1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/27/98 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 9715009 COUNTIES : RANDOLPH LETTING DATE : 08/25/98 10:00 A.M. DISTRICT : 08 CONTRACT DESCRIPTION : AGGREGATES TO ELKINS - CORRIDOR H PROJECT(S) : X342-000H/00-031.00 02 0APD 0484 140 000 LOCATION: 0.80 MI. W. CO. 14 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0345840 VECELLIO & GROGAN, INC. $ 19,716,363.14 100.0000% 2 55-0328627 J. F. ALLEN COMPANY $ 20,308,798.11 103.0047% 3 61-0874665 ELMO GREER & SONS, INC. $ 20,508,447.36 104.0173% 4 25-1021993 TRUMBULL CORPORATION $ 20,808,777.84 105.5406% 5 55-0535003 KANAWHA STONE COMPANY, INC. $ 21,968,635.00 111.4233% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/27/98 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715009 COUNTIES : RANDOLPH LETTING DATE : 08/25/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0345840 |(2) 55-0328627 |(3) 61-0874665 |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY |ELMO GREER & SONS, 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 201-01 1.000 LS | 400000.00000 400000.00| 815120.00000 815120.00| 729000.00000 729000.00 CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 386000.00000 386000.00| 418000.00000 418000.00| 463000.00000 463000.00 MOBILIZATION | | | 0015 207-01 2362350.000 M3 | 3.78000 8929683.00| 4.25000 10039987.50| 4.19000 9898246.50 UNCLASSIFIED EXCAVATION | | | 0020 207-02 11347.000 M3 | 34.00000 385798.00| 26.50000 300695.50| 25.00000 283675.00 SUBGRADE | | | 0025 207-34 87087.000 M2 | 1.15000 100150.05| 1.16000 101020.92| 1.50000 130630.50 FABRIC FOR SEPARATION | | | 0027 211-02 7900.000 M3 | 31.00000 244900.00| 10.00000 79000.00| 46.00000 363400.00 ROCK BORROW EXCAVATION | | | 0030 240-010250 6.000 M | 235.00000 1410.00| 41.80000 250.80| 38.00000 228.00 CLEANING CULVERTS 250MM | | | 0035 240-010300 6.000 M | 235.00000 1410.00| 41.80000 250.80| 38.00000 228.00 CLEANING CULVERTS 300MM | | | 0040 240-010450 43.000 M | 130.00000 5590.00| 44.00000 1892.00| 40.00000 1720.00 CLEANING CULVERTS 450MM | | | 0045 240-010600 137.000 M | 94.00000 12878.00| 46.20000 6329.40| 42.00000 5754.00 CLEANING CULVERTS 600MM | | | 0050 240-010900 21.000 M | 180.00000 3780.00| 48.40000 1016.40| 44.00000 924.00 CLEANING CULVERTS 900MM | | | 0055 240-011200 76.000 M | 180.00000 13680.00| 55.00000 4180.00| 50.00000 3800.00 CLEANING CULVERTS 1200MM | | | 0060 240-011800 57.000 M | 235.00000 13395.00| 100.00000 5700.00| 90.00000 5130.00 CLEANING CULVERTS 1800MM | | | 0065 307-01 1880.000 M3 | 41.00000 77080.00| 32.50000 61100.00| 32.00000 60160.00 CLASS I AGGREGATE BASE COURSE | | | 0070 311-06 7321.000 M3 | 53.00000 388013.00| 43.50000 318463.50| 50.00000 366050.00 OPEN GRADED FREE DRAINING BASE | | | 0075 409-02 17490.000 L | 0.65000 11368.50| 0.30000 5247.00| 0.60000 10494.00 BITUMINOUS MATERIAL PRIME | | | 0080 501-05275 72794.000 M2 | 46.00000 3348524.00| 43.75000 3184737.50| 46.29000 3369634.26 NON-REIN PORTLAND CEMENT CONCRETE | | | PAVEMENT 275MM | | | 0085 601-02 86.000 M3 | 1900.00000 163400.00| 1300.00000 111800.00| 1500.00000 129000.00 CLASS B CONCRETE | | | 0095 604-090900 1.000 EA | 415.00000 415.00| 1000.00000 1000.00| 1250.00000 1250.00 END SECTION FOR CORRUGATED STEEL PIPE, | | | 900MM | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/27/98 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715009 COUNTIES : RANDOLPH LETTING DATE : 08/25/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0345840 |(2) 55-0328627 |(3) 61-0874665 |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY |ELMO GREER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 604-760750C7 66.000 M | 420.00000 27720.00| 472.15000 31161.90| 206.00000 13596.00 ALLUMINUM COATED CORRUGATED STEEL PIPE, | | | 750MM, C7 | | | 0105 604-3704503 129.000 M | 160.00000 20640.00| 175.35000 22620.15| 112.00000 14448.00 REINFORCED CONCRETE PIPE, 450MM, CLIII | | | 0110 604-3706003 808.000 M | 170.00000 137360.00| 182.30000 147298.40| 147.00000 118776.00 REINFORCED CONCRETE PIPE, 600MM, CLASS | | | III | | | 0115 604-3707503 545.000 M | 230.00000 125350.00| 238.50000 129982.50| 183.00000 99735.00 REINFORCED CONCRETE PIPE, 750MM, CLASS | | | III | | | 0120 604-3709003 481.000 M | 285.00000 137085.00| 290.55000 139754.55| 235.00000 113035.00 REINFORCED CONCRETE PIPE, 900MM, CL III | | | 0125 604-3710503 324.000 M | 400.00000 129600.00| 328.50000 106434.00| 424.00000 137376.00 REINFORCED CONCRETE PIPE, 1050MM, CLASS | | | III | | | 0130 604-3712003 380.000 M | 430.00000 163400.00| 390.40000 148352.00| 325.00000 123500.00 REINFORCED CONCRETE PIPE, 1200MM, CLASS | | | III | | | 0135 604-3713503 80.000 M | 540.00000 43200.00| 483.50000 38680.00| 426.00000 34080.00 REINFORCED CONCRETE PIPE 1350MM, CLASS | | | III | | | 0140 604-3715003 40.000 M | 650.00000 26000.00| 652.30000 26092.00| 510.00000 20400.00 REINFORCED CONCRETE PIPE, 1500MM, CLASS | | | III | | | 0145 604-3716503 40.000 M | 910.00000 36400.00| 801.35000 32054.00| 693.00000 27720.00 REINFORCED CONCRETE PIPE 1650MM, CL III | | | 0155 604-761050A2 87.000 M | 180.00000 15660.00| 550.00000 47850.00| 193.00000 16791.00 ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 1050MM, A2 | | | 0157 604-761350D5 173.000 M | 330.00000 57090.00| 359.65000 62219.45| 358.00000 61934.00 ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 1350MM, D5 | | | 0160 604-761500J6 241.000 M | 860.00000 207260.00| 947.05000 228239.05| 954.00000 229914.00 ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 1500MM, J6 | | | 0162 604-761800A5 10.000 M | 1600.00000 16000.00| 2124.90000 21249.00| 418.00000 4180.00 ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 1800MM, A5 | | | 0165 605-04 3.000 EA | 2700.00000 8100.00| 2625.00000 7875.00| 2000.00000 6000.00 TYPE B INLET | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/27/98 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715009 COUNTIES : RANDOLPH LETTING DATE : 08/25/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0345840 |(2) 55-0328627 |(3) 61-0874665 |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY |ELMO GREER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 605-09 50.000 EA | 3100.00000 155000.00| 3000.00000 150000.00| 2000.00000 100000.00 TYPE G INLET | | | 0175 605-091 8.000 EA | 16000.00000 128000.00| 12500.00000 100000.00| 8500.00000 68000.00 TYPE G INLET, MODIFIED | | | 0177 606-22 25.000 M3 | 30.00000 750.00| 100.00000 2500.00| 50.00000 1250.00 CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 0178 606-250150 75.000 M | 70.00000 5250.00| 50.00000 3750.00| 50.00000 3750.00 UNDERDRAIN PIPE 150MM | | | 0180 606-29 5830.000 M | 14.00000 81620.00| 19.00000 110770.00| 28.50000 166155.00 FREE DRAINING BASE (FDB) TRENCH | | | 0185 606-30 3481.000 M | 75.00000 261075.00| 10.00000 34810.00| 28.00000 97468.00 OUTLET PIPE | | | 0190 607-011 2715.000 M | 33.00000 89595.00| 30.20000 81993.00| 31.00000 84165.00 TYPE 1 GUARDRAIL, CLASS I | | | 0195 607-25A 3.000 EA | 370.00000 1110.00| 315.00000 945.00| 350.00000 1050.00 CUT SLOPE TERMINAL, TYPE A | | | 0200 607-25B 3.000 EA | 430.00000 1290.00| 420.00000 1260.00| 400.00000 1200.00 CUT SLOPE TERMINAL, TYPE B | | | 0205 607-30 7.000 EA | 460.00000 3220.00| 357.00000 2499.00| 425.00000 2975.00 SPECIAL TRAILING END TERMINAL | | | 0210 608-0211 5732.000 M | 29.00000 166228.00| 28.80000 165081.60| 27.40000 157056.80 RIGHT OF WAY FENCE FARM FIELD 1.19M | | | 0215 633-01 17651.000 M2 | 59.00000 1041409.00| 59.40000 1048469.40| 51.00000 900201.00 CONCRETE GUTTER | | | 0220 633-03 262.000 M3 | 50.00000 13100.00| 75.00000 19650.00| 40.00000 10480.00 DUMPED ROCK GUTTER | | | 0225 636-07 1480.000 M | 2.70000 3996.00| 2.65000 3922.00| 2.50000 3700.00 ERADICATION PAVEMENT MARKINGS | | | 0230 636-08 2800.000 M | 0.85000 2380.00| 0.85000 2380.00| 0.80000 2240.00 TEMP PVMT MARKING-PAINT | | | 0235 636-09 4880.000 M | 3.50000 17080.00| 3.41000 16640.80| 3.25000 15860.00 TEMP PVMT MARKING-TAPE | | | 0240 636-11 34190.000 UN | 1.20000 41028.00| 1.16000 39660.40| 1.10000 37609.00 TRAFFIC CONTROL DEVICE | | | 0245 636-12 2.000 EA | 370.00000 740.00| 367.50000 735.00| 350.00000 700.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 0250 636-13 350.000 EA | 2.20000 770.00| 2.10000 735.00| 2.00000 700.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/27/98 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715009 COUNTIES : RANDOLPH LETTING DATE : 08/25/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0345840 |(2) 55-0328627 |(3) 61-0874665 |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY |ELMO GREER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0255 636-14 1200.000 HR | 42.00000 50400.00| 50.00000 60000.00| 38.00000 45600.00 FLAGGER | | | 0260 636-17 160.000 M | 94.00000 15040.00| 50.00000 8000.00| 80.00000 12800.00 TEMPORARY CONCRETE BARRIERS | | | 0265 636-18 100.000 M | 37.00000 3700.00| 25.00000 2500.00| 21.35000 2135.00 REMOVING AND RESETTING TEMPORARY | | | CONCRETE BARRIERS | | | 0270 636-21 460.000 DA | 22.00000 10120.00| 15.75000 7245.00| 15.00000 6900.00 ELECTRIC ARROW | | | 0275 636-22 900.000 DA | 57.00000 51300.00| 47.25000 42525.00| 45.00000 40500.00 CHANGEABLE MESSAGE SIGN | | | 0280 636-25A 4710.000 DA | 0.50000 2355.00| 0.55000 2590.50| 0.50000 2355.00 WARNING LIGHTS TYPE A | | | 0285 636-25B 2200.000 DA | 1.90000 4180.00| 1.85000 4070.00| 1.75000 3850.00 WARNING LIGHTS TYPE B | | | 0287 636-25C 4000.000 DA | 0.50000 2000.00| 0.50000 2000.00| 0.47000 1880.00 WARNING LIGHTS TYPE C | | | 0290 637-01 1000.000 M3 | 28.00000 28000.00| 40.00000 40000.00| 10.00000 10000.00 WATER FOR DUST PALLIATIVE | | | 0295 638-02 21.000 EA | 160.00000 3360.00| 100.00000 2100.00| 100.00000 2100.00 RIGHT OF WAY MARKERS | | | 0300 638-03 8.000 EA | 320.00000 2560.00| 250.00000 2000.00| 200.00000 1600.00 SURVEY MARKERS | | | 0305 639-01 LUMP| 250000.00000 250000.00| 225000.00000 225000.00| 250000.00000 250000.00 CONSTRUCTION LAYOUT STAKES | | | 0310 640-01 LUMP| 30000.00000 30000.00| 45000.00000 45000.00| 50000.00000 50000.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0315 640-03 LUMP| 4700.00000 4700.00| 10000.00000 10000.00| 17000.00000 17000.00 BUILDING EQUIPMENT | | | 0320 642-01 1722.000 M | 0.50000 861.00| 0.01000 17.22| 2.00000 3444.00 TEMPORARY BERMS | | | 0325 642-02 93.000 M | 90.00000 8370.00| 100.00000 9300.00| 50.00000 4650.00 SLOPE DRAINS | | | 0330 642-031 299.000 EA | 140.00000 41860.00| 150.00000 44850.00| 150.00000 44850.00 DITCH CHECKS | | | 0335 642-032 3.000 EA | 1700.00000 5100.00| 1000.00000 3000.00| 300.00000 900.00 CHECK DAMS | | | 0340 642-033 2907.000 M3 | 5.00000 14535.00| 10.00000 29070.00| 6.00000 17442.00 SEDIMENT TRAP | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/27/98 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715009 COUNTIES : RANDOLPH LETTING DATE : 08/25/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0345840 |(2) 55-0328627 |(3) 61-0874665 |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY |ELMO GREER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0345 642-034 13575.000 M3 | 3.75000 50906.25| 10.00000 135750.00| 4.00000 54300.00 SEDIMENT DAM | | | 0350 642-036 18660.000 M3 | 3.80000 70908.00| 0.01000 186.60| 5.00000 93300.00 SEDIMENT REMOVAL | | | 0355 642-041 1679.000 KG | 0.01000 16.79| 5.00000 8395.00| 1.00000 1679.00 TEMPORARY SEED | | | 0360 642-044 3285.000 KG | 1.30000 4270.50| 1.30000 4270.50| 1.20000 3942.00 SEED MIXTURE L | | | 0370 642-051 86.000 MGR | 530.00000 45580.00| 529.20000 45511.20| 490.00000 42140.00 STRAW OR HAY MULCH | | | 0375 642-052 3.000 MGR | 1100.00000 3300.00| 1080.00000 3240.00| 1000.00000 3000.00 WOOD CELLULOSE FIBER MULCH | | | 0380 642-06 22.000 MGR | 430.00000 9460.00| 432.00000 9504.00| 400.00000 8800.00 FERTILIZER | | | 0385 642-07 373.000 M2 | 1.60000 596.80| 1.65000 615.45| 1.50000 559.50 FIBER MATTING | | | 0390 642-08 619.000 M | 140.00000 86660.00| 0.01000 6.19| 50.00000 30950.00 TEMPORARY PIPE | | | 0395 642-09 