000 1.00 SEPTIC TANK ABANDONMENT NUMBER, 34-1/1 | | | 0150 202003-000 LUMP| 300.00000 300.00| 500.00000 500.00| 1.00000 1.00 SEPTIC TANK ABANDONMENT NUMBER, 34-1/2 | | | 0155 202003-000 LUMP| 300.00000 300.00| 500.00000 500.00| 1.00000 1.00 SEPTIC TANK ABANDONMENT NUMBER, 34-1/3 | | | 0160 202003-000 LUMP| 300.00000 300.00| 500.00000 500.00| 1.00000 1.00 SEPTIC TANK ABANDONMENT NUMBER, 35/2 | | | 0165 202003-000 LUMP| 300.00000 300.00| 500.00000 500.00| 1.00000 1.00 SEPTIC TANK ABANDONMENT NUMBER, 36-1/3 | | | 0170 202003-000 LUMP| 300.00000 300.00| 500.00000 500.00| 1.00000 1.00 SEPTIC TANK ABANDONMENT NUMBER, 8/2 | | | 0175 202003-000 LUMP| 300.00000 300.00| 500.00000 500.00| 1.00000 1.00 SEPTIC TANK ABANDONMENT NUMBER, 9/4 | | | 0180 202003-000 LUMP| 300.00000 300.00| 500.00000 500.00| 1.00000 1.00 SEPTIC TANK ABANDONMENT NUMBER, 9/5 | | | 0185 204001-000 LUMP| 420300.00000 420300.00| 225000.00000 225000.00| 612000.00000 612000.00 MOBILIZATION | | | 0190 207001-001 211448.000 CY | 3.17000 670290.16| 6.10000 1289832.80| 2.97000 628000.56 UNCLASSIFIED EXCAVATION | | | 0195 207002-000 9854.000 CY | 18.80000 185255.20| 24.75000 243886.50| 27.00000 266058.00 SUBGRADE | | | 0200 207033-000 6482.000 SY | 1.25000 8102.50| 1.05000 6806.10| 1.69000 10954.58 FABRIC FOR SUBGRADE STABILIZATION | | | 0205 207034-000 74805.000 SY | 1.00000 74805.00| 1.05000 78545.25| 1.00000 74805.00 FABRIC FOR SEPARATION | | | 0210 207050-000 8.000 EA | 10000.00000 80000.00| 12000.00000 96000.00| 13000.00000 104000.00 SOIL MONITOR, SETTLEMENT CELL SYSTEM | | | 0215 211001-000 1163406.000 CY | 3.75000 4362772.50| 2.65000 3083025.90| 5.72000 6654682.32 UNCLASSIFIED BORROW EXCAVATION | | | 0220 211002-000 85345.000 CY | 3.75000 320043.75| 4.00000 341380.00| 8.98000 766398.10 ROCK BORROW EXCAVATION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9925602 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0535003 |(3) 61-0874665 |BIZZACK, INC. |KANAWHA STONE COMPANY, INC. |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0225 211003-000 6384.000 CY | 8.65000 55221.60| 12.85000 82034.40| 8.98000 57328.32 SELECT BORROW EXCAVATION | | | 0230 218002-000 69.000 CY | 100.00000 6900.00| 90.00000 6210.00| 90.00000 6210.00 GROUTED RIPRAP | | | 0235 228001-000 933.000 SY | 3.00000 2799.00| 2.00000 1866.00| 14.00000 13062.00 SUBGRADE PREPARATION | | | 0240 229001-000 0.130 MI | 12000.00000 1560.00| 14500.00000 1885.00| 10000.00000 1300.00 SHOULDER AND DITCH | | | 0245 307001-000 2738.000 CY | 30.00000 82140.00| 40.00000 109520.00| 28.13000 77019.94 AGGREGATE BASE COURSE, CLASS I | | | 0255 311006-001 7481.000 CY | 40.00000 299240.00| 44.00000 329164.00| 42.00000 314202.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0260 408002-001 4181.000 GA | 1.00000 4181.00| 1.00000 4181.00| 1.00000 4181.00 BITUMINOUS MATERIAL | | | 0270 415005-001 1387.000 SY | 3.00000 4161.00| 6.00000 8322.00| 6.00000 8322.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0275 502001-012 1670.000 SY | 85.00000 141950.00| 90.00000 150300.00| 117.00000 195390.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0280 601002-001 36.000 CY | 1000.00000 36000.00| 1350.00000 48600.00| 1000.00000 36000.00 CLASS B CONCRETE | | | 0281 604016-027 1.000 EA | 450.00000 450.00| 2030.00000 2030.00| 300.00000 300.00 33X26 INCH CORRUGATED METAL PIPE ARCH | | | END SECTION | | | 0282 604037-028 184.000 LF | 163.00000 29992.00| 170.00000 31280.00| 126.00000 23184.00 48 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0283 604054-028 140.000 LF | 461.00000 64540.00| 450.00000 63000.00| 880.00000 123200.00 48 INCH JACKED CONDUIT, REINFORCED | | | CONCRETE PIPE, CLASS V | | | 0284 604077-027 366.000 LF | 56.42000 20649.72| 140.00000 51240.00| 50.00000 18300.00 33X26 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE ARCH, B7 | | | 0285 605001-001 2.000 EA | 5000.00000 10000.00| 9200.00000 18400.00| 3410.00000 6820.00 TYPE A MANHOLE | | | 0290 605003-001 6.000 EA | 3600.00000 21600.00| 1850.00000 11100.00| 3520.00000 21120.00 TYPE A INLET | | | 0295 605004-001 1.000 EA | 1900.00000 1900.00| 1480.00000 1480.00| 2970.00000 2970.00 TYPE B INLET | | | 0300 605007-001 4.000 EA | 5000.00000 20000.00| 7700.00000 30800.00| 2970.00000 11880.00 TYPE E INLET | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 002 -5 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9925602 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0535003 |(3) 61-0874665 |BIZZACK, INC. |KANAWHA STONE COMPANY, INC. |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0305 605009-001 20.000 EA | 2100.00000 42000.00| 2250.00000 45000.00| 3520.00000 70400.00 TYPE G INLET | | | 0310 606020-001 500.000 LF | 5.00000 2500.00| 18.00000 9000.00| 25.00000 12500.00 AGGREGATE FILLED FABRIC UNDERDRAIN, 24 | | | INCH | | | 0315 606025-004 500.000 LF | 8.00000 4000.00| 15.00000 7500.00| 20.00000 10000.00 6 INCH UNDERDRAIN PIPE | | | 0320 606029-001 17697.000 LF | 5.95000 105297.15| 6.30000 111491.10| 6.00000 106182.00 FREE DRAINING BASE TRENCH | | | 0325 606030-001 1459.000 LF | 18.00000 26262.00| 19.00000 27721.00| 7.00000 10213.00 OUTLET PIPE | | | 0330 607001-001 18798.000 LF | 8.65000 162602.70| 10.00000 187980.00| 8.74000 164294.52 TYPE 1 GUARDRAIL, CLASS I | | | 0335 607006-001 21.000 EA | 770.00000 16170.00| 980.00000 20580.00| 915.00000 19215.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0340 607030-001 20.000 EA | 410.00000 8200.00| 320.00000 6400.00| 300.00000 6000.00 SPECIAL TRAILING END TERMINAL | | | 0345 607065-001 9.000 EA | 1250.00000 11250.00| 1560.00000 14040.00| 1450.00000 13050.00 FLARED END TERMINAL | | | 0350 607066-001 1.000 EA | 1500.00000 1500.00| 1830.00000 1830.00| 1700.00000 1700.00 TANGENT END TERMINAL | | | 0355 608001-004 14957.000 LF | 12.30000 183971.10| 12.00000 179484.00| 12.50000 186962.50 5 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0360 609001-001 900.000 SY | 32.00000 28800.00| 47.00000 42300.00| 24.20000 21780.00 CONCRETE SIDEWALK | | | 0365 609002-001 100.000 CY | 40.00000 4000.00| 52.00000 5200.00| 32.00000 3200.00 BED COURSE MATERIAL | | | 0366 610001-001 29.000 LF | 40.00000 1160.00| 63.00000 1827.00| 24.20000 701.80 PLAIN CONCRETE CURBING, TYPE I | | | 0370 610003-001 1620.000 LF | 25.00000 40500.00| 26.00000 42120.00| 27.50000 44550.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I | | | 0375 610006-005 475.000 LF | 45.68000 21698.00| 90.00000 42750.00| 93.50000 44412.50 MEDIAN, TYPE V | | | 0380 633001-001 494.000 SY | 64.00000 31616.00| 75.00000 37050.00| 73.70000 36407.80 CONCRETE GUTTER | | | 0385 633003-001 171.000 CY | 20.00000 3420.00| 45.00000 7695.00| 15.00000 2565.00 DUMPED ROCK GUTTER | | | 0390 636007-001 1800.000 LF | 0.50000 900.00| 0.50000 900.00| 0.75000 1350.00 ERADICATION OF PAVEMENT MARKING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 002 -6 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9925602 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0535003 |(3) 61-0874665 |BIZZACK, INC. |KANAWHA STONE COMPANY, INC. |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0395 636009-001 18000.000 LF | 1.00000 18000.00| 1.00000 18000.00| 1.00000 18000.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0400 636011-001 33525.000 UN | 0.80000 26820.00| 0.90000 30172.50| 0.95000 31848.75 TRAFFIC CONTROL DEVICE | | | 0405 636012-010 3.000 EA | 300.00000 900.00| 250.00000 750.00| 250.00000 750.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0410 636013-001 350.000 EA | 2.50000 875.00| 2.50000 875.00| 5.00000 1750.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0415 636014-001 700.000 HR | 43.75000 30625.00| 52.00000 36400.00| 35.00000 24500.00 FLAGGER | | | 0420 636014-002 50.000 HR | 40.00000 2000.00| 60.00000 3000.00| 60.00000 3000.00 TRAFFIC DIRECTOR | | | 0425 636017-001 400.000 LF | 20.00000 8000.00| 26.00000 10400.00| 22.00000 8800.00 TEMPORARY CONCRETE BARRIER | | | 0430 636021-001 270.000 DA | 15.00000 4050.00| 16.00000 4320.00| 15.00000 4050.00 ELECTRIC ARROW | | | 0435 636022-001 10.000 DA | 75.00000 750.00| 105.00000 1050.00| 75.00000 750.00 CHANGAEBLE MESSAGE SIGN | | | 0440 636025-001 3600.000 DA | 1.25000 4500.00| 1.10000 3960.00| 1.25000 4500.00 WARNING LIGHTS, TYPE B | | | 0445 636028-001 50.000 DA | 85.00000 4250.00| 640.00000 32000.00| 500.00000 25000.00 SHADOW VEHICLE | | | 0450 637001-001 2353.000 MG | 10.00000 23530.00| 24.60000 57883.80| 1.00000 2353.00 WATER FOR DUST PALLIATIVE | | | 0451 638001-001 2.000 EA | 100.00000 200.00| 260.00000 520.00| 125.00000 250.00 PROJECT MARKER | | | 0460 638002-001 92.000 EA | 75.00000 6900.00| 125.00000 11500.00| 100.00000 9200.00 RIGHT OF WAY MARKER | | | 0465 638003-001 7.000 EA | 200.00000 1400.00| 220.00000 1540.00| 150.00000 1050.00 SURVEY MARKER | | | 0470 639001-001 LUMP| 175000.00000 175000.00| 195000.00000 195000.00| 82500.00000 82500.00 CONSTRUCTION LAYOUT STAKE | | | 0475 640001-001 24.000 MO | 1700.00000 40800.00| 1650.00000 39600.00| 1800.00000 43200.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0480 640003-001 LUMP| 6500.00000 6500.00| 4500.00000 4500.00| 4700.00000 4700.00 BUILDING EQUIPMENT | | | 0485 642001-001 12565.000 LF | 0.25000 3141.25| 0.80000 10052.00| 0.50000 6282.50 TEMPORARY BERM | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 002 -7 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9925602 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0535003 |(3) 61-0874665 |BIZZACK, INC. |KANAWHA STONE COMPANY, INC. |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 642002-001 620.000 LF | 10.00000 6200.00| 18.00000 11160.00| 20.00000 12400.00 SLOPE DRAIN | | | 0495 642004-001 2726.000 LB | 0.01000 27.26| 0.01000 27.26| 0.01000 27.26 SEED MIXTURE, TEMPORARY | | | 0500 642004-002 777.000 LB | 0.10000 77.70| 0.10000 77.70| 0.10000 77.70 SEED MIXTURE, B | | | 0505 642004-003 1974.000 LB | 4.00000 7896.00| 4.20000 8290.80| 4.00000 7896.00 SEED MIXTURE, D | | | 0510 642005-001 67.000 TN | 570.00000 38190.00| 600.00000 40200.00| 570.00000 38190.00 MULCH, STRAW OR HAY | | | 0515 642005-002 3.000 TN | 1500.00000 4500.00| 1580.00000 4740.00| 1500.00000 4500.00 MULCH, WOOD CELLULOSE FIBER | | | 0520 642006-001 16.000 TN | 300.00000 4800.00| 315.00000 5040.00| 300.00000 4800.00 FERTILIZER | | | 0525 642009-001 23086.000 LF | 0.25000 5771.50| 0.60000 13851.60| 0.50000 11543.00 CONTOUR DITCH | | | 0530 642010-001 62.000 TN | 10.00000 620.00| 10.50000 651.00| 10.00000 620.00 AGRICULTURAL LIMESTONE | | | 0535 642011-001 302.000 EA | 6.00000 1812.00| 9.00000 2718.00| 6.00000 1812.00 HAY OR STRAW BALE | | | 0540 642012-001 11543.000 LF | 2.50000 28857.50| 3.90000 45017.70| 2.00000 23086.00 SILT FENCE | | | 0545 642031-001 36.000 EA | 75.00000 2700.00| 155.00000 5580.00| 75.00000 2700.00 DITCH CHECK | | | 0550 642033-001 500.000 CY | 5.00000 2500.00| 4.80000 2400.00| 3.27000 1635.00 SEDIMENT TRAP | | | 0555 642036-001 2322.000 CY | 5.00000 11610.00| 9.50000 22059.00| 3.00000 6966.00 SEDIMENT REMOVAL | | | 0560 642037-001 4643.000 CY | 2.50000 11607.50| 5.40000 25072.20| 3.41000 15832.63 SEDIMENT POND | | | 0565 652001-001 62.000 TN | 10.00000 620.00| 10.50000 651.00| 10.00000 620.00 AGRICULTURAL LIMESTONE | | | 0570 652002-001 21.000 TN | 250.00000 5250.00| 263.00000 5523.00| 250.00000 5250.00 FERTILIZER, 10-20-10 | | | 0575 652002-002 6.000 TN | 1000.00000 6000.00| 1054.00000 6324.00| 1000.00000 6000.00 FERTILIZER, UREA FORMALDEHYDE | | | 0580 652003-001 777.000 LB | 0.50000 388.50| 0.55000 427.35| 0.50000 388.50 SEED MIXTURES, B, C-1, OR C-2 | | | 0585 652003-002 1974.000 LB | 8.00000 15792.00| 8.45000 16680.30| 8.00000 15792.00 SEED MIXTURE, D | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 002 -8 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9925602 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0535003 |(3) 61-0874665 |BIZZACK, INC. |KANAWHA STONE COMPANY, INC. |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0590 652004-001 67.000 TN | 420.00000 28140.00| 445.00000 29815.00| 420.00000 28140.00 STRAW OR HAY MULCH | | | 0595 652004-002 3.000 TN | 1000.00000 3000.00| 1055.00000 3165.00| 1000.00000 3000.00 WOOD CELLULOSE FIBER MULCH | | | 0600 655001-001 3015.000 SY | 1.20000 3618.00| 1.25000 3768.75| 1.20000 3618.00 MATTING | | | 0605 655002-001 426.000 SY | 4.30000 1831.80| 4.50000 1917.00| 4.30000 1831.80 PERMANENT EROSION MATTING, TYPE B | | | 0625 681001-001 LUMP| 1500.00000 1500.00| 2750.00000 2750.00| 1500.00000 1500.00 ASBESTOS ABATEMENT, NUMBER 36-1/2 | | | 0635 681001-001 LUMP| 2500.00000 2500.00| 480.00000 480.00| 3000.00000 3000.00 ASBESTOS ABATEMENT, NUMBER 70/2 | | | 0645 681001-001 LUMP| 1000.00000 1000.00| 1270.00000 1270.00| 500.00000 500.00 ASBESTOS ABATEMENT, NUMBER 9/1 | | | 0735 401001-011 AA1 43904.000 TN | 29.20000 1281996.80| 31.00000 1361024.00| 29.50000 1295168.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0740 401001-012 AA2 40086.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0745 401001-011 AB1 1412.000 TN | 31.75000 44831.00| 31.60000 44619.20| 30.00000 42360.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0750 401001-012 AB2 1289.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0755 401007-011 AC1 896.000 TN | 31.75000 28448.00| 39.00000 34944.00| 37.00000 33152.00 SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL TYPE I | | | 0760 401007-012 AC2 819.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, SLAG TYPE I | | | 0765 402001-011 AD1 5738.000 TN | 42.00000 240996.00| 39.00000 223782.00| 37.00000 212306.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE I | | | 0770 402001-012 AD2 5068.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE I | | | 0775 604004-016 AE1 547.000 LF | | | 18 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 002 -9 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9925602 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0535003 |(3) 61-0874665 |BIZZACK, INC. |KANAWHA STONE COMPANY, INC. |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0777 604072-116 AE1 9.000 EA | | | 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0779 604076-016 AE2 547.000 LF | 34.79000 19030.13| 43.00000 23521.00| 28.00000 15316.