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 :