2690.000 M | 0.60000 1614.00| 0.01000 26.90| 1.00000 2690.00 CONTOUR DITCH | | | 0400 642-10 81.000 MGR | 27.00000 2187.00| 27.00000 2187.00| 25.00000 2025.00 AGRICULTURAL LIMESTONE | | | 0405 642-11 2919.000 EA | 12.00000 35028.00| 5.00000 14595.00| 6.00000 17514.00 HAY OR STRAW BALES | | | 0410 642-12 2669.000 M | 9.50000 25355.50| 10.00000 26690.00| 8.00000 21352.00 SILT FENCE | | | 0415 652-01 81.000 MGR | 26.00000 2106.00| 27.00000 2187.00| 25.00000 2025.00 AGRICULTURAL LIMESTONE | | | 0420 652-021 11.000 MGR | 1450.00000 15950.00| 1485.00000 16335.00| 1375.00000 15125.00 FERTILIZER 10-20-10 | | | 0425 652-022 8.000 MGR | 1100.00000 8800.00| 1080.00000 8640.00| 1000.00000 8000.00 UREA FORMALDEHYDE FERTILIZER | | | 0430 652-035 3285.000 KG | 0.80000 2628.00| 1.00000 3285.00| 0.75000 2463.75 SEED MIXTURE L | | | 0440 652-041 86.000 MGR | 310.00000 26660.00| 313.20000 26935.20| 290.00000 24940.00 STRAW OR HAY MULCH | | | 0445 652-042 3.000 MGR | 1100.00000 3300.00| 1080.00000 3240.00| 1000.00000 3000.00 WOOD CELLULOSE FIBER MULCH | | | 0450 664-014 2.000 EA | 9700.00000 19400.00| 6825.00000 13650.00| 9000.00000 18000.00 IMPACT ATTENUATING DEVICE TYPE IV | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/27/98 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715009 COUNTIES : RANDOLPH LETTING DATE : 08/25/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0345840 |(2) 55-0328627 |(3) 61-0874665 |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY |ELMO GREER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0455 664-014A 2.000 EA | 1100.00000 2200.00| 1575.00000 3150.00| 1500.00000 3000.00 REMOVE AND RESET G.R.E.A.T. ATTENUATING | | | DEVICE TYPE IV | | | 0457 675-21075013 18.000 M | 3461.00000 62298.00| 1320.54000 23769.72| 1200.00000 21600.00 STEEL CASING PIPE 750MM, 13MM | | | 0460 401-1(1)SG AA1 3808.000 MGR | 33.00000 125664.00| 33.50000 127568.00| 30.60000 116524.80 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0465 401-1(1)S AA2 3624.000 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0470 402-01(1)SG BB1 484.000 MGR | 41.00000 19844.00| 49.00000 23716.00| 38.00000 18392.00 HOT MIX ASPHALT SKID PAVEMENT, STONE OR | | | GRAVEL | | | 0475 402-01(1)S BB2 463.000 MGR | | | HOT MIX ASPHALT SKID PAVEMENT, SLAG | | | 0477 604-760450A7 CC1 2.000 M | 750.00000 1500.00| 1000.00000 2000.00| 139.00000 278.00 ALLUMINUM COATED CORRUGATED STEEL PIPE, | | | 450MM, A7 | | | 0478 604-250450A7 CC2 2.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE, 450MM, | | | A7 | | | 0480 604-760750C7 DD1 363.000 M | 170.00000 61710.00| 242.95000 88190.85| 206.00000 74778.00 ALLUMINUM COATED CORRUGATED STEEL PIPE, | | | 750MM, C7 | | | 0485 604-250750D3 DD2 363.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE, 750MM, | | | D3 | | | 0490 604-760900A7 EE1 27.000 M | 430.00000 11610.00| 308.75000 8336.25| 244.00000 6588.00 ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 900MM, A7 | | | 0495 604-250900A3 EE2 27.