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0781 604072-116 AE2 9.000 EA | 500.00000 4500.00| 930.00000 8370.00| 438.00000 3942.00 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0783 604037-016 AE3 547.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0785 604038-016 AE3 9.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0788 604004-016 AF1 1761.000 LF | | | 18 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0790 604072-116 AF1 6.000 EA | | | 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0792 604076-016 AF2 1761.000 LF | 34.13000 60102.93| 43.00000 75723.00| 29.00000 51069.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0794 604072-116 AF2 6.000 EA | 500.00000 3000.00| 930.00000 5580.00| 438.00000 2628.00 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0797 604004-020 AG1 140.000 LF | | | 24 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0799 604072-120 AG1 2.000 EA | | | 24 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0801 604076-020 AG2 140.000 LF | 41.72000 5840.80| 47.00000 6580.00| 35.00000 4900.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0803 604072-120 AG2 2.000 EA | 625.00000 1250.00| 1200.00000 2400.00| 546.00000 1092.00 24 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0805 604037-020 AG3 140.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 002 -10 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9925602 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0535003 |(3) 61-0874665 |BIZZACK, INC. |KANAWHA STONE COMPANY, INC. |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0807 604038-020 AG3 2.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0811 604004-020 AH1 264.000 LF | | | 24 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0815 604076-020 AH2 264.000 LF | 39.10000 10322.40| 45.00000 11880.00| 35.00000 9240.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0819 604037-020 AH3 264.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | V | | | 0824 604004-020 AJ1 859.000 LF | | | 24 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0828 604076-020 AJ2 859.000 LF | 39.46000 33896.14| 45.00000 38655.00| 35.00000 30065.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0834 604004-022 AK1 732.000 LF | | | 30 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0838 604076-022 AK2 732.000 LF | 72.60000 53143.20| 63.00000 46116.00| 44.00000 32208.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0842 604037-022 AK3 732.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0848 604004-024 AL1 383.000 LF | | | 36 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0852 604076-024 AL2 383.000 LF | 89.94000 34447.02| 93.00000 35619.00| 53.00000 20299.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0856 604037-024 AL3 383.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | V | | | 0862 604004-024 AM1 552.000 LF | | | 36 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0866 604076-024 AM2 552.000 LF | 52.99000 29250.48| 75.00000 41400.00| 52.00000 28704.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 002 -11 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9925602 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0535003 |(3) 61-0874665 |BIZZACK, INC. |KANAWHA STONE COMPANY, INC. |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0872 604004-024 AN1 297.000 LF | | | 36 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0876 604076-024 AN2 297.000 LF | 78.60000 23344.20| 88.00000 26136.00| 54.00000 16038.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0880 604037-024 AN3 297.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0886 604004-040 AP1 378.000 LF | | | 84 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, D5 | | | 0890 604076-040 AP2 378.000 LF | 1.00000 378.00| 388.00000 146664.00| 272.00000 102816.00 84 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, D5 | | | 0895 636002-001 AQ1 100.000 TN | 25.00000 2500.00| 21.80000 2180.00| 15.00000 1500.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0900 636002-002 AQ2 91.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | 0905 307005-001 AR1 2490.000 TN | 15.00000 37350.00| 21.00000 52290.00| 17.75000 44197.50 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS III | | | 0906 307005-002 AR2 2377.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS III | | | SECTION TOTALS | $ 10,792,878.49| $ 11,263,089.21| $ 13,469,412.58 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 SIGNING & PAVEMENT MARKINGS | | | 0910 657006-001 374.000 LF | 14.00000 5236.00| 14.70000 5497.80| 30.00000 11220.00 S4X7.7, A-441 SUPPORT, GALVANIZED | | | 0915 657006-005 222.000 LF | 21.50000 4773.00| 22.60000 5017.20| 40.00000 8880.00 W6X12, A-441 SUPPORT, GALVANIZED | | | 0920 657008-001 981.000 LF | 5.00000 4905.00| 5.25000 5150.25| 7.50000 7357.50 2.00 LB CHANNEL POST | | | 0925 657010-001 564.000 LF | 5.50000 3102.00| 5.75000 3243.00| 4.50000 2538.00 3.00 LB CHANNEL POST | | | 0930 657012-001 112.000 LF | 8.00000 896.00| 8.40000 940.80| 8.00000 896.00 4.00 LB BACK TO BACK CHANNEL POST | | | 0935 657014-001 70.000 LF | 9.00000 630.00| 9.45000 661.50| 10.00000 700.00 6.00 LB BACK TO BACK CHANNEL POST | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 002 -12 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9925602 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0535003 |(3) 61-0874665 |BIZZACK, INC. |KANAWHA STONE COMPANY, INC. |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0940 657017-001 17.000 CY | 600.00000 10200.00| 630.00000 10710.00| 630.00000 10710.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0945 658001-001 30.000 CY | 600.00000 18000.00| 630.00000 18900.00| 600.00000 18000.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 0950 658003-001 1.000 EA | 11500.00000 11500.00| 12118.00000 12118.00| 1500.00000 1500.00 OVERHEAD SIGN, GALVANIZED STEEL | | | (ASSEMBLY #1) | | | 0955 658003-001 1.000 EA | 11600.00000 11600.00| 12222.00000 12222.00| 1500.00000 1500.00 OVERHEAD SIGN, GALVANIZED STEEL | | | (ASSEMBLY #2) | | | 0960 658003-001 1.000 EA | 11500.00000 11500.00| 12118.00000 12118.00| 1500.00000 1500.00 OVERHEAD SIGN, GALVANIZED STEEL | | | (ASSEMBLY #3) | | | 0965 658003-001 1.000 EA | 11600.00000 11600.00| 12222.00000 12222.00| 1500.00000 1500.00 OVERHEAD SIGN, GALVANIZED STEEL | | | (ASSEMBLY #4) | | | 0970 658003-001 1.000 EA | 10000.00000 10000.00| 10500.00000 10500.00| 1500.00000 1500.00 OVERHEAD SIGN, GALVANIZED STEEL | | | (ASSEMBLY #5) | | | 0975 658003-001 1.000 EA | 10000.00000 10000.00| 10500.00000 10500.00| 1500.00000 1500.00 OVERHEAD SIGN, GALVANIZED STEEL | | | (ASSEMBLY #6) | | | 0980 659001-001 LUMP| 6500.00000 6500.00| 6800.00000 6800.00| 6500.00000 6500.00 SIGN LIGHTING, TYPE 3 ,250W (ASSEMBLY | | | #1) | | | 0985 659001-001 LUMP| 5000.00000 5000.00| 5300.00000 5300.00| 5000.00000 5000.00 SIGN LIGHTING, TYPE 3 ,250W (ASSEMBLY | | | #2) | | | 0990 659001-001 LUMP| 5000.00000 5000.00| 5300.00000 5300.00| 5000.00000 5000.00 SIGN LIGHTING, TYPE 3 ,250W (ASSEMBLY | | | #3) | | | 0995 659001-001 LUMP| 5000.00000 5000.00| 5300.00000 5300.00| 5000.00000 5000.00 SIGN LIGHTING, TYPE 3 ,250W (ASSEMBLY | | | #4) | | | 1000 659001-001 LUMP| 7500.00000 7500.00| 7900.00000 7900.00| 7500.00000 7500.00 SIGN LIGHTING, TYPE 3 ,250W (ASSEMBLY | | | #5) | | | 1005 659001-001 LUMP| 7500.00000 7500.00| 7900.00000 7900.00| 7500.00000 7500.00 SIGN LIGHTING, TYPE 3 ,250W (ASSEMBLY | | | #6) | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 002 -13 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9925602 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0535003 |(3) 61-0874665 |BIZZACK, INC. |KANAWHA STONE COMPANY, INC. |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1010 661001-001 704.000 SF | 14.50000 10208.00| 15.30000 10771.20| 12.00000 8448.00 0.080 IN FLAT SHEET SIGN | | | 1015 661002-001 2192.000 SF | 14.00000 30688.00| 14.70000 32222.40| 15.00000 32880.00 EXTRUDED PANEL SIGN | | | 1020 661004-001 176.000 EA | 5.00000 880.00| 5.30000 932.80| 9.50000 1672.00 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | WHITE | | | 1025 661004-001 9.000 EA | 5.00000 45.00| 5.30000 47.70| 9.50000 85.50 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | AMBER | | | 1030 661008-001 19.000 EA | 65.00000 1235.00| 68.00000 1292.00| 50.00000 950.00 DELINEATOR BRACKET, TYPE C | | | 1035 661013-001 10.000 EA | 35.00000 350.00| 37.00000 370.00| 50.00000 500.00 PLASTIC DELINEATOR POST, | | | 1040 663001-004 25165.000 LF | 0.12000 3019.80| 0.12000 3019.80| 0.12000 3019.80 EDGE LINE, TYPE II ,WHITE | | | 1045 663001-004 14400.000 LF | 0.12000 1728.00| 0.12000 1728.00| 0.12000 1728.00 EDGE LINE, TYPE II ,YELLOW | | | 1050 663002-005 3815.000 LF | 0.15000 572.25| 0.15000 572.25| 0.15000 572.25 LANE LINE OR CENTERLINE, TYPE II ,WHITE | | | 1055 663003-005 7200.000 LF | 0.12000 864.00| 0.12000 864.00| 0.12000 864.00 BARRIER LINE, TYPE II | | | 1060 663004-004 1125.000 LF | 0.25000 281.25| 0.25000 281.25| 0.25000 281.25 CHANNELIZING LINE, TYPE II | | | 1065 663005-010 240.000 LF | 11.75000 2820.00| 12.00000 2880.00| 11.75000 2820.00 STOP LINE, TYPE V (24") | | | 1066 663006-010 530.000 LF | 5.95000 3153.50| 6.00000 3180.00| 5.95000 3153.50 CROSSWALK LINE, TYPE V | | | 1070 663007-010 1690.000 LF | 11.75000 19857.50| 12.00000 20280.00| 11.75000 19857.50 STRIPE, TYPE V ,WHITE (24") | | | 1075 663007-010 950.000 LF | 5.95000 5652.50| 6.00000 5700.00| 5.95000 5652.50 STRIPE, TYPE V ,YELLOW (12") | | | 1080 663010-010 12.000 EA | 150.00000 1800.00| 160.00000 1920.00| 150.00000 1800.00 LANE ARROW, TYPE V | | | 1081 663011-010 16.000 EA | 59.00000 944.00| 62.00000 992.00| 59.00000 944.00 LANE LETTER, TYPE V | | | 1085 663012-208 156.000 EA | 28.00000 4368.00| 30.00000 4680.00| 28.00000 4368.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 002 -14 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9925602 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0535003 |(3) 61-0874665 |BIZZACK, INC. |KANAWHA STONE COMPANY, INC. |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 238,908.80| $ 250,033.95| $ 195,397.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 ROADWAY LIGHTING | | | 1090 662002-001 LUMP| 50000.00000 50000.00| 52700.00000 52700.00| 50000.00000 50000.00 GALVANIZED STEEL CONDUIT ,01 | | | 1095 662002-001 LUMP| 45000.00000 45000.00| 47400.00000 47400.00| 45000.00000 45000.00 GALVANIZED STEEL CONDUIT ,02 | | | 1100 662006-001 6.000 EA | 600.00000 3600.00| 630.00000 3780.00| 600.00000 3600.00 JUNCTION BOX, TYPE A | | | 1105 662006-001 62.000 EA | 1000.00000 62000.00| 1055.00000 65410.00| 1000.00000 62000.00 JUNCTION BOX, TYPE H 18"X18" | | | 1110 662007-001 16.000 EA | 400.00000 6400.00| 420.00000 6720.00| 400.00000 6400.00 LUMINAIRE, 150W | | | 1115 662007-001 8.000 EA | 350.00000 2800.00| 370.00000 2960.00| 350.00000 2800.00 LUMINAIRE, 250W | | | 1120 662007-001 114.000 EA | 525.00000 59850.00| 550.00000 62700.00| 525.00000 59850.00 LUMINAIRE, 400W | | | 1125 662008-001 1.000 LS | 35000.00000 35000.00| 37000.00000 37000.00| 35000.00000 35000.00 CABLE, 01 | | | 1130 662008-001 1.000 LS | 30000.00000 30000.00| 31600.00000 31600.00| 30000.00000 30000.00 CABLE, 02 | | | 1135 662010-001 8.000 EA | 1958.25000 15666.00| 2060.00000 16480.00| 1958.00000 15664.00 LIGHTING SUPPORT, TYPE I, ,40-10 | | | 1140 662010-010 7.000 EA | 15000.00000 105000.00| 15800.00000 110600.00| 15000.00000 105000.00 LIGHTING SUPPORT, TYPE X, ,120-6 | | | 1145 662010-010 9.000 EA | 16000.00000 144000.00| 16900.00000 152100.00| 16000.00000 144000.00 LIGHTING SUPPORT, TYPE X, ,120-8 | | | 1150 662013-001 LUMP| 22000.00000 22000.00| 23100.00000 23100.00| 22000.00000 22000.00 SERVICE AND CONTROL STATION, 01 | | | 1151 662013-001 LUMP| 22000.00000 22000.00| 23100.00000 23100.00| 22000.00000 22000.00 SERVICE AND CONTROL STATION, 02 | | | 1155 662014-001 LUMP| 15000.00000 15000.00| 15800.00000 15800.00| 15000.00000 15000.00 INCIDENTAL ELECTRICAL WORK | | | 1160 662015-001 1.000 LS | 2500.00000 2500.00| 2630.00000 2630.00| 2500.00000 2500.00 ELECTRICAL TEST, 01 | | | 1165 662015-001 1.000 LS | 2500.00000 2500.00| 2630.00000 2630.00| 2500.00000 2500.00 ELECTRICAL TEST, 02 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 002 -15 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9925602 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0535003 |(3) 61-0874665 |BIZZACK, INC. |KANAWHA STONE COMPANY, INC. |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 623,316.00| $ 656,710.00| $ 623,314.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 SIGNALIZATION | | | 1170 660001-001 LUMP| 9500.00000 9500.00| 10000.00000 10000.00| 9500.00000 9500.00 SIGNAL CONTROLLER -01 | | | 1175 660001-001 LUMP| 8500.00000 8500.00| 9000.00000 9000.00| 8500.00000 8500.00 SIGNAL CONTROLLER -02 | | | 1180 660001-001 LUMP| 5000.00000 5000.00| 5300.00000 5300.00| 5000.00000 5000.00 SIGNAL CONTROLLER -03 | | | 1185 660002-005 12.000 EA | 225.00000 2700.00| 235.00000 2820.00| 225.00000 2700.00 TRAFFIC DETECTOR, LPS-C | | | 1190 660003-006 52.000 EA | 225.00000 11700.00| 235.00000 12220.00| 225.00000 11700.00 SIGNAL SECTION, V-12 | | | 1195 660004-040 8.000 EA | 4500.00000 36000.00| 4750.00000 38000.00| 4500.00000 36000.00 SIGNAL SUPPORT, C1 | | | 1200 660005-010 16.000 EA | 800.00000 12800.00| 843.00000 13488.00| 800.00000 12800.00 JUNCTION BOX, TYPE H | | | 1205 660006-001 LUMP| 3500.00000 3500.00| 3700.00000 3700.00| 3500.00000 3500.00 SIGNAL INTERCONNECT | | | 1210 660007-001 LUMP| 20000.00000 20000.00| 21000.00000 21000.00| 20000.00000 20000.00 MISCELLANEOUS SIGNAL ,01 | | | 1215 660007-001 LUMP| 17000.00000 17000.00| 18000.00000 18000.00| 17000.00000 17000.00 MISCELLANEOUS SIGNAL ,02 | | | 1220 660007-001 LUMP| 5000.00000 5000.00| 5300.00000 5300.00| 5000.00000 5000.00 MISCELLANEOUS SIGNAL ,03 | | | 1225 660010-001 3.000 EA | 2500.00000 7500.00| 2630.00000 7890.00| 2500.00000 7500.00 PRIORITY CONTROL SYSTEM DETECTOR (D1) | | | 1230 660010-010 1.000 EA | 1500.00000 1500.00| 1580.00000 1580.00| 1500.00000 1500.00 PRIORITY CONTROL SYSTEM EMITTER | | | 1235 660016-001 1.000 EA | 4500.00000 4500.00| 4700.00000 4700.00| 4500.00000 4500.00 AREA MASTER CONTROLLER | | | 1240 660017-001 LUMP| 750.00000 750.00| 790.00000 790.00| 750.00000 750.00 INTERSECTION PHONE SYSTEM | | | SECTION TOTALS | $ 145,950.00| $ 153,788.00| $ 145,950.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 BRIDGE #4952 US50 / FAIRFAX ST. | | | 1245 212001-000 380.000 CY | 39.00000 14820.00| 41.10000 15618.00| 27.50000 10450.00 STRUCTURE EXCAVATION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 002 -16 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9925602 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0535003 |(3) 61-0874665 |BIZZACK, INC. |KANAWHA STONE COMPANY, INC. |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1250 212005-000 138.000 CY | 67.00000 9246.00| 70.60000 9742.80| 49.50000 6831.00 SELECT MATERIAL FOR BACKFILLING | | | 1255 218005-000 1805.000 SY | 55.00000 99275.00| 57.96000 104617.80| 50.00000 90250.00 CONCRETE SLOPE PROTECTION | | | 1260 601002-001 716.000 CY | 400.00000 286400.00| 421.49000 301786.84| 400.00000 286400.00 CLASS B CONCRETE | | | 1265 601003-001 597.000 CY | 400.00000 238800.00| 429.00000 256113.00| 520.00000 310440.00 CLASS K CONCRETE | | | 1270 602001-001 89845.000 LB | 0.60000 53907.00| 0.63000 56602.35| 0.65000 58399.25 REINFORCING STEEL BAR | | | 1275 602002-001 161685.000 LB | 0.65000 105095.25| 0.68000 109945.80| 0.75000 121263.75 EPOXY COATED REINFORCING STEEL BAR | | | 1280 603018-015 1855.000 LF | 160.00000 296800.00| 168.60000 312753.00| 140.00000 259700.00 45 INCH PRESTRESSED CONCRETE I BEAM | | | 1285 615003-001 1.000 LS | 7000.00000 7000.00| 7376.14000 7376.14| 5000.00000 5000.00 FABRICATED STRUCTURAL STEEL | | | 1290 616004-008 3137.000 LF | 30.00000 94110.00| 31.61000 99160.57| 35.00000 109795.00 HP12X74 STEEL BEARING PILE, DRIVEN | | | 1295 616005-008 2546.000 LF | 56.00000 142576.00| 59.01000 150239.46| 45.00000 114570.00 HP12X74 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 1300 617003-001 425.000 LF | 120.00000 51000.00| 126.45000 53741.25| 75.00000 31875.00 ALUMINUM RAILING | | | 1305 639001-001 LUMP| 15000.00000 15000.00| 15806.01000 15806.01| 8000.00000 8000.00 CONSTRUCTION LAYOUT STAKE | | | 1310 679002-001 98.000 CY | 400.00000 39200.00| 421.49000 41306.02| 650.00000 63700.00 SPECIALIZED CONCRETE OVERLAY | | | 1320 679006-001 LUMP| 2500.00000 2500.00| 2634.34000 2634.34| 2000.00000 2000.00 TEST SLAB | | | SECTION TOTALS | $ 1,455,729.25| $ 1,537,443.38| $ 1,478,674.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 BRIDGE #4953 US50 / DIVISION ST. | | | 1325 212001-000 1141.000 CY | 27.00000 30807.00| 28.45000 32461.45| 27.50000 31377.50 STRUCTURE EXCAVATION | | | 1330 212005-000 147.000 CY | 67.00000 9849.00| 70.60000 10378.20| 45.00000 6615.00 SELECT MATERIAL FOR BACKFILLING | | | 1335 218005-000 1668.000 SY | 55.00000 91740.00| 57.96000 96677.28| 55.00000 91740.00 CONCRETE SLOPE PROTECTION | | | 1340 601002-001 968.000 CY | 400.00000 387200.00| 421.49000 408002.32| 400.00000 387200.00 CLASS B CONCRETE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 002 -17 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9925602 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0535003 |(3) 61-0874665 |BIZZACK, INC. |KANAWHA STONE COMPANY, INC. |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1345 601003-001 860.000 CY | 400.00000 344000.00| 426.70000 366962.00| 520.00000 447200.00 CLASS K CONCRETE | | | 1350 602001-001 147713.000 LB | 0.60000 88627.80| 0.63000 93059.19| 0.65000 96013.45 REINFORCING STEEL BAR | | | 1355 602002-001 219529.000 LB | 0.65000 142693.85| 0.68000 149279.72| 0.75000 164646.75 EPOXY COATED REINFORCING STEEL BAR | | | 1360 615001-001 1.000 LS | 665000.00000 665000.00| 842987.32000 842987.32| 760000.00000 760000.00 STEEL SUPERSTRUCTURE | | | 1365 616004-008 16224.000 LF | 25.00000 405600.00| 26.34000 427340.16| 35.00000 567840.00 HP12X74 STEEL BEARING PILE, DRIVEN | | | 1370 617003-001 600.000 LF | 120.00000 72000.00| 126.45000 75870.00| 75.00000 45000.00 ALUMINUM RAILING | | | 1375 639001-001 LUMP| 15000.00000 15000.00| 15806.01000 15806.01| 7500.00000 7500.00 CONSTRUCTION LAYOUT STAKE | | | 1380 679002-001 142.000 CY | 400.00000 56800.00| 421.49000 59851.58| 550.00000 78100.00 SPECIALIZED CONCRETE OVERLAY | | | 1390 679006-001 LUMP| 2500.00000 2500.00| 2634.34000 2634.34| 2000.00000 2000.00 TEST SLAB | | | SECTION TOTALS | $ 2,311,817.65| $ 2,581,309.57| $ 2,685,232.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 BRIDGE #4954 US50 / NEAL RUN | | | 1395 212001-000 1400.000 CY | 23.00000 32200.00| 24.24000 33936.00| 33.30000 46620.00 STRUCTURE EXCAVATION | | | 1400 212002-000 1222.000 CY | 200.00000 244400.00| 210.75000 257536.50| 110.00000 134420.00 WET EXCAVATION | | | 1405 212005-000 210.000 CY | 67.00000 14070.00| 70.60000 14826.00| 49.50000 10395.00 SELECT MATERIAL FOR BACKFILLING | | | 1410 601002-001 1328.000 CY | 400.00000 531200.00| 421.49000 559738.72| 400.00000 531200.00 CLASS B CONCRETE | | | 1415 601003-001 1131.000 CY | 400.00000 452400.00| 425.45000 481183.95| 520.00000 588120.00 CLASS K CONCRETE | | | 1420 602001-001 160975.000 LB | 0.60000 96585.00| 0.63000 101414.25| 0.65000 104633.75 REINFORCING STEEL BAR | | | 1425 602002-001 268617.000 LB | 0.65000 174601.05| 0.68000 182659.56| 0.75000 201462.75 EPOXY COATED REINFORCING STEEL BAR | | | 1430 603018-025 3252.000 LF | 205.00000 666660.00| 216.02000 702497.04| 180.00000 585360.00 60 INCH PRESTRESSED CONCRETE I BEAM | | | 1435 615003-001 1.000 LS | 6500.00000 6500.00| 6849.27000 6849.27| 7500.00000 7500.00 FABRICATED STRUCTURAL STEEL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 002 -18 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9925602 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0535003 |(3) 61-0874665 |BIZZACK, INC. |KANAWHA STONE COMPANY, INC. |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1440 616004-008 7559.000 LF | 26.00000 196534.00| 27.40000 207116.60| 40.00000 302360.00 HP12X74 STEEL BEARING PILE, DRIVEN | | | 1445 616004-017 2529.000 LF | 41.00000 103689.00| 43.20000 109252.80| 50.00000 126450.00 HP14X89 STEEL BEARING PILE, DRIVEN | | | 1450 617003-001 664.000 LF | 120.00000 79680.00| 126.45000 83962.80| 75.00000 49800.00 ALUMINUM RAILING | | | 1455 639001-001 LUMP| 15000.00000 15000.00| 15806.01000 15806.01| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | 1460 679002-001 175.000 CY | 400.00000 70000.00| 421.49000 73760.75| 575.00000 100625.00 SPECIALIZED CONCRETE OVERLAY | | | 1465 679006-001 LUMP| 2500.00000 2500.00| 2634.34000 2634.34| 2000.00000 2000.00 TEST SLAB | | | SECTION TOTALS | $ 2,686,019.05| $ 2,833,174.59| $ 2,795,946.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 RETAINING WALL | | | 1470 212002-000 876.000 CY | 90.00000 78840.00| 94.84000 83079.84| 27.50000 24090.00 WET EXCAVATION | | | 1475 212005-000 118.000 CY | 55.00000 6490.00| 57.96000 6839.28| 49.50000 5841.00 SELECT MATERIAL FOR BACKFILLING | | | 1480 601002-001 422.000 CY | 400.00000 168800.00| 421.49000 177868.78| 350.00000 147700.00 CLASS B CONCRETE | | | 1485 602001-001 45648.000 LB | 0.60000 27388.80| 0.63000 28758.24| 0.75000 34236.00 REINFORCING STEEL BAR | | | 1490 616004-008 3981.000 LF | 30.00000 119430.00| 31.61000 125839.41| 35.00000 139335.00 HP12X74 STEEL BEARING PILE, DRIVEN | | | 1495 639001-001 LUMP| 5000.00000 5000.00| 5268.67000 5268.67| 3000.00000 3000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 405,948.80| $ 427,654.22| $ 354,202.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 WATERLINE RELOCATION | | | 1500 639001-001 LUMP| 2500.00000 2500.00| 4000.00000 4000.00| 2500.00000 2500.00 CONSTRUCTION LAYOUT STAKE | | | 1505 670007-018 181.000 LF | 25.00000 4525.00| 29.00000 5249.00| 25.00000 4525.00 4 INCH PLASTIC PIPE, CLASS 200 | | | 1510 670007-026 2410.000 LF | 33.00000 79530.00| 30.00000 72300.00| 33.00000 79530.00 12 INCH PLASTIC PIPE, CLASS 200 | | | 1515 670009-220 1.000 EA | 650.00000 650.00| 1150.00000 1150.00| 650.00000 650.00 8 INCH GATE VALVE AND VALVE BOX | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 002 -19 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9925602 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0535003 |(3) 61-0874665 |BIZZACK, INC. |KANAWHA STONE COMPANY, INC. |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1520 670009-260 4.000 EA | 1250.00000 5000.00| 1600.00000 6400.00| 1250.00000 5000.00 12 INCH GATE VALVE AND VALVE BOX | | | 1525 670016-001 1.000 EA | 410.00000 410.00| 560.00000 560.00| 410.00000 410.00 RELOCATE METER | | | 1530 670019-120 2.000 EA | 450.00000 900.00| 1300.00000 2600.00| 450.00000 900.00 2 INCH SPECIAL VALVE, BLOWOFF ASSEMBLY | | | 1535 670021-040 46.000 LF | 24.00000 1104.00| 10.00000 460.00| 24.00000 1104.00 3/4 INCH HOUSE CONNECTION | | | SECTION TOTALS | $ 94,619.00| $ 92,719.00| $ 94,619.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 SANITARY SEWER RELOCATION | | | 1539 604070-129 350.000 LF | 1320.00000 462000.00| 1700.00000 595000.00| 1460.00000 511000.00 16X8 FT PRECAST CONCRETE BOX CULVERT | | | 1540 605001-001 2.000 EA | 2598.00000 5196.00| 3170.00000 6340.00| 2598.00000 5196.00 TYPE A MANHOLE | | | 1545 639001-001 LUMP| 2500.00000 2500.00| 2600.00000 2600.00| 2500.00000 2500.00 CONSTRUCTION LAYOUT STAKE | | | 1555 675007-018 188.000 LF | 22.00000 4136.00| 23.00000 4324.00| 22.00000 4136.00 4 INCH PLASTIC SEWER PIPE | | | 1560 675007-020 141.000 LF | 23.25000 3278.25| 24.00000 3384.00| 23.25000 3278.25 6 INCH PLASTIC SEWER PIPE | | | 1565 675007-022 578.000 LF | 29.50000 17051.00| 31.00000 17918.00| 29.50000 17051.00 8 INCH PLASTIC SEWER PIPE | | | 1570 675007-024 66.000 LF | 32.00000 2112.00| 34.00000 2244.00| 32.00000 2112.00 10 INCH PLASTIC SEWER PIPE | | | 1575 675007-032 224.000 LF | 38.00000 8512.00| 40.00000 8960.00| 38.00000 8512.00 18 INCH PLASTIC SEWER PIPE | | | 1580 675008-241 556.000 LF | 60.00000 33360.00| 63.00000 35028.00| 60.00000 33360.00 10 INCH DUCTILE IRON SEWER PIPE, TYPE I,| | | CLASS 52 | | | 1585 675008-242 576.000 LF | 122.50000 70560.00| 129.00000 74304.00| 122.50000 70560.00 10 INCH DUCTILE IRON SEWER PIPE, TYPE | | | II, CLASS 55 | | | 1590 675008-262 494.000 LF | 57.00000 28158.00| 60.00000 29640.00| 57.00000 28158.00 12 INCH DUCTILE IRON SEWER PIPE, TYPE | | | II, CLASS 52 | | | 1595 675008-382 928.000 LF | 99.00000 91872.00| 104.00000 96512.00| 99.00000 91872.00 24 INCH DUCTILE IRON SEWER PIPE, TYPE | | | II, CLASS 52 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 002 -20 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9925602 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0535003 |(3) 61-0874665 |BIZZACK, INC. |KANAWHA STONE COMPANY, INC. |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1600 675014-001 18.000 EA | 2487.00000 44766.00| 2620.00000 47160.00| 2487.00000 44766.00 MANHOLE COMPLETE, INCLUDING CASTING | | | 1605 675017-001 6.000 EA | 400.00000 2400.00| 420.00000 2520.00| 400.00000 2400.00 ABANDONING MANHOLE | | | 1610 675021-500 499.000 LF | 155.00000 77345.00| 163.00000 81337.00| 155.00000 77345.00 36 INCH STEEL CASING PIPE, THICKNESS | | | 0.3125" | | | SECTION TOTALS | $ 853,246.25| $ 1,007,271.00| $ 902,246.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 COMPUTER SYSTEM | | | 1625 640004-001 LUMP| 3500.00000 3500.00| 4500.00000 4500.00| 4000.00000 4000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 3,500.00| $ 4,500.00| $ 4,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0012 ON JOB TRAINING | | | 1630 699000-001 2000.000 HR | 0.80000 1600.00| 0.80000 1600.00| 0.80000 1600.00 ON JOB TRAINING | | | SECTION TOTALS | $ 1,600.00| $ 1,600.00| $ 1,600.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 19,613,533.29| $ 20,809,292.92| $ 22,750,594.83 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 002 -21 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9925602 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 55-0345840 |(6) 25-1021993 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |TRUMBULL 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 | 805914.60000 805914.60| 774500.00000 774500.00| 1565600.00000 1565600.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 1.00000 1.00| 969.00000 969.00| 500.00000 500.00 BUILDING DEMOLITION NUMBER, 72-2/1 | | | 0015 202001-000 1.000 LS | 1.00000 1.00| 2040.00000 2040.00| 500.00000 500.00 BUILDING DEMOLITION NUMBER, 72-2/2 | | | 0020 202001-000 1.000 LS | 1.00000 1.00| 204.00000 204.00| 500.00000 500.00 BUILDING DEMOLITION NUMBER, 72-3/1 | | | 0025 202001-000 1.000 LS | 1.00000 1.00| 3570.00000 3570.00| 500.00000 500.00 BUILDING DEMOLITION NUMBER, 45/1 | | | 0030 202001-000 1.000 LS | 1.00000 1.00| 51.00000 51.00| 500.00000 500.00 BUILDING DEMOLITION NUMBER, 1/1 | | | 0035 202001-000 1.000 LS | 1.00000 1.00| 2040.00000 2040.00| 500.00000 500.00 BUILDING DEMOLITION NUMBER, 36-1/1 | | | 0040 202001-000 1.000 LS | 1.00000 1.00| 4896.00000 4896.00| 500.00000 500.00 BUILDING DEMOLITION NUMBER, 36-1/2 | | | 0045 202001-000 1.000 LS | 1.00000 1.00| 1.00000 1.00| 500.00000 500.00 BUILDING DEMOLITION NUMBER, 35/1 | | | 0050 202001-000 1.000 LS | 1.00000 1.00| 3570.00000 3570.00| 500.00000 500.00 BUILDING DEMOLITION NUMBER, 23/1 | | | 0055 202001-000 1.000 LS | 1.00000 1.00| 1.00000 1.00| 500.00000 500.00 BUILDING DEMOLITION NUMBER, 70/1 | | | 0060 202001-000 1.000 LS | 1.00000 1.00| 3060.00000 3060.00| 500.00000 500.00 BUILDING DEMOLITION NUMBER, 70/2 | | | 0065 202001-000 1.000 LS | 1.00000 1.00| 204.00000 204.00| 500.00000 500.00 BUILDING DEMOLITION NUMBER, 18/1 | | | 0070 202001-000 1.000 LS | 1.00000 1.00| 204.00000 204.00| 500.00000 500.00 BUILDING DEMOLITION NUMBER, 43/1 | | | 0075 202001-000 1.000 LS | 1.00000 1.00| 3672.00000 3672.00| 500.00000 500.00 BUILDING DEMOLITION NUMBER, 9/1 | | | 0080 202001-000 1.000 LS | 1.00000 1.00| 306.00000 306.00| 500.00000 500.00 BUILDING DEMOLITION NUMBER, 9/2 | | | 0090 202001-000 1.000 LS | 1.00000 1.00| 204.00000 204.00| 500.00000 500.00 BUILDING DEMOLITION NUMBER, 72-4/1 | | | 0095 202001-000 1.000 LS | 1.00000 1.00| 204.00000 204.00| 500.00000 500.00 BUILDING DEMOLITION NUMBER, 72-4/2 | | | 0100 202001-000 1.000 LS | 1.00000 1.00| 204.00000 204.00| 500.00000 500.00 BUILDING DEMOLITION NUMBER, 72-4/3 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 002 -22 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9925602 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 55-0345840 |(6) 25-1021993 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0105 202001-000 1.000 LS | 1.00000 1.00| 10710.00000 10710.00| 5000.00000 5000.00 BUILDING DEMOLITION NUMBER, 71/1 | | | 0110 202001-000 1.000 LS | 1.00000 1.00| 3570.00000 3570.00| 500.00000 500.00 BUILDING DEMOLITION NUMBER, 8/1 | | | 0115 202001-000 1.000 LS | 1.00000 1.00| 816.00000 816.00| 500.00000 500.00 BUILDING DEMOLITION NUMBER, 34-2/1 | | | 0140 202003-000 LUMP| 1.00000 1.00| 570.00000 570.00| 1000.00000 1000.00 SEPTIC TANK ABANDONMENT NUMBER, 72-2/3 | | | 0145 202003-000 LUMP| 1.00000 1.00| 570.00000 570.00| 1000.00000 1000.00 SEPTIC TANK ABANDONMENT NUMBER, 34-1/1 | | | 0150 202003-000 LUMP| 1.00000 1.00| 570.00000 570.00| 1000.00000 1000.00 SEPTIC TANK ABANDONMENT NUMBER, 34-1/2 | | | 0155 202003-000 LUMP| 1.00000 1.00| 570.00000 570.00| 1000.00000 1000.00 SEPTIC TANK ABANDONMENT NUMBER, 34-1/3 | | | 0160 202003-000 LUMP| 1.00000 1.00| 570.00000 570.00| 1000.00000 1000.00 SEPTIC TANK ABANDONMENT NUMBER, 35/2 | | | 0165 202003-000 LUMP| 1.00000 1.00| 570.00000 570.00| 1000.00000 1000.00 SEPTIC TANK ABANDONMENT NUMBER, 36-1/3 | | | 0170 202003-000 LUMP| 1.00000 1.00| 570.00000 570.00| 1000.00000 1000.00 SEPTIC TANK ABANDONMENT NUMBER, 8/2 | | | 0175 202003-000 LUMP| 1.00000 1.00| 570.00000 570.00| 1000.00000 1000.00 SEPTIC TANK ABANDONMENT NUMBER, 9/4 | | | 0180 202003-000 LUMP| 1.00000 1.00| 570.00000 570.00| 1000.00000 1000.00 SEPTIC TANK ABANDONMENT NUMBER, 9/5 | | | 0185 204001-000 LUMP| 686713.75000 686713.75| 725000.00000 725000.00| 750000.00000 750000.00 MOBILIZATION | | | 0190 207001-001 211448.000 CY | 3.85000 814074.80| 4.75000 1004378.00| 6.00000 1268688.00 UNCLASSIFIED EXCAVATION | | | 0195 207002-000 9854.000 CY | 30.20000 297590.80| 34.00000 335036.00| 42.00000 413868.00 SUBGRADE | | | 0200 207033-000 6482.000 SY | 1.50000 9723.00| 1.50000 9723.00| 1.10000 7130.20 FABRIC FOR SUBGRADE STABILIZATION | | | 0205 207034-000 74805.000 SY | 1.10000 82285.50| 1.10000 82285.50| 1.00000 74805.00 FABRIC FOR SEPARATION | | | 0210 207050-000 8.000 EA | 10000.00000 80000.00| 7900.00000 63200.00| 4100.00000 32800.00 SOIL MONITOR, SETTLEMENT CELL SYSTEM | | | 0215 211001-000 1163406.000 CY | 4.87000 5665787.22| 4.50000 5235327.00| 5.50000 6398733.00 UNCLASSIFIED BORROW EXCAVATION | | | 0220 211002-000 85345.000 CY | 11.31000 965251.95| 6.00000 512070.00| 12.00000 1024140.00 ROCK BORROW EXCAVATION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 002 -23 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9925602 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 55-0345840 |(6) 25-1021993 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0225 211003-000 6384.000 CY | 27.75000 177156.00| 6.50000 41496.00| 8.00000 51072.00 SELECT BORROW EXCAVATION | | | 0230 218002-000 69.000 CY | 150.00000 10350.00| 75.00000 5175.00| 140.00000 9660.00 GROUTED RIPRAP | | | 0235 228001-000 933.000 SY | 5.00000 4665.00| 4.60000 4291.80| 1.50000 1399.50 SUBGRADE PREPARATION | | | 0240 229001-000 0.130 MI | 10000.00000 1300.00| 18000.00000 2340.00| 13000.00000 1690.00 SHOULDER AND DITCH | | | 0245 307001-000 2738.000 CY | 30.20000 82687.60| 30.00000 82140.00| 42.00000 114996.00 AGGREGATE BASE COURSE, CLASS I | | | 0255 311006-001 7481.000 CY | 40.00000 299240.00| 50.00000 374050.00| 43.00000 321683.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0260 408002-001 4181.000 GA | 1.50000 6271.50| 1.00000 4181.00| 1.00000 4181.00 BITUMINOUS MATERIAL | | | 0270 415005-001 1387.000 SY | 6.00000 8322.00| 6.00000 8322.00| 6.10000 8460.70 REMOVE EXISTING PAVEMENT SURFACE | | | 0275 502001-012 1670.000 SY | 85.00000 141950.00| 125.00000 208750.00| 140.00000 233800.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0280 601002-001 36.000 CY | 1265.00000 45540.00| 1200.00000 43200.00| 1400.00000 50400.00 CLASS B CONCRETE | | | 0281 604016-027 1.000 EA | 500.00000 500.00| 435.00000 435.00| 610.00000 610.00 33X26 INCH CORRUGATED METAL PIPE ARCH | | | END SECTION | | | 0282 604037-028 184.000 LF | 171.15000 31491.60| 240.00000 44160.00| 175.00000 32200.00 48 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0283 604054-028 140.000 LF | 446.25000 62475.00| 485.00000 67900.00| 456.00000 63840.00 48 INCH JACKED CONDUIT, REINFORCED | | | CONCRETE PIPE, CLASS V | | | 0284 604077-027 366.000 LF | 45.00000 16470.00| 133.00000 48678.00| 110.00000 40260.00 33X26 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE ARCH, B7 | | | 0285 605001-001 2.000 EA | 15000.00000 30000.00| 3800.00000 7600.00| 14000.00000 28000.00 TYPE A MANHOLE | | | 0290 605003-001 6.000 EA | 3220.00000 19320.00| 2800.00000 16800.00| 2400.00000 14400.00 TYPE A INLET | | | 0295 605004-001 1.000 EA | 2070.00000 2070.00| 1800.00000 1800.00| 1500.00000 1500.00 TYPE B INLET | | | 0300 605007-001 4.000 EA | 6900.00000 27600.00| 6000.00000 24000.00| 5800.00000 23200.00 TYPE E INLET | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 002 -24 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9925602 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 55-0345840 |(6) 25-1021993 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0305 605009-001 20.000 EA | 2000.00000 40000.00| 1900.00000 38000.00| 2000.00000 40000.00 TYPE G INLET | | | 0310 606020-001 500.000 LF | 51.75000 25875.00| 7.00000 3500.00| 16.00000 8000.00 AGGREGATE FILLED FABRIC UNDERDRAIN, 24 | | | INCH | | | 0315 606025-004 500.000 LF | 20.70000 10350.00| 4.00000 2000.00| 12.00000 6000.00 6 INCH UNDERDRAIN PIPE | | | 0320 606029-001 17697.000 LF | 7.10000 125648.70| 9.00000 159273.00| 8.00000 141576.00 FREE DRAINING BASE TRENCH | | | 0325 606030-001 1459.000 LF | 15.00000 21885.00| 18.00000 26262.00| 22.00000 32098.00 OUTLET PIPE | | | 0330 607001-001 18798.000 LF | 8.95000 168242.10| 9.00000 169182.00| 8.50000 159783.00 TYPE 1 GUARDRAIL, CLASS I | | | 0335 607006-001 21.000 EA | 840.00000 17640.00| 915.00000 19215.00| 800.00000 16800.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0340 607030-001 20.000 EA | 400.00000 8000.00| 300.00000 6000.00| 380.00000 7600.00 SPECIAL TRAILING END TERMINAL | | | 0345 607065-001 9.000 EA | 1260.00000 11340.00| 1450.00000 13050.00| 1200.00000 10800.00 FLARED END TERMINAL | | | 0350 607066-001 1.000 EA | 1785.00000 1785.00| 1700.00000 1700.00| 1700.00000 1700.00 TANGENT END TERMINAL | | | 0355 608001-004 14957.000 LF | 12.80000 191449.60| 13.00000 194441.00| 15.20000 227346.40 5 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0360 609001-001 900.000 SY | 51.75000 46575.00| 45.00000 40500.00| 31.50000 28350.00 CONCRETE SIDEWALK | | | 0365 609002-001 100.000 CY | 50.00000 5000.00| 35.00000 3500.00| 60.00000 6000.00 BED COURSE MATERIAL | | | 0366 610001-001 29.000 LF | 70.00000 2030.00| 60.00000 1740.00| 30.00000 870.00 PLAIN CONCRETE CURBING, TYPE I | | | 0370 610003-001 1620.000 LF | 25.30000 40986.00| 22.00000 35640.00| 30.00000 48600.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I | | | 0375 610006-005 475.000 LF | 97.75000 46431.25| 95.00000 45125.00| 47.00000 22325.00 MEDIAN, TYPE V | | | 0380 633001-001 494.000 SY | 74.75000 36926.50| 22.00000 10868.00| 66.00000 32604.00 CONCRETE GUTTER | | | 0385 633003-001 171.000 CY | 50.00000 8550.00| 25.00000 4275.00| 20.00000 3420.00 DUMPED ROCK GUTTER | | | 0390 636007-001 1800.000 LF | 0.80000 1440.00| 1.00000 1800.00| 0.50000 900.00 ERADICATION OF PAVEMENT MARKING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 002 -25 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9925602 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 55-0345840 |(6) 25-1021993 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0395 636009-001 18000.000 LF | 1.05000 18900.00| 1.00000 18000.00| 1.00000 18000.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0400 636011-001 33525.000 UN | 1.00000 33525.00| 1.00000 33525.00| 0.80000 26820.00 TRAFFIC CONTROL DEVICE | | | 0405 636012-010 3.000 EA | 262.50000 787.50| 250.00000 750.00| 250.00000 750.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0410 636013-001 350.000 EA | 5.25000 1837.50| 5.00000 1750.00| 2.50000 875.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0415 636014-001 700.000 HR | 50.00000 35000.00| 45.00000 31500.00| 38.00000 26600.00 FLAGGER | | | 0420 636014-002 50.000 HR | 100.00000 5000.00| 60.00000 3000.00| 40.00000 2000.00 TRAFFIC DIRECTOR | | | 0425 636017-001 400.000 LF | 35.00000 14000.00| 30.00000 12000.00| 35.00000 14000.00 TEMPORARY CONCRETE BARRIER | | | 0430 636021-001 270.000 DA | 15.75000 4252.50| 20.00000 5400.00| 8.00000 2160.00 ELECTRIC ARROW | | | 0435 636022-001 10.000 DA | 78.75000 787.50| 100.00000 1000.00| 100.00000 1000.00 CHANGAEBLE MESSAGE SIGN | | | 0440 636025-001 3600.000 DA | 1.35000 4860.00| 1.40000 5040.00| 1.10000 3960.00 WARNING LIGHTS, TYPE B | | | 0445 636028-001 50.000 DA | 200.00000 10000.00| 600.00000 30000.00| 85.00000 4250.00 SHADOW VEHICLE | | | 0450 637001-001 2353.000 MG | 20.00000 47060.00| 40.00000 94120.00| 15.00000 35295.00 WATER FOR DUST PALLIATIVE | | | 0451 638001-001 2.000 EA | 250.00000 500.00| 113.00000 226.00| 70.00000 140.00 PROJECT MARKER | | | 0460 638002-001 92.000 EA | 100.00000 9200.00| 32.00000 2944.00| 30.00000 2760.00 RIGHT OF WAY MARKER | | | 0465 638003-001 7.000 EA | 150.00000 1050.00| 120.00000 840.00| 240.00000 1680.00 SURVEY MARKER | | | 0470 639001-001 LUMP| 150000.00000 150000.00| 200000.00000 200000.00| 300000.00000 300000.00 CONSTRUCTION LAYOUT STAKE | | | 0475 640001-001 24.000 MO | 2500.00000 60000.00| 1550.00000 37200.00| 2500.00000 60000.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0480 640003-001 LUMP| 10000.00000 10000.00| 9100.00000 9100.00| 6000.00000 6000.00 BUILDING EQUIPMENT | | | 0485 642001-001 12565.000 LF | 0.01000 125.65| 0.25000 3141.25| 0.80000 10052.00 TEMPORARY BERM | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 002 -26 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9925602 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 55-0345840 |(6) 25-1021993 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 642002-001 620.000 LF | 15.00000 9300.00| 15.00000 9300.00| 5.00000 3100.00 SLOPE DRAIN | | | 0495 642004-001 2726.000 LB | 0.05000 136.30| 0.01000 27.26| 0.01000 27.26 SEED MIXTURE, TEMPORARY | | | 0500 642004-002 777.000 LB | 0.15000 116.55| 0.10000 77.70| 0.10000 77.70 SEED MIXTURE, B | | | 0505 642004-003 1974.000 LB | 4.15000 8192.10| 4.00000 7896.00| 4.00000 7896.00 SEED MIXTURE, D | | | 0510 642005-001 67.000 TN | 587.10000 39335.70| 600.00000 40200.00| 570.00000 38190.00 MULCH, STRAW OR HAY | | | 0515 642005-002 3.000 TN | 1545.00000 4635.00| 1600.00000 4800.00| 1500.00000 4500.00 MULCH, WOOD CELLULOSE FIBER | | | 0520 642006-001 16.000 TN | 310.00000 4960.00| 320.00000 5120.00| 300.00000 4800.00 FERTILIZER | | | 0525 642009-001 23086.000 LF | 0.01000 230.86| 0.01000 230.86| 0.01000 230.86 CONTOUR DITCH | | | 0530 642010-001 62.000 TN | 10.30000 638.60| 12.00000 744.00| 10.00000 620.00 AGRICULTURAL LIMESTONE | | | 0535 642011-001 302.000 EA | 10.00000 3020.00| 18.00000 5436.00| 3.00000 906.00 HAY OR STRAW BALE | | | 0540 642012-001 11543.000 LF | 3.00000 34629.00| 4.50000 51943.50| 2.60000 30011.80 SILT FENCE | | | 0545 642031-001 36.000 EA | 150.00000 5400.00| 160.00000 5760.00| 120.00000 4320.00 DITCH CHECK | | | 0550 642033-001 500.000 CY | 10.00000 5000.00| 10.00000 5000.00| 7.00000 3500.00 SEDIMENT TRAP | | | 0555 642036-001 2322.000 CY | 0.01000 23.22| 8.00000 18576.00| 5.00000 11610.00 SEDIMENT REMOVAL | | | 0560 642037-001 4643.000 CY | 5.00000 23215.00| 5.00000 23215.00| 7.00000 32501.00 SEDIMENT POND | | | 0565 652001-001 62.000 TN | 10.30000 638.60| 11.00000 682.00| 10.00000 620.00 AGRICULTURAL LIMESTONE | | | 0570 652002-001 21.000 TN | 257.50000 5407.50| 260.00000 5460.00| 250.00000 5250.00 FERTILIZER, 10-20-10 | | | 0575 652002-002 6.000 TN | 1030.00000 6180.00| 1100.00000 6600.00| 1000.00000 6000.00 FERTILIZER, UREA FORMALDEHYDE | | | 0580 652003-001 777.000 LB | 0.55000 427.35| 0.60000 466.20| 0.50000 388.50 SEED MIXTURES, B, C-1, OR C-2 | | | 0585 652003-002 1974.000 LB | 8.25000 16285.50| 9.00000 17766.00| 8.00000 15792.00 SEED MIXTURE, D | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 002 -27 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9925602 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 55-0345840 |(6) 25-1021993 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0590 652004-001 67.000 TN | 432.60000 28984.20| 470.00000 31490.00| 420.00000 28140.00 STRAW OR HAY MULCH | | | 0595 652004-002 3.000 TN | 1030.00000 3090.00| 1100.00000 3300.00| 1000.00000 3000.00 WOOD CELLULOSE FIBER MULCH | | | 0600 655001-001 3015.000 SY | 1.25000 3768.75| 1.20000 3618.00| 1.20000 3618.00 MATTING | | | 0605 655002-001 426.000 SY | 4.45000 1895.70| 4.30000 1831.80| 4.30000 1831.80 PERMANENT EROSION MATTING, TYPE B | | | 0625 681001-001 LUMP| 1400.00000 1400.00| 2625.00000 2625.00| 2700.00000 2700.00 ASBESTOS ABATEMENT, NUMBER 36-1/2 | | | 0635 681001-001 LUMP| 2900.00000 2900.00| 456.00000 456.00| 470.00000 470.00 ASBESTOS ABATEMENT, NUMBER 70/2 | | | 0645 681001-001 LUMP| 600.00000 600.00| 1206.00000 1206.00| 1250.00000 1250.00 ASBESTOS ABATEMENT, NUMBER 9/1 | | | 0735 401001-011 AA1 43904.000 TN | 30.40000 1334681.60| 34.00000 1492736.00| 30.50000 1339072.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0740 401001-012 AA2 40086.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0745 401001-011 AB1 1412.000 TN | 31.75000 44831.00| 35.00000 49420.00| 30.50000 43066.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0750 401001-012 AB2 1289.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0755 401007-011 AC1 896.000 TN | 31.75000 28448.00| 43.00000 38528.00| 37.50000 33600.00 SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL TYPE I | | | 0760 401007-012 AC2 819.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, SLAG TYPE I | | | 0765 402001-011 AD1 5738.000 TN | 42.00000 240996.00| 45.00000 258210.00| 37.50000 215175.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE I | | | 0770 402001-012 AD2 5068.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE I | | | 0775 604004-016 AE1 547.000 LF | | | 18 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 002 -28 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9925602 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 55-0345840 |(6) 25-1021993 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0777 604072-116 AE1 9.000 EA | | | 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0779 604076-016 AE2 547.000 LF | 33.35000 18242.45| 67.00000 36649.00| 42.00000 22974.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0781 604072-116 AE2 9.000 EA | 865.00000 7785.00| 430.00000 3870.00| 600.00000 5400.00 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0783 604037-016 AE3 547.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0785 604038-016 AE3 9.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0788 604004-016 AF1 1761.000 LF | | | 18 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0790 604072-116 AF1 6.000 EA | | | 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0792 604076-016 AF2 1761.000 LF | 33.35000 58729.35| 66.00000 116226.00| 51.00000 89811.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0794 604072-116 AF2 6.000 EA | 865.00000 5190.00| 430.00000 2580.00| 600.00000 3600.00 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0797 604004-020 AG1 140.000 LF | | | 24 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0799 604072-120 AG1 2.000 EA | | | 24 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0801 604076-020 AG2 140.000 LF | 35.50000 4970.00| 77.00000 10780.00| 52.00000 7280.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0803 604072-120 AG2 2.000 EA | 1179.80000 2359.60| 580.00000 1160.00| 750.00000 1500.00 24 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0805 604037-020 AG3 140.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 002 -29 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9925602 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 55-0345840 |(6) 25-1021993 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0807 604038-020 AG3 2.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0811 604004-020 AH1 264.000 LF | | | 24 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0815 604076-020 AH2 264.000 LF | 35.50000 9372.00| 77.00000 20328.00| 42.00000 11088.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0819 604037-020 AH3 264.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | V | | | 0824 604004-020 AJ1 859.000 LF | | | 24 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0828 604076-020 AJ2 859.000 LF | 35.50000 30494.50| 77.00000 66143.00| 45.00000 38655.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0834 604004-022 AK1 732.000 LF | | | 30 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0838 604076-022 AK2 732.000 LF | 51.10000 37405.20| 90.00000 65880.00| 75.00000 54900.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0842 604037-022 AK3 732.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0848 604004-024 AL1 383.000 LF | | | 36 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0852 604076-024 AL2 383.000 LF | 58.60000 22443.80| 113.00000 43279.00| 75.00000 28725.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0856 604037-024 AL3 383.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | V | | | 0862 604004-024 AM1 552.000 LF | | | 36 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0866 604076-024 AM2 552.000 LF | 58.60000 32347.20| 93.00000 51336.00| 53.00000 29256.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 002 -30 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9925602 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 55-0345840 |(6) 25-1021993 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0872 604004-024 AN1 297.000 LF | | | 36 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0876 604076-024 AN2 297.000 LF | 58.60000 17404.20| 99.00000 29403.00| 76.00000 22572.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0880 604037-024 AN3 297.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0886 604004-040 AP1 378.000 LF | | | 84 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, D5 | | | 0890 604076-040 AP2 378.000 LF | 0.01000 3.78| 484.00000 182952.00| 430.00000 162540.00 84 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, D5 | | | 0895 636002-001 AQ1 100.000 TN | 50.00000 5000.00| 30.00000 3000.00| 17.00000 1700.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0900 636002-002 AQ2 91.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | 0905 307005-001 AR1 2490.000 TN | 18.10000 45069.00| 27.00000 67230.00| 21.00000 52290.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS III | | | 0906 307005-002 AR2 2377.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS III | | | SECTION TOTALS | $ 13,748,002.73| $ 13,831,608.87| $ 16,246,785.72 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 SIGNING & PAVEMENT MARKINGS | | | 0910 657006-001 374.000 LF | 17.35000 6488.90| 16.50000 6171.00| 14.00000 5236.00 S4X7.7, A-441 SUPPORT, GALVANIZED | | | 0915 657006-005 222.000 LF | 22.35000 4961.70| 25.00000 5550.00| 21.50000 4773.00 W6X12, A-441 SUPPORT, GALVANIZED | | | 0920 657008-001 981.000 LF | 4.50000 4414.50| 5.00000 4905.00| 5.00000 4905.00 2.00 LB CHANNEL POST | | | 0925 657010-001 564.000 LF | 5.25000 2961.00| 7.00000 3948.00| 5.50000 3102.00 3.00 LB CHANNEL POST | | | 0930 657012-001 112.000 LF | 6.85000 767.20| 10.00000 1120.00| 8.00000 896.00 4.00 LB BACK TO BACK CHANNEL POST | | | 0935 657014-001 70.000 LF | 7.50000 525.00| 15.00000 1050.00| 9.00000 630.00 6.00 LB BACK TO BACK CHANNEL POST | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 002 -31 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9925602 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 55-0345840 |(6) 25-1021993 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0940 657017-001 17.000 CY | 735.00000 12495.00| 850.00000 14450.00| 600.00000 10200.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0945 658001-001 30.000 CY | 761.25000 22837.50| 850.00000 25500.00| 600.00000 18000.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 0950 658003-001 1.000 EA | 12600.00000 12600.00| 14500.00000 14500.00| 11500.00000 11500.00 OVERHEAD SIGN, GALVANIZED STEEL | | | (ASSEMBLY #1) | | | 0955 658003-001 1.000 EA | 12731.25000 12731.25| 14500.00000 14500.00| 11600.00000 11600.00 OVERHEAD SIGN, GALVANIZED STEEL | | | (ASSEMBLY #2) | | | 0960 658003-001 1.000 EA | 12600.00000 12600.00| 14500.00000 14500.00| 11500.00000 11500.00 OVERHEAD SIGN, GALVANIZED STEEL | | | (ASSEMBLY #3) | | | 0965 658003-001 1.000 EA | 12705.00000 12705.00| 14500.00000 14500.00| 11600.00000 11600.00 OVERHEAD SIGN, GALVANIZED STEEL | | | (ASSEMBLY #4) | | | 0970 658003-001 1.000 EA | 11130.00000 11130.00| 12500.00000 12500.00| 10000.00000 10000.00 OVERHEAD SIGN, GALVANIZED STEEL | | | (ASSEMBLY #5) | | | 0975 658003-001 1.000 EA | 11130.00000 11130.00| 12500.00000 12500.00| 10000.00000 10000.00 OVERHEAD SIGN, GALVANIZED STEEL | | | (ASSEMBLY #6) | | | 0980 659001-001 LUMP| 6825.00000 6825.00| 6500.00000 6500.00| 6800.00000 6800.00 SIGN LIGHTING, TYPE 3 ,250W (ASSEMBLY | | | #1) | | | 0985 659001-001 LUMP| 5250.00000 5250.00| 5000.00000 5000.00| 5200.00000 5200.00 SIGN LIGHTING, TYPE 3 ,250W (ASSEMBLY | | | #2) | | | 0990 659001-001 LUMP| 5250.00000 5250.00| 5000.00000 5000.00| 5200.00000 5200.00 SIGN LIGHTING, TYPE 3 ,250W (ASSEMBLY | | | #3) | | | 0995 659001-001 LUMP| 5250.00000 5250.00| 5000.00000 5000.00| 5200.00000 5200.00 SIGN LIGHTING, TYPE 3 ,250W (ASSEMBLY | | | #4) | | | 1000 659001-001 LUMP| 7875.00000 7875.00| 7500.00000 7500.00| 7800.00000 7800.00 SIGN LIGHTING, TYPE 3 ,250W (ASSEMBLY | | | #5) | | | 1005 659001-001 LUMP| 7875.00000 7875.00| 7500.00000 7500.00| 7800.00000 7800.00 SIGN LIGHTING, TYPE 3 ,250W (ASSEMBLY | | | #6) | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 002 -32 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9925602 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 55-0345840 |(6) 25-1021993 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1010 661001-001 704.000 SF | 13.85000 9750.40| 15.00000 10560.00| 15.00000 10560.00 0.080 IN FLAT SHEET SIGN | | | 1015 661002-001 2192.000 SF | 16.60000 36387.20| 20.00000 43840.00| 14.00000 30688.00 EXTRUDED PANEL SIGN | | | 1020 661004-001 176.000 EA | 3.35000 589.60| 4.00000 704.00| 5.00000 880.00 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | WHITE | | | 1025 661004-001 9.000 EA | 3.35000 30.15| 4.00000 36.00| 5.00000 45.00 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | AMBER | | | 1030 661008-001 19.000 EA | 47.25000 897.75| 35.00000 665.00| 65.00000 1235.00 DELINEATOR BRACKET, TYPE C | | | 1035 661013-001 10.000 EA | 31.50000 315.00| 25.00000 250.00| 35.00000 350.00 PLASTIC DELINEATOR POST, | | | 1040 663001-004 25165.000 LF | 0.15000 3774.75| 0.15000 3774.75| 0.12000 3019.80 EDGE LINE, TYPE II ,WHITE | | | 1045 663001-004 14400.000 LF | 0.15000 2160.00| 0.15000 2160.00| 0.12000 1728.00 EDGE LINE, TYPE II ,YELLOW | | | 1050 663002-005 3815.000 LF | 0.20000 763.00| 0.20000 763.00| 0.15000 572.25 LANE LINE OR CENTERLINE, TYPE II ,WHITE | | | 1055 663003-005 7200.000 LF | 0.15000 1080.00| 0.15000 1080.00| 0.12000 864.00 BARRIER LINE, TYPE II | | | 1060 663004-004 1125.000 LF | 0.30000 337.50| 0.30000 337.50| 0.25000 281.25 CHANNELIZING LINE, TYPE II | | | 1065 663005-010 240.000 LF | 12.35000 2964.00| 12.00000 2880.00| 12.00000 2880.00 STOP LINE, TYPE V (24") | | | 1066 663006-010 530.000 LF | 6.25000 3312.50| 6.00000 3180.00| 6.00000 3180.00 CROSSWALK LINE, TYPE V | | | 1070 663007-010 1690.000 LF | 12.35000 20871.50| 12.00000 20280.00| 12.00000 20280.00 STRIPE, TYPE V ,WHITE (24") | | | 1075 663007-010 950.000 LF | 6.25000 5937.50| 6.00000 5700.00| 6.00000 5700.00 STRIPE, TYPE V ,YELLOW (12") | | | 1080 663010-010 12.000 EA | 157.50000 1890.00| 150.00000 1800.00| 150.00000 1800.00 LANE ARROW, TYPE V | | | 1081 663011-010 16.000 EA | 61.95000 991.20| 60.00000 960.00| 60.00000 960.00 LANE LETTER, TYPE V | | | 1085 663012-208 156.000 EA | 29.40000 4586.40| 30.00000 4680.00| 28.00000 4368.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 002 -33 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9925602 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 55-0345840 |(6) 25-1021993 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 263,310.50| $ 285,844.25| $ 241,333.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 ROADWAY LIGHTING | | | 1090 662002-001 LUMP| 52500.00000 52500.00| 50000.00000 50000.00| 52000.00000 52000.00 GALVANIZED STEEL CONDUIT ,01 | | | 1095 662002-001 LUMP| 47250.00000 47250.00| 45000.00000 45000.00| 47000.00000 47000.00 GALVANIZED STEEL CONDUIT ,02 | | | 1100 662006-001 6.000 EA | 630.00000 3780.00| 600.00000 3600.00| 625.00000 3750.00 JUNCTION BOX, TYPE A | | | 1105 662006-001 62.000 EA | 1050.00000 65100.00| 1000.00000 62000.00| 1050.00000 65100.00 JUNCTION BOX, TYPE H 18"X18" | | | 1110 662007-001 16.000 EA | 420.00000 6720.00| 400.00000 6400.00| 415.00000 6640.00 LUMINAIRE, 150W | | | 1115 662007-001 8.000 EA | 367.50000 2940.00| 350.00000 2800.00| 370.00000 2960.00 LUMINAIRE, 250W | | | 1120 662007-001 114.000 EA | 551.25000 62842.50| 525.00000 59850.00| 550.00000 62700.00 LUMINAIRE, 400W | | | 1125 662008-001 1.000 LS | 36750.00000 36750.00| 35000.00000 35000.00| 37000.00000 37000.00 CABLE, 01 | | | 1130 662008-001 1.000 LS | 31500.00000 31500.00| 30000.00000 30000.00| 31100.00000 31100.00 CABLE, 02 | | | 1135 662010-001 8.000 EA | 2056.20000 16449.60| 1960.00000 15680.00| 2025.00000 16200.00 LIGHTING SUPPORT, TYPE I, ,40-10 | | | 1140 662010-010 7.000 EA | 15750.00000 110250.00| 15000.00000 105000.00| 15600.00000 109200.00 LIGHTING SUPPORT, TYPE X, ,120-6 | | | 1145 662010-010 9.000 EA | 16800.00000 151200.00| 16000.00000 144000.00| 16600.00000 149400.00 LIGHTING SUPPORT, TYPE X, ,120-8 | | | 1150 662013-001 LUMP| 23100.00000 23100.00| 22000.00000 22000.00| 22800.00000 22800.00 SERVICE AND CONTROL STATION, 01 | | | 1151 662013-001 LUMP| 23100.00000 23100.00| 22000.00000 22000.00| 22800.00000 22800.00 SERVICE AND CONTROL STATION, 02 | | | 1155 662014-001 LUMP| 15750.00000 15750.00| 15000.00000 15000.00| 15600.00000 15600.00 INCIDENTAL ELECTRICAL WORK | | | 1160 662015-001 1.000 LS | 2625.00000 2625.00| 2500.00000 2500.00| 2600.00000 2600.00 ELECTRICAL TEST, 01 | | | 1165 662015-001 1.000 LS | 2625.00000 2625.00| 2500.00000 2500.00| 2600.00000 2600.00 ELECTRICAL TEST, 02 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 002 -34 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9925602 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 55-0345840 |(6) 25-1021993 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 654,482.10| $ 623,330.00| $ 649,450.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 SIGNALIZATION | | | 1170 660001-001 LUMP| 9975.00000 9975.00| 9500.00000 9500.00| 9900.00000 9900.00 SIGNAL CONTROLLER -01 | | | 1175 660001-001 LUMP| 8925.00000 8925.00| 8500.00000 8500.00| 8800.00000 8800.00 SIGNAL CONTROLLER -02 | | | 1180 660001-001 LUMP| 5250.00000 5250.00| 5000.00000 5000.00| 5200.00000 5200.00 SIGNAL CONTROLLER -03 | | | 1185 660002-005 12.000 EA | 236.25000 2835.00| 225.00000 2700.00| 250.00000 3000.00 TRAFFIC DETECTOR, LPS-C | | | 1190 660003-006 52.000 EA | 236.25000 12285.00| 225.00000 11700.00| 250.00000 13000.00 SIGNAL SECTION, V-12 | | | 1195 660004-040 8.000 EA | 4725.00000 37800.00| 4500.00000 36000.00| 4700.00000 37600.00 SIGNAL SUPPORT, C1 | | | 1200 660005-010 16.000 EA | 840.00000 13440.00| 800.00000 12800.00| 830.00000 13280.00 JUNCTION BOX, TYPE H | | | 1205 660006-001 LUMP| 3675.00000 3675.00| 3500.00000 3500.00| 3650.00000 3650.00 SIGNAL INTERCONNECT | | | 1210 660007-001 LUMP| 21000.00000 21000.00| 20000.00000 20000.00| 20700.00000 20700.00 MISCELLANEOUS SIGNAL ,01 | | | 1215 660007-001 LUMP| 17850.00000 17850.00| 17000.00000 17000.00| 18000.00000 18000.00 MISCELLANEOUS SIGNAL ,02 | | | 1220 660007-001 LUMP| 5250.00000 5250.00| 5000.00000 5000.00| 5200.00000 5200.00 MISCELLANEOUS SIGNAL ,03 | | | 1225 660010-001 3.000 EA | 2625.00000 7875.00| 2500.00000 7500.00| 2600.00000 7800.00 PRIORITY CONTROL SYSTEM DETECTOR (D1) | | | 1230 660010-010 1.000 EA | 1575.00000 1575.00| 1500.00000 1500.00| 1600.00000 1600.00 PRIORITY CONTROL SYSTEM EMITTER | | | 1235 660016-001 1.000 EA | 4725.00000 4725.00| 4500.00000 4500.00| 4700.00000 4700.00 AREA MASTER CONTROLLER | | | 1240 660017-001 LUMP| 787.50000 787.50| 750.00000 750.00| 800.00000 800.00 INTERSECTION PHONE SYSTEM | | | SECTION TOTALS | $ 153,247.50| $ 145,950.00| $ 153,230.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 BRIDGE #4952 US50 / FAIRFAX ST. | | | 1245 212001-000 380.000 CY | 39.00000 14820.00| 50.00000 19000.00| 40.00000 15200.00 STRUCTURE EXCAVATION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 002 -35 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9925602 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 55-0345840 |(6) 25-1021993 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1250 212005-000 138.000 CY | 67.00000 9246.00| 125.00000 17250.00| 45.00000 6210.00 SELECT MATERIAL FOR BACKFILLING | | | 1255 218005-000 1805.000 SY | 55.00000 99275.00| 55.00000 99275.00| 39.00000 70395.00 CONCRETE SLOPE PROTECTION | | | 1260 601002-001 716.000 CY | 400.00000 286400.00| 425.00000 304300.00| 500.00000 358000.00 CLASS B CONCRETE | | | 1265 601003-001 597.000 CY | 400.00000 238800.00| 660.00000 394020.00| 500.00000 298500.00 CLASS K CONCRETE | | | 1270 602001-001 89845.000 LB | 0.60000 53907.00| 0.70000 62891.50| 0.80000 71876.00 REINFORCING STEEL BAR | | | 1275 602002-001 161685.000 LB | 0.65000 105095.25| 0.75000 121263.75| 1.00000 161685.00 EPOXY COATED REINFORCING STEEL BAR | | | 1280 603018-015 1855.000 LF | 160.00000 296800.00| 170.00000 315350.00| 195.84000 363283.20 45 INCH PRESTRESSED CONCRETE I BEAM | | | 1285 615003-001 1.000 LS | 7000.00000 7000.00| 10000.00000 10000.00| 6000.00000 6000.00 FABRICATED STRUCTURAL STEEL | | | 1290 616004-008 3137.000 LF | 30.00000 94110.00| 55.00000 172535.00| 35.00000 109795.00 HP12X74 STEEL BEARING PILE, DRIVEN | | | 1295 616005-008 2546.000 LF | 56.00000 142576.00| 65.00000 165490.00| 50.00000 127300.00 HP12X74 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 1300 617003-001 425.000 LF | 120.00000 51000.00| 63.00000 26775.00| 40.00000 17000.00 ALUMINUM RAILING | | | 1305 639001-001 LUMP| 15000.00000 15000.00| 5000.00000 5000.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKE | | | 1310 679002-001 98.000 CY | 400.00000 39200.00| 600.00000 58800.00| 540.00000 52920.00 SPECIALIZED CONCRETE OVERLAY | | | 1320 679006-001 LUMP| 2500.00000 2500.00| 1.00000 1.00| 1.00000 1.00 TEST SLAB | | | SECTION TOTALS | $ 1,455,729.25| $ 1,771,951.25| $ 1,668,165.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 BRIDGE #4953 US50 / DIVISION ST. | | | 1325 212001-000 1141.000 CY | 27.00000 30807.00| 35.00000 39935.00| 25.00000 28525.00 STRUCTURE EXCAVATION | | | 1330 212005-000 147.000 CY | 67.00000 9849.00| 125.00000 18375.00| 45.00000 6615.00 SELECT MATERIAL FOR BACKFILLING | | | 1335 218005-000 1668.000 SY | 55.00000 91740.00| 55.00000 91740.00| 40.00000 66720.00 CONCRETE SLOPE PROTECTION | | | 1340 601002-001 968.000 CY | 400.00000 387200.00| 400.00000 387200.00| 400.00000 387200.00 CLASS B CONCRETE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 002 -36 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9925602 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 55-0345840 |(6) 25-1021993 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1345 601003-001 860.000 CY | 400.00000 344000.00| 625.00000 537500.00| 500.00000 430000.00 CLASS K CONCRETE | | | 1350 602001-001 147713.000 LB | 0.60000 88627.80| 0.70000 103399.10| 0.80000 118170.40 REINFORCING STEEL BAR | | | 1355 602002-001 219529.000 LB | 0.65000 142693.85| 0.75000 164646.75| 1.00000 219529.00 EPOXY COATED REINFORCING STEEL BAR | | | 1360 615001-001 1.000 LS | 700000.00000 700000.00| 882000.00000 882000.00| 850000.00000 850000.00 STEEL SUPERSTRUCTURE | | | 1365 616004-008 16224.000 LF | 25.00000 405600.00| 50.00000 811200.00| 42.00000 681408.00 HP12X74 STEEL BEARING PILE, DRIVEN | | | 1370 617003-001 600.000 LF | 120.00000 72000.00| 65.00000 39000.00| 40.00000 24000.00 ALUMINUM RAILING | | | 1375 639001-001 LUMP| 15000.00000 15000.00| 5000.00000 5000.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKE | | | 1380 679002-001 142.000 CY | 400.00000 56800.00| 600.00000 85200.00| 540.00000 76680.00 SPECIALIZED CONCRETE OVERLAY | | | 1390 679006-001 LUMP| 2500.00000 2500.00| 1.00000 1.00| 1.00000 1.00 TEST SLAB | | | SECTION TOTALS | $ 2,346,817.65| $ 3,165,196.85| $ 2,898,848.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 BRIDGE #4954 US50 / NEAL RUN | | | 1395 212001-000 1400.000 CY | 23.00000 32200.00| 15.00000 21000.00| 40.00000 56000.00 STRUCTURE EXCAVATION | | | 1400 212002-000 1222.000 CY | 200.00000 244400.00| 130.00000 158860.00| 280.00000 342160.00 WET EXCAVATION | | | 1405 212005-000 210.000 CY | 67.00000 14070.00| 125.00000 26250.00| 45.00000 9450.00 SELECT MATERIAL FOR BACKFILLING | | | 1410 601002-001 1328.000 CY | 400.00000 531200.00| 400.00000 531200.00| 600.00000 796800.00 CLASS B CONCRETE | | | 1415 601003-001 1131.000 CY | 400.00000 452400.00| 550.00000 622050.00| 500.00000 565500.00 CLASS K CONCRETE | | | 1420 602001-001 160975.000 LB | 0.60000 96585.00| 0.70000 112682.50| 0.80000 128780.00 REINFORCING STEEL BAR | | | 1425 602002-001 268617.000 LB | 0.65000 174601.05| 0.75000 201462.75| 1.00000 268617.00 EPOXY COATED REINFORCING STEEL BAR | | | 1430 603018-025 3252.000 LF | 205.00000 666660.00| 210.00000 682920.00| 200.00000 650400.00 60 INCH PRESTRESSED CONCRETE I BEAM | | | 1435 615003-001 1.000 LS | 6500.00000 6500.00| 10000.00000 10000.00| 7000.00000 7000.00 FABRICATED STRUCTURAL STEEL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 002 -37 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9925602 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 55-0345840 |(6) 25-1021993 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1440 616004-008 7559.000 LF | 26.00000 196534.00| 50.00000 377950.00| 40.00000 302360.00 HP12X74 STEEL BEARING PILE, DRIVEN | | | 1445 616004-017 2529.000 LF | 41.00000 103689.00| 65.00000 164385.00| 52.00000 131508.00 HP14X89 STEEL BEARING PILE, DRIVEN | | | 1450 617003-001 664.000 LF | 120.00000 79680.00| 65.00000 43160.00| 40.00000 26560.00 ALUMINUM RAILING | | | 1455 639001-001 LUMP| 15000.00000 15000.00| 5000.00000 5000.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKE | | | 1460 679002-001 175.000 CY | 400.00000 70000.00| 600.00000 105000.00| 540.00000 94500.00 SPECIALIZED CONCRETE OVERLAY | | | 1465 679006-001 LUMP| 2500.00000 2500.00| 1.00000 1.00| 1.00000 1.00 TEST SLAB | | | SECTION TOTALS | $ 2,686,019.05| $ 3,061,921.25| $ 3,389,636.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 RETAINING WALL | | | 1470 212002-000 876.000 CY | 90.00000 78840.00| 75.00000 65700.00| 60.00000 52560.00 WET EXCAVATION | | | 1475 212005-000 118.000 CY | 55.00000 6490.00| 125.00000 14750.00| 45.00000 5310.00 SELECT MATERIAL FOR BACKFILLING | | | 1480 601002-001 422.000 CY | 400.00000 168800.00| 400.00000 168800.00| 290.00000 122380.00 CLASS B CONCRETE | | | 1485 602001-001 45648.000 LB | 0.60000 27388.80| 0.70000 31953.60| 0.80000 36518.40 REINFORCING STEEL BAR | | | 1490 616004-008 3981.000 LF | 30.00000 119430.00| 60.00000 238860.00| 45.00000 179145.00 HP12X74 STEEL BEARING PILE, DRIVEN | | | 1495 639001-001 LUMP| 5000.00000 5000.00| 2500.00000 2500.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 405,948.80| $ 522,563.60| $ 405,913.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 WATERLINE RELOCATION | | | 1500 639001-001 LUMP| 26250.00000 26250.00| 2500.00000 2500.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKE | | | 1505 670007-018 181.000 LF | 21.00000 3801.00| 25.00000 4525.00| 25.00000 4525.00 4 INCH PLASTIC PIPE, CLASS 200 | | | 1510 670007-026 2410.000 LF | 31.50000 75915.00| 33.00000 79530.00| 45.00000 108450.00 12 INCH PLASTIC PIPE, CLASS 200 | | | 1515 670009-220 1.000 EA | 840.00000 840.00| 650.00000 650.00| 1000.00000 1000.00 8 INCH GATE VALVE AND VALVE BOX | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 002 -38 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9925602 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 55-0345840 |(6) 25-1021993 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1520 670009-260 4.000 EA | 1260.00000 5040.00| 1250.00000 5000.00| 1500.00000 6000.00 12 INCH GATE VALVE AND VALVE BOX | | | 1525 670016-001 1.000 EA | 630.00000 630.00| 410.00000 410.00| 1000.00000 1000.00 RELOCATE METER | | | 1530 670019-120 2.000 EA | 840.00000 1680.00| 450.00000 900.00| 2500.00000 5000.00 2 INCH SPECIAL VALVE, BLOWOFF ASSEMBLY | | | 1535 670021-040 46.000 LF | 21.00000 966.00| 24.00000 1104.00| 25.00000 1150.00 3/4 INCH HOUSE CONNECTION | | | SECTION TOTALS | $ 115,122.00| $ 94,619.00| $ 137,125.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 SANITARY SEWER RELOCATION | | | 1539 604070-129 350.000 LF | 1575.00000 551250.00| 1460.00000 511000.00| 1250.00000 437500.00 16X8 FT PRECAST CONCRETE BOX CULVERT | | | 1540 605001-001 2.000 EA | 2100.00000 4200.00| 2598.00000 5196.00| 2000.00000 4000.00 TYPE A MANHOLE | | | 1545 639001-001 LUMP| 10500.00000 10500.00| 2500.00000 2500.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKE | | | 1555 675007-018 188.000 LF | 29.40000 5527.20| 22.00000 4136.00| 30.00000 5640.00 4 INCH PLASTIC SEWER PIPE | | | 1560 675007-020 141.000 LF | 33.60000 4737.60| 23.25000 3278.25| 35.00000 4935.00 6 INCH PLASTIC SEWER PIPE | | | 1565 675007-022 578.000 LF | 35.70000 20634.60| 29.50000 17051.00| 40.00000 23120.00 8 INCH PLASTIC SEWER PIPE | | | 1570 675007-024 66.000 LF | 37.80000 2494.80| 32.00000 2112.00| 45.00000 2970.00 10 INCH PLASTIC SEWER PIPE | | | 1575 675007-032 224.000 LF | 46.20000 10348.80| 38.00000 8512.00| 75.00000 16800.00 18 INCH PLASTIC SEWER PIPE | | | 1580 675008-241 556.000 LF | 48.30000 26854.80| 60.00000 33360.00| 75.00000 41700.00 10 INCH DUCTILE IRON SEWER PIPE, TYPE I,| | | CLASS 52 | | | 1585 675008-242 576.000 LF | 126.00000 72576.00| 122.50000 70560.00| 130.00000 74880.00 10 INCH DUCTILE IRON SEWER PIPE, TYPE | | | II, CLASS 55 | | | 1590 675008-262 494.000 LF | 54.60000 26972.40| 57.00000 28158.00| 80.00000 39520.00 12 INCH DUCTILE IRON SEWER PIPE, TYPE | | | II, CLASS 52 | | | 1595 675008-382 928.000 LF | 84.00000 77952.00| 99.00000 91872.00| 90.00000 83520.00 24 INCH DUCTILE IRON SEWER PIPE, TYPE | | | II, CLASS 52 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 002 -39 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9925602 COUNTIES : WOOD LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 55-0345840 |(6) 25-1021993 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1600 675014-001 18.000 EA | 1890.00000 34020.00| 2487.00000 44766.00| 2500.00000 45000.00 MANHOLE COMPLETE, INCLUDING CASTING | | | 1605 675017-001 6.000 EA | 1260.00000 7560.00| 400.00000 2400.00| 750.00000 4500.00 ABANDONING MANHOLE | | | 1610 675021-500 499.000 LF | 199.50000 99550.50| 155.00000 77345.00| 200.00000 99800.00 36 INCH STEEL CASING PIPE, THICKNESS | | | 0.3125" | | | SECTION TOTALS | $ 955,178.70| $ 902,246.25| $ 893,885.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 COMPUTER SYSTEM | | | 1625 640004-001 LUMP| 5000.00000 5000.00| 7950.00000 7950.00| 6000.00000 6000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 5,000.00| $ 7,950.00| $ 6,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0012 ON JOB TRAINING | | | 1630 699000-001 2000.000 HR | 0.80000 1600.00| 0.80000 1600.00| 0.80000 1600.00 ON JOB TRAINING | | | SECTION TOTALS | $ 1,600.00| $ 1,600.00| $ 1,600.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 22,790,458.28| $ 24,414,781.32| $ 26,691,972.02 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 9911109 COUNTIES : MARION LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : PRICKETTS FORT ARCH BRIDGE PROJECT(S) : S325-0072/00-001.49 00 LOCATION: PRICKETT CR, 0.27 MI S CO 7 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 344,076.80 100.0000% 2 55-0731306 C.L. BELT CONSTRUCTION, INC. $ 357,115.76 103.7895% 3 55-0674033 SMH CONSTRUCTION CO., INC. $ 370,928.71 107.8040% 4 55-0640963 LAURITA EXCAVATING, INC. $ 387,128.10 112.5121% 5 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 388,597.00 112.9390% 6 55-0417282 TURMAN CONSTRUCTION CO. $ 396,735.75 115.3044% 7 55-0663428 MEADOWS STONE & PAVING, INC. $ 434,122.55 126.1702% 8 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 439,438.42 127.7152% 9 25-1488575 LONE PINE CONSTRUCTION, INC. $ 442,183.80 128.5131% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9911109 COUNTIES : MARION LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0710073 |(2) 55-0731306 |(3) 55-0674033 |TEAYS RIVER CONSTRUCTION COM|C.L. BELT 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 ROADWAY | | | 0005 201001-000 1.000 LS | 8000.00000 8000.00| 4000.00000 4000.00| 11350.00000 11350.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 10000.00000 10000.00| 20000.00000 20000.00| 32500.00000 32500.00 MOBILIZATION | | | 0015 207001-001 1795.000 CY | 10.00000 17950.00| 6.00000 10770.00| 13.70000 24591.50 UNCLASSIFIED EXCAVATION | | | 0020 207034-000 1751.000 SY | 1.00000 1751.00| 1.25000 2188.75| 0.93000 1628.43 FABRIC FOR SEPARATION | | | 0025 307001-000 414.000 CY | 40.00000 16560.00| 40.00000 16560.00| 34.10000 14117.40 AGGREGATE BASE COURSE, CLASS 1 | | | 0030 408002-001 13.000 GA | 0.01000 0.13| 9.03000 117.39| 0.01000 0.13 BITUMINOUS MATERIAL | | | 0035 409002-001 662.000 GA | 0.01000 6.62| 1.84000 1218.08| 0.01000 6.62 BITUMINOUS MATERIAL | | | 0040 604037-020 24.000 LF | 85.00000 2040.00| 50.00000 1200.00| 90.75000 2178.00 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | 0045 607001-001 187.500 LF | 20.00000 3750.00| 20.70000 3881.25| 30.30000 5681.25 TYPE 1 GUARDRAIL, CLASS I | | | 0050 636011-001 3060.000 UN | 0.01000 30.60| 1.33000 4069.80| 1.44000 4406.40 TRAFFIC CONTROL DEVICE | | | 0055 636012-010 1.000 EA | 0.01000 0.01| 250.00000 250.00| 75.00000 75.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0060 636013-001 4.000 EA | 0.01000 0.04| 11.00000 44.00| 1.00000 4.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0065 636014-001 80.000 HR | 40.00000 3200.00| 38.00000 3040.00| 43.50000 3480.00 FLAGGER | | | 0070 636025-001 300.000 DA | 0.01000 3.00| 0.58000 174.00| 0.61000 183.00 WARNING LIGHTS, TYPE A | | | 0075 636025-001 480.000 DA | 0.01000 4.80| 1.73000 830.40| 1.83000 878.40 WARNING LIGHTS, TYPE B | | | 0080 638002-001 11.000 EA | 50.00000 550.00| 50.00000 550.00| 50.00000 550.00 RIGHT OF WAY MARKER | | | 0085 639001-001 LUMP| 1000.00000 1000.00| 6000.00000 6000.00| 3300.00000 3300.00 CONSTRUCTION LAYOUT STAKE | | | 0090 640005-001 6.000 MO | 1000.00000 6000.00| 700.00000 4200.00| 1000.00000 6000.00 MINIMAL FIELD OFFICE | | | 0095 401001-002 AA1 238.000 TN | 60.00000 14280.00| 58.68000 13965.84| 58.30000 13875.40 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9911109 COUNTIES : MARION LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0710073 |(2) 55-0731306 |(3) 55-0674033 |TEAYS RIVER CONSTRUCTION COM|C.L. BELT CONSTRUCTION, INC.|SMH CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 401001-002 AA2 216.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0105 401002-001 BB1 90.000 TN | 100.00000 9000.00| 74.64000 6717.60| 100.60000 9054.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE I | | | 0110 401002-002 BB2 82.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE I | | | SECTION TOTALS | $ 94,126.20| $ 99,777.11| $ 133,859.53 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 WATERLINE | | | 0115 670004-201 90.000 LF | 42.00000 3780.00| 28.89000 2600.10| 44.40000 3996.00 6 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 52 | | | 0120 670007-020 410.000 LF | 22.00000 9020.00| 14.15000 5801.50| 28.65000 11746.50 6 INCH PLASTIC PIPE, CLASS 200 | | | 0125 670009-200 1.000 EA | 230.00000 230.00| 500.00000 500.00| 1547.00000 1547.00 6 INCH GATE VALVE AND VALVE BOX | | | 0130 670010-260 65.000 LF | 25.00000 1625.00| 100.00000 6500.00| 71.10000 4621.50 12 INCH STEEL CASING PIPE, THICKNESS | | | 0.25" | | | SECTION TOTALS | $ 14,655.00| $ 15,401.60| $ 21,911.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 BRIDGE | | | 0135 203001-000 LUMP| 2500.00000 2500.00| 7500.00000 7500.00| 7250.00000 7250.00 DISMANTLING STRUCTURE | | | 0140 212001-000 531.000 CY | 40.00000 21240.00| 30.00000 15930.00| 27.15000 14416.65 STRUCTURE EXCAVATION | | | 0145 212005-000 38.000 CY | 80.00000 3040.00| 65.00000 2470.00| 95.10000 3613.80 SELECT MATERIAL FOR BACKFILLING | | | 0150 218006-000 198.000 CY | 35.00000 6930.00| 40.00000 7920.00| 29.15000 5771.70 FOUNDATION PROTECTION | | | 0155 601002-001 239.000 CY | 375.00000 89625.00| 415.00000 99185.00| 311.00000 74329.00 CLASS B CONCRETE | | | 0160 602002-001 26357.000 LB | 0.80000 21085.60| 0.65000 17132.05| 0.79000 20822.03 EPOXY COATED REINFORCING STEEL BAR | | | 0165 603016-024 715.000 LF | 125.00000 89375.00| 120.00000 85800.00| 117.00000 83655.00 33X36 INCH PRESTRESSED CONCRETE BOX BEAM| | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9911109 COUNTIES : MARION LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0710073 |(2) 55-0731306 |(3) 55-0674033 |TEAYS RIVER CONSTRUCTION COM|C.L. BELT CONSTRUCTION, INC.|SMH CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 639001-001 LUMP| 1000.00000 1000.00| 3000.00000 3000.00| 2300.00000 2300.00 CONSTRUCTION LAYOUT STAKE | | | 0175 642014-001 LUMP| 500.00000 500.00| 3000.00000 3000.00| 3000.00000 3000.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECT | | | SECTION TOTALS | $ 235,295.60| $ 241,937.05| $ 215,158.18 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 344,076.80| $ 357,115.76| $ 370,928.71 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 003 -5 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9911109 COUNTIES : MARION LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0640963 |(5) 62-1345425 |(6) 55-0417282 |LAURITA EXCAVATING, INC. |BILCO CONSTRUCTION COMPANY, |TURMAN CONSTRUCTION CO. 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 | 5000.00000 5000.00| 28000.00000 28000.00| 15000.00000 15000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 28300.00000 28300.00| 10000.00000 10000.00| 12500.00000 12500.00 MOBILIZATION | | | 0015 207001-001 1795.000 CY | 10.00000 17950.00| 10.00000 17950.00| 8.00000 14360.00 UNCLASSIFIED EXCAVATION | | | 0020 207034-000 1751.000 SY | 1.00000 1751.00| 1.50000 2626.50| 1.50000 2626.50 FABRIC FOR SEPARATION | | | 0025 307001-000 414.000 CY | 30.00000 12420.00| 40.00000 16560.00| 40.00000 16560.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0030 408002-001 13.000 GA | 0.02000 0.26| 1.00000 13.00| 0.01000 0.13 BITUMINOUS MATERIAL | | | 0035 409002-001 662.000 GA | 0.02000 13.24| 1.00000 662.00| 0.01000 6.62 BITUMINOUS MATERIAL | | | 0040 604037-020 24.000 LF | 60.00000 1440.00| 80.00000 1920.00| 80.00000 1920.00 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | 0045 607001-001 187.500 LF | 19.00000 3562.50| 22.00000 4125.00| 18.00000 3375.00 TYPE 1 GUARDRAIL, CLASS I | | | 0050 636011-001 3060.000 UN | 1.00000 3060.00| 0.75000 2295.00| 0.82000 2509.20 TRAFFIC CONTROL DEVICE | | | 0055 636012-010 1.000 EA | 300.00000 300.00| 0.50000 0.50| 250.00000 250.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0060 636013-001 4.000 EA | 1.00000 4.00| 0.25000 1.00| 10.00000 40.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0065 636014-001 80.000 HR | 40.00000 3200.00| 48.00000 3840.00| 35.00000 2800.00 FLAGGER | | | 0070 636025-001 300.000 DA | 0.50000 150.00| 0.50000 150.00| 2.15000 645.00 WARNING LIGHTS, TYPE A | | | 0075 636025-001 480.000 DA | 1.50000 720.00| 3.00000 1440.00| 1.45000 696.00 WARNING LIGHTS, TYPE B | | | 0080 638002-001 11.000 EA | 75.00000 825.00| 100.00000 1100.00| 95.00000 1045.00 RIGHT OF WAY MARKER | | | 0085 639001-001 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| 3000.00000 3000.00 CONSTRUCTION LAYOUT STAKE | | | 0090 640005-001 6.000 MO | 1000.00000 6000.00| 400.00000 2400.00| 700.00000 4200.00 MINIMAL FIELD OFFICE | | | 0095 401001-002 AA1 238.000 TN | 54.00000 12852.00| 55.00000 13090.00| 51.25000 12197.50 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 003 -6 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9911109 COUNTIES : MARION LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0640963 |(5) 62-1345425 |(6) 55-0417282 |LAURITA EXCAVATING, INC. |BILCO CONSTRUCTION COMPANY, |TURMAN CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 401001-002 AA2 216.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0105 401002-001 BB1 90.000 TN | 95.00000 8550.00| 94.00000 8460.00| 88.42000 7957.80 MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE I | | | 0110 401002-002 BB2 82.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE I | | | SECTION TOTALS | $ 111,098.00| $ 124,633.00| $ 101,688.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 WATERLINE | | | 0115 670004-201 90.000 LF | 32.25000 2902.50| 10.00000 900.00| 40.00000 3600.00 6 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 52 | | | 0120 670007-020 410.000 LF | 29.50000 12095.00| 8.00000 3280.00| 40.00000 16400.00 6 INCH PLASTIC PIPE, CLASS 200 | | | 0125 670009-200 1.000 EA | 300.00000 300.00| 300.00000 300.00| 1550.00000 1550.00 6 INCH GATE VALVE AND VALVE BOX | | | 0130 670010-260 65.000 LF | 40.00000 2600.00| 12.00000 780.00| 50.00000 3250.00 12 INCH STEEL CASING PIPE, THICKNESS | | | 0.25" | | | SECTION TOTALS | $ 17,897.50| $ 5,260.00| $ 24,800.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 BRIDGE | | | 0135 203001-000 LUMP| 12500.00000 12500.00| 9500.00000 9500.00| 12000.00000 12000.00 DISMANTLING STRUCTURE | | | 0140 212001-000 531.000 CY | 25.00000 13275.00| 40.00000 21240.00| 40.00000 21240.00 STRUCTURE EXCAVATION | | | 0145 212005-000 38.000 CY | 75.00000 2850.00| 90.00000 3420.00| 75.00000 2850.00 SELECT MATERIAL FOR BACKFILLING | | | 0150 218006-000 198.000 CY | 39.00000 7722.00| 42.00000 8316.00| 50.00000 9900.00 FOUNDATION PROTECTION | | | 0155 601002-001 239.000 CY | 400.00000 95600.00| 440.00000 105160.00| 450.00000 107550.00 CLASS B CONCRETE | | | 0160 602002-001 26357.000 LB | 0.80000 21085.60| 0.75000 19767.75| 1.00000 26357.00 EPOXY COATED REINFORCING STEEL BAR | | | 0165 603016-024 715.000 LF | 140.00000 100100.00| 120.00000 85800.00| 120.00000 85800.00 33X36 INCH PRESTRESSED CONCRETE BOX BEAM| | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 003 -7 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9911109 COUNTIES : MARION LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0640963 |(5) 62-1345425 |(6) 55-0417282 |LAURITA EXCAVATING, INC. |BILCO CONSTRUCTION COMPANY, |TURMAN CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 639001-001 LUMP| 2500.00000 2500.00| 5000.25000 5000.25| 3000.00000 3000.00 CONSTRUCTION LAYOUT STAKE | | | 0175 642014-001 LUMP| 2500.00000 2500.00| 500.00000 500.00| 1550.00000 1550.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECT | | | SECTION TOTALS | $ 258,132.60| $ 258,704.00| $ 270,247.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 387,128.10| $ 388,597.00| $ 396,735.75 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 003 -8 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9911109 COUNTIES : MARION LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 55-0663428 |(8) 55-0487806 |(9) 25-1488575 |MEADOWS STONE & PAVING, INC.|ORDERS CONSTRUCTION COMPANY,|LONE PINE CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 30000.00000 30000.00| 19500.00000 19500.00| 7500.00000 7500.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 10000.00000 10000.00| 12200.00000 12200.00| 18400.00000 18400.00 MOBILIZATION | | | 0015 207001-001 1795.000 CY | 9.50000 17052.50| 13.00000 23335.00| 13.75000 24681.25 UNCLASSIFIED EXCAVATION | | | 0020 207034-000 1751.000 SY | 1.25000 2188.75| 1.10000 1926.10| 2.50000 4377.50 FABRIC FOR SEPARATION | | | 0025 307001-000 414.000 CY | 39.50000 16353.00| 42.00000 17388.00| 56.00000 23184.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0030 408002-001 13.000 GA | 1.00000 13.00| 0.01000 0.13| 6.50000 84.50 BITUMINOUS MATERIAL | | | 0035 409002-001 662.000 GA | 1.00000 662.00| 0.01000 6.62| 2.15000 1423.30 BITUMINOUS MATERIAL | | | 0040 604037-020 24.000 LF | 97.00000 2328.00| 96.00000 2304.00| 55.00000 1320.00 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | 0045 607001-001 187.500 LF | 20.00000 3750.00| 20.00000 3750.00| 20.50000 3843.75 TYPE 1 GUARDRAIL, CLASS I | | | 0050 636011-001 3060.000 UN | 0.75000 2295.00| 0.98000 2998.80| 1.00000 3060.00 TRAFFIC CONTROL DEVICE | | | 0055 636012-010 1.000 EA | 100.00000 100.00| 330.00000 330.00| 287.50000 287.50 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0060 636013-001 4.000 EA | 50.00000 200.00| 3.90000 15.60| 12.00000 48.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0065 636014-001 80.000 HR | 40.00000 3200.00| 46.00000 3680.00| 41.15000 3292.00 FLAGGER | | | 0070 636025-001 300.000 DA | 0.50000 150.00| 0.50000 150.00| 2.50000 750.00 WARNING LIGHTS, TYPE A | | | 0075 636025-001 480.000 DA | 2.00000 960.00| 1.50000 720.00| 1.70000 816.00 WARNING LIGHTS, TYPE B | | | 0080 638002-001 11.000 EA | 50.00000 550.00| 49.00000 539.00| 100.00000 1100.00 RIGHT OF WAY MARKER | | | 0085 639001-001 LUMP| 2500.00000 2500.00| 4100.00000 4100.00| 3000.00000 3000.00 CONSTRUCTION LAYOUT STAKE | | | 0090 640005-001 6.000 MO | 750.00000 4500.00| 1200.00000 7200.00| 800.00000 4800.00 MINIMAL FIELD OFFICE | | | 0095 401001-002 AA1 238.000 TN | 55.00000 13090.00| 57.00000 13566.00| 70.00000 16660.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 003 -9 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9911109 COUNTIES : MARION LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 55-0663428 |(8) 55-0487806 |(9) 25-1488575 |MEADOWS STONE & PAVING, INC.|ORDERS CONSTRUCTION COMPANY,|LONE PINE CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 401001-002 AA2 216.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0105 401002-001 BB1 90.000 TN | 65.00000 5850.00| 98.00000 8820.00| 82.00000 7380.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE I | | | 0110 401002-002 BB2 82.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE I | | | SECTION TOTALS | $ 115,742.25| $ 122,529.25| $ 126,007.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 WATERLINE | | | 0115 670004-201 90.000 LF | 40.00000 3600.00| 27.00000 2430.00| 30.50000 2745.00 6 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 52 | | | 0120 670007-020 410.000 LF | 35.00000 14350.00| 18.00000 7380.00| 25.00000 10250.00 6 INCH PLASTIC PIPE, CLASS 200 | | | 0125 670009-200 1.000 EA | 900.00000 900.00| 1200.00000 1200.00| 340.00000 340.00 6 INCH GATE VALVE AND VALVE BOX | | | 0130 670010-260 65.000 LF | 45.00000 2925.00| 180.00000 11700.00| 40.00000 2600.00 12 INCH STEEL CASING PIPE, THICKNESS | | | 0.25" | | | SECTION TOTALS | $ 21,775.00| $ 22,710.00| $ 15,935.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 BRIDGE | | | 0135 203001-000 LUMP| 20500.00000 20500.00| 6800.00000 6800.00| 29000.00000 29000.00 DISMANTLING STRUCTURE | | | 0140 212001-000 531.000 CY | 36.00000 19116.00| 74.00000 39294.00| 59.00000 31329.00 STRUCTURE EXCAVATION | | | 0145 212005-000 38.000 CY | 110.00000 4180.00| 76.00000 2888.00| 30.00000 1140.00 SELECT MATERIAL FOR BACKFILLING | | | 0150 218006-000 198.000 CY | 41.00000 8118.00| 46.00000 9108.00| 70.00000 13860.00 FOUNDATION PROTECTION | | | 0155 601002-001 239.000 CY | 495.00000 118305.00| 440.00000 105160.00| 330.00000 78870.00 CLASS B CONCRETE | | | 0160 602002-001 26357.000 LB | 0.90000 23721.30| 0.81000 21349.17| 1.00000 26357.00 EPOXY COATED REINFORCING STEEL BAR | | | 0165 603016-024 715.000 LF | 131.00000 93665.00| 140.00000 100100.00| 159.00000 113685.00 33X36 INCH PRESTRESSED CONCRETE BOX BEAM| | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 003 -10 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9911109 COUNTIES : MARION LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 55-0663428 |(8) 55-0487806 |(9) 25-1488575 |MEADOWS STONE & PAVING, INC.|ORDERS CONSTRUCTION COMPANY,|LONE PINE CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 639001-001 LUMP| 4000.00000 4000.00| 4100.00000 4100.00| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKE | | | 0175 642014-001 LUMP| 5000.00000 5000.00| 5400.00000 5400.00| 4000.00000 4000.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECT | | | SECTION TOTALS | $ 296,605.30| $ 294,199.17| $ 300,241.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 434,122.55| $ 439,438.42| $ 442,183.80 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 9613609 COUNTIES : RITCHIE LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : N FK HUGHES RVR (VICTORY RG) PROJECT(S) : U343-0SCS/00-004.00 00 LOCATION: MP 0.39 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-1527447 MOUNTAINEER GRADING COMPANY $ 1,296,000.00 100.0000% 2 55-0575884 GROUND BREAKERS, INC. $ 1,377,549.80 106.2924% 3 55-0710237 CENTRAL CONTRACTING, INC. $ 1,458,452.24 112.5348% 4 55-0328627 J. F. ALLEN COMPANY $ 1,880,189.29 145.0763% 5 55-0771868 JA GOLDIZEN, INC. $ 2,124,378.80 163.9181% 6 31-4444098 ALAN STONE CO., INC. $ 2,512,469.68 193.8634% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9613609 COUNTIES : RITCHIE LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 31-1527447 |(2) 55-0575884 |(3) 55-0710237 |MOUNTAINEER GRADING COMPANY |GROUND BREAKERS, INC. |CENTRAL 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 | 111441.75000 111441.75| 60000.00000 60000.00| 121198.37000 121198.37 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 21667.65000 21667.65| 60000.00000 60000.00| 14129.99000 14129.99 MOBILIZATION | | | 0015 207001-001 162870.000 CY | 3.90000 635193.00| 4.00000 651480.00| 4.48000 729657.60 UNCLASSIFIED EXCAVATION | | | 0020 207034-000 19540.000 SY | 0.84000 16413.60| 0.95000 18563.00| 1.05000 20517.00 FABRIC FOR SEPARATION | | | 0025 211001-000 11000.000 CY | 1.50000 16500.00| 0.01000 110.00| 0.50000 5500.00 UNCLASSIFIED BORROW EXCAVATION MAINTAIN | | | EXIST. ROAD | | | 0030 211002-000 4713.000 CY | 5.00000 23565.00| 0.10000 471.30| 1.00000 4713.00 ROCK BORROW EXCAVATION | | | 0035 307005-001 7588.000 TN | 21.00000 159348.00| 20.00000 151760.00| 17.38000 131879.44 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS III | | | 0040 601002-001 59.000 CY | 400.00000 23600.00| 1400.00000 82600.00| 638.00000 37642.00 CLASS B CONCRETE | | | 0045 604002-012 36.000 LF | 35.00000 1260.00| 40.00000 1440.00| 66.34000 2388.24 15 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, | | | 0050 604002-016 60.000 LF | 33.99000 2039.40| 55.00000 3300.00| 44.49000 2669.40 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, | | | 0055 604002-020 441.000 LF | 31.00000 13671.00| 55.00000 24255.00| 41.18000 18160.38 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, | | | 0060 604002-022 273.000 LF | 36.00000 9828.00| 57.00000 15561.00| 52.84000 14425.32 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, | | | 0065 604002-036 235.000 LF | 249.50000 58632.50| 400.00000 94000.00| 300.34000 70579.90 72 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, C3 | | | 0070 605009-001 8.000 EA | 1290.00000 10320.00| 1500.00000 12000.00| 1536.02000 12288.16 TYPE G INLET | | | 0075 607001-001 7800.000 LF | 5.96000 46488.00| 6.25000 48750.00| 6.55000 51090.00 TYPE 1 GUARDRAIL, CLASS III | | | 0080 633003-001 64.000 CY | 5.72000 366.08| 40.00000 2560.00| 11.93000 763.52 DUMPED ROCK GUTTER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9613609 COUNTIES : RITCHIE LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 31-1527447 |(2) 55-0575884 |(3) 55-0710237 |MOUNTAINEER GRADING COMPANY |GROUND BREAKERS, INC. |CENTRAL CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0085 636002-001 667.000 TN | 12.50000 8337.50| 17.00000 11339.00| 17.57000 11719.19 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0090 636011-001 3380.000 UN | 0.95000 3211.00| 1.00000 3380.00| 1.04000 3515.20 TRAFFIC CONTROL DEVICE | | | 0095 636014-001 300.000 HR | 20.00000 6000.00| 30.00000 9000.00| 44.72000 13416.00 FLAGGER | | | 0100 636025-001 720.000 DA | 1.58000 1137.60| 3.00000 2160.00| 1.74000 1252.80 WARNING LIGHTS, TYPE B | | | 0105 637001-001 326.000 MG | 2.00000 652.00| 10.00000 3260.00| 31.02000 10112.52 WATER FOR DUST PALLIATIVE | | | 0110 638002-001 88.000 EA | 20.00000 1760.00| 100.00000 8800.00| 84.31000 7419.28 RIGHT OF WAY MARKER | | | 0115 639001-001 LUMP| 33000.00000 33000.00| 30000.00000 30000.00| 40600.00000 40600.00 CONSTRUCTION LAYOUT STAKE | | | 0120 642001-001 4350.000 LF | 1.00000 4350.00| 0.10000 435.00| 1.59000 6916.50 TEMPORARY BERM | | | 0125 642002-001 109.000 LF | 8.50000 926.50| 15.00000 1635.00| 9.45000 1030.05 SLOPE DRAIN | | | 0130 642008-001 635.000 LF | 15.00000 9525.00| 10.00000 6350.00| 23.89000 15170.15 TEMPORARY PIPE | | | 0135 642012-001 11300.000 LF | 2.00000 22600.00| 2.00000 22600.00| 1.37000 15481.00 SILT FENCE | | | 0140 642031-001 118.000 EA | 30.00000 3540.00| 65.00000 7670.00| 119.32000 14079.76 DITCH CHECK | | | 0145 642033-001 8705.000 CY | 2.00000 17410.00| 1.50000 13057.50| 4.70000 40913.50 SEDIMENT TRAP | | | 0150 642034-001 361.000 CY | 3.00000 1083.00| 2.00000 722.00| 10.80000 3898.80 SEDIMENT DAM | | | 0155 652001-001 14.510 TN | 63.30000 918.48| 100.00000 1451.00| 69.60000 1009.90 AGRICULTURAL LIMESTONE | | | 0160 652002-001 12.700 TN | 232.08000 2947.42| 260.00000 3302.00| 255.20000 3241.04 FERTILIZER, 10-20-10 | | | 0165 652002-002 2.190 TN | 1898.87000 4158.53| 1500.00000 3285.00| 2088.00000 4572.72 FERTILIZER, UREA FORMALDEHYDE | | | 0170 652003-005 1762.000 LB | 5.17000 9109.54| 5.00000 8810.00| 5.68000 10008.16 SEED MIXTURE, L | | | 0175 652004-001 29.020 TN | 295.38000 8571.93| 250.00000 7255.00| 324.80000 9425.70 STRAW OR HAY MULCH | | | 0180 652004-002 19.040 TN | 337.58000 6427.52| 325.00000 6188.00| 371.20000 7067.65 WOOD CELLULOSE FIBER MULCH | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 004 -4 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9613609 COUNTIES : RITCHIE LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 31-1527447 |(2) 55-0575884 |(3) 55-0710237 |MOUNTAINEER GRADING COMPANY |GROUND BREAKERS, INC. |CENTRAL CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 1,296,000.00| $ 1,377,549.80| $ 1,458,452.24 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,296,000.00| $ 1,377,549.80| $ 1,458,452.24 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 004 -5 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9613609 COUNTIES : RITCHIE LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 55-0771868 |(6) 31-4444098 |J. F. ALLEN COMPANY |JA GOLDIZEN, INC. |ALAN STONE CO., 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 | 110528.00000 110528.00| 150000.00000 150000.00| 150000.00000 150000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 56406.00000 56406.00| 40000.00000 40000.00| 138000.00000 138000.00 MOBILIZATION | | | 0015 207001-001 162870.000 CY | 6.80000 1107516.00| 6.50000 1058655.00| 8.69000 1415340.30 UNCLASSIFIED EXCAVATION | | | 0020 207034-000 19540.000 SY | 1.25000 24425.00| 1.25000 24425.00| 1.88000 36735.20 FABRIC FOR SEPARATION | | | 0025 211001-000 11000.000 CY | 0.01000 110.00| 3.00000 33000.00| 7.50000 82500.00 UNCLASSIFIED BORROW EXCAVATION MAINTAIN | | | EXIST. ROAD | | | 0030 211002-000 4713.000 CY | 0.01000 47.13| 10.00000 47130.00| 12.00000 56556.00 ROCK BORROW EXCAVATION | | | 0035 307005-001 7588.000 TN | 18.70000 141895.60| 27.00000 204876.00| 25.67000 194783.96 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS III | | | 0040 601002-001 59.000 CY | 1250.00000 73750.00| 1300.00000 76700.00| 1100.00000 64900.00 CLASS B CONCRETE | | | 0045 604002-012 36.000 LF | 45.90000 1652.40| 75.00000 2700.00| 47.00000 1692.00 15 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, | | | 0050 604002-016 60.000 LF | 54.15000 3249.00| 80.00000 4800.00| 48.00000 2880.00 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, | | | 0055 604002-020 441.000 LF | 63.45000 27981.45| 95.00000 41895.00| 55.00000 24255.00 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, | | | 0060 604002-022 273.000 LF | 68.25000 18632.25| 105.00000 28665.00| 58.00000 15834.00 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, | | | 0065 604002-036 235.000 LF | 266.75000 62686.25| 220.00000 51700.00| 149.00000 35015.00 72 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, C3 | | | 0070 605009-001 8.000 EA | 2000.00000 16000.00| 2200.00000 17600.00| 2000.00000 16000.00 TYPE G INLET | | | 0075 607001-001 7800.000 LF | 5.95000 46410.00| 8.00000 62400.00| 12.00000 93600.00 TYPE 1 GUARDRAIL, CLASS III | | | 0080 633003-001 64.000 CY | 100.00000 6400.00| 80.00000 5120.00| 50.00000 3200.00 DUMPED ROCK GUTTER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 004 -6 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9613609 COUNTIES : RITCHIE LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 55-0771868 |(6) 31-4444098 |J. F. ALLEN COMPANY |JA GOLDIZEN, INC. |ALAN STONE CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0085 636002-001 667.000 TN | 18.70000 12472.90| 27.00000 18009.00| 25.00000 16675.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0090 636011-001 3380.000 UN | 1.00000 3380.00| 2.00000 6760.00| 1.33000 4495.40 TRAFFIC CONTROL DEVICE | | | 0095 636014-001 300.000 HR | 40.00000 12000.00| 40.00000 12000.00| 37.00000 11100.00 FLAGGER | | | 0100 636025-001 720.000 DA | 1.65000 1188.00| 2.00000 1440.00| 2.00000 1440.00 WARNING LIGHTS, TYPE B | | | 0105 637001-001 326.000 MG | 25.00000 8150.00| 40.00000 13040.00| 1.00000 326.00 WATER FOR DUST PALLIATIVE | | | 0110 638002-001 88.000 EA | 100.00000 8800.00| 130.00000 11440.00| 129.00000 11352.00 RIGHT OF WAY MARKER | | | 0115 639001-001 LUMP| 49535.00000 49535.00| 30000.00000 30000.00| 25000.00000 25000.00 CONSTRUCTION LAYOUT STAKE | | | 0120 642001-001 4350.000 LF | 0.01000 43.50| 2.00000 8700.00| 1.90000 8265.00 TEMPORARY BERM | | | 0125 642002-001 109.000 LF | 20.00000 2180.00| 30.00000 3270.00| 1.50000 163.50 SLOPE DRAIN | | | 0130 642008-001 635.000 LF | 10.00000 6350.00| 80.00000 50800.00| 39.00000 24765.00 TEMPORARY PIPE | | | 0135 642012-001 11300.000 LF | 2.75000 31075.00| 1.00000 11300.00| 1.12000 12656.00 SILT FENCE | | | 0140 642031-001 118.000 EA | 100.00000 11800.00| 60.00000 7080.00| 15.00000 1770.00 DITCH CHECK | | | 0145 642033-001 8705.000 CY | 0.01000 87.05| 7.00000 60935.00| 2.00000 17410.00 SEDIMENT TRAP | | | 0150 642034-001 361.000 CY | 10.00000 3610.00| 7.00000 2527.00| 2.00000 722.00 SEDIMENT DAM | | | 0155 652001-001 14.510 TN | 10.50000 152.36| 80.00000 1160.80| 66.00000 957.66 AGRICULTURAL LIMESTONE | | | 0160 652002-001 12.700 TN | 262.50000 3333.75| 250.00000 3175.00| 500.00000 6350.00 FERTILIZER, 10-20-10 | | | 0165 652002-002 2.190 TN | 1575.00000 3449.25| 1900.00000 4161.00| 1270.00000 2781.30 FERTILIZER, UREA FORMALDEHYDE | | | 0170 652003-005 1762.000 LB | 8.40000 14800.80| 5.50000 9691.00| 4.80000 8457.60 SEED MIXTURE, L | | | 0175 652004-001 29.020 TN | 210.00000 6094.20| 400.00000 11608.00| 388.00000 11259.76 STRAW OR HAY MULCH | | | 0180 652004-002 19.040 TN | 210.00000 3998.40| 400.00000 7616.00| 800.00000 15232.00 WOOD CELLULOSE FIBER MULCH | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/07/01 PAGE : 004 -7 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9613609 COUNTIES : RITCHIE LETTING DATE : 11/27/01 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 55-0771868 |(6) 31-4444098 |J. F. ALLEN COMPANY |JA GOLDIZEN, INC. |ALAN STONE CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 1,880,189.29| $ 2,124,378.80| $ 2,512,469.68 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,880,189.29| $ 2,124,378.80| $ 2,512,469.68 ====================================================================================================================================