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE 900MM,A3 | | | 0497 604-761350D5 FF1 131.000 M | 353.00000 46243.00| 410.90000 53827.90| 431.00000 56461.00 ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 1350MM, D5 | | | 0498 604-251350D7 FF2 131.000 M | | | CORRUGATED ALLUMINUM ALLOU PIPE, 1350MM,| | | D7 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/27/98 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715009 COUNTIES : RANDOLPH LETTING DATE : 08/25/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0345840 |(2) 55-0328627 |(3) 61-0874665 |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY |ELMO GREER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 18,926,217.39| $ 19,626,531.00| $ 19,669,802.11 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 SIGNING | | | 0500 657-06S100115 59.000 M | 58.00000 3422.00| 56.90000 3357.10| 54.20000 3197.80 A-441 SUPPORTS, S 100X11.5 GALVANIZED | | | 0505 657-06W150018 58.000 M | 76.00000 4408.00| 74.55000 4323.90| 71.00000 4118.00 A-441 SUPPORTS, W 150X18, GALVANIZED | | | 0510 657-08 309.000 M | 14.00000 4326.00| 13.65000 4217.85| 13.00000 4017.00 2.98KG CHANNEL POST | | | 0515 657-10 316.000 M | 17.00000 5372.00| 17.25000 5451.00| 16.40000 5182.40 4.5KG CHANNEL POST | | | 0520 657-12 10.000 M | 24.00000 240.00| 24.15000 241.50| 23.00000 230.00 5.96KG BACK/BACK CHANNEL POST | | | 0525 657-17 9.000 M3 | 916.00000 8244.00| 892.50000 8032.50| 850.00000 7650.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0530 658-01 5.000 M3 | 1300.00000 6500.00| 1207.50000 6037.50| 1150.00000 5750.00 CLASS B CONCRETE FOOTINGS, REINFORCED, | | | OVERHEAD | | | 0535 658-03 1.000 EA | 11000.00000 11000.00| 10290.00000 10290.00| 9800.00000 9800.00 OVERHEAD SIGN GALVANIZED STEEL (ASSY 1) | | | 0540 659-01 LUMP| 3360.00000 3360.00| 3276.00000 3276.00| 3120.00000 3120.00 SIGN LIGHTING TYPE 3 (ASSY 1) | | | 0545 661-011 72.000 M2 | 180.00000 12960.00| 181.65000 13078.80| 173.00000 12456.00 2MM FLAT SHEET SIGNS | | | 0550 661-02 43.000 M2 | 230.00000 9890.00| 228.90000 9842.70| 218.00000 9374.00 EXTRUDED PANEL SIGNS | | | 0555 661-041 86.000 EA | 3.20000 275.20| 3.15000 270.90| 3.00000 258.00 DELINEATORS, REFLEX REFLECTOR, WHITE | | | SINGLE | | | 0560 661-051 63.000 EA | 3.20000 201.60| 3.15000 198.45| 3.00000 189.00 DELINEATOR, REFLEX REFLACTOR, AMBER | | | SINGLE | | | 0565 661-07 4.000 UN | 23.00000 92.00| 23.10000 92.40| 22.00000 88.00 DELINEATOR, AMBER, THREE PER UNIT | | | 0570 661-08 7.000 EA | 64.00000 448.00| 63.00000 441.00| 60.00000 420.00 DELINEATOR BRACKET, TYPE A | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/27/98 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715009 COUNTIES : RANDOLPH LETTING DATE : 08/25/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0345840 |(2) 55-0328627 |(3) 61-0874665 |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY |ELMO GREER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 70,738.80| $ 69,151.60| $ 65,850.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 HIGHWAY LIGHTING | | | 0575 662-02 LUMP| 42000.00000 42000.00| 41055.00000 41055.00| 39100.00000 39100.00 GALVANIZED STEEL CONDUIT , 662-131 | | | 0580 662-06A 3.000 EA | 860.00000 2580.00| 840.00000 2520.00| 800.00000 2400.00 JUNCTION BOX (TYPE A) | | | 0585 662-06H250 6.000 EA | 810.00000 4860.00| 782.25000 4693.50| 745.00000 4470.00 JUNCTION BOX (250X250MM) | | | 0590 662-06H460 7.000 EA | 1300.00000 9100.00| 1207.50000 8452.50| 1150.00000 8050.00 JUNCTION BOX (460X460) | | | 0595 662-07250W 19.000 EA | 400.00000 7600.00| 393.75000 7481.25| 375.00000 7125.00 LUMINAIRES (250W.) | | | 0600 662-081 LUMP| 16000.00000 16000.00| 15960.00000 15960.00| 15200.00000 15200.00 CABLE | | | 0605 662-10 3.000 EA | 1900.00000 5700.00| 1811.25000 5433.75| 1725.00000 5175.00 LIGHTING SUPPORT , TYPE 1 (12.2/2.4) | | | 0610 662-10 11.000 EA | 2800.00000 30800.00| 2709.00000 29799.00| 2580.00000 28380.00 LIGHTING SUPPORT , TYPE 1 (12.2/3.7) | | | 0615 662-10 5.000 EA | 2800.00000 14000.00| 2730.00000 13650.00| 2600.00000 13000.00 LIGHTING SUPPORT , TYPE 1 (12.2/4.2) | | | 0620 662-13 LUMP| 7000.00000 7000.00| 6793.50000 6793.50| 6470.00000 6470.00 SERVICE AND CONTROL STATION , 662-131 | | | 0625 662-14 LUMP| 8000.00000 8000.00| 7675.50000 7675.50| 7310.00000 7310.00 INCIDENTAL ELECTRICAL WORK | | | 0630 662-15 LUMP| 105.00000 105.00| 200.00000 200.00| 100.00000 100.00 ELECTRICAL TESTS , 662-151 | | | SECTION TOTALS | $ 147,745.00| $ 143,714.00| $ 136,780.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 PAVEMENT MARKINGS | | | 0635 663-0112W 6568.000 M | 0.45000 2955.60| 0.41000 2692.88| 0.40000 2627.20 EDGE LINE WHITE TYPE II | | | 0640 663-0112Y 5493.000 M | 0.45000 2471.85| 0.41000 2252.13| 0.40000 2197.20 EDGE LINE YELLOW TYPE II | | | 0645 663-0212W 2005.000 M | 0.50000 1002.50| 0.50000 1002.50| 0.48000 962.40 LANE LINE OR CENTER LINE WHITE TYPE II | | | 0650 663-0312 660.000 M | 0.45000 297.00| 0.41000 270.60| 0.40000 264.00 BARRIER LINES TYPE II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/27/98 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715009 COUNTIES : RANDOLPH LETTING DATE : 08/25/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0345840 |(2) 55-0328627 |(3) 61-0874665 |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY |ELMO GREER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0655 663-042 185.000 M | 0.80000 148.00| 0.80000 148.00| 0.75000 138.75 TYPE II CHANNELIZING LINES | | | 0660 663-055 38.000 M | 39.00000 1482.00| 37.80000 1436.40| 36.00000 1368.00 TYPE V STOP LINES | | | 0665 663-075W 120.000 M | 39.00000 4680.00| 37.80000 4536.00| 36.00000 4320.00 TYPE V STRIPES WHITE | | | 0670 663-105 12.000 EA | 210.00000 2520.00| 204.75000 2457.00| 195.00000 2340.00 TYPE V LANE ARROWS | | | 0675 663-115 4.000 EA | 70.00000 280.00| 68.25000 273.00| 65.00000 260.00 TYPE V LANE LETTERS | | | SECTION TOTALS | $ 15,836.95| $ 15,068.51| $ 14,477.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 COMPUTER SYSTEM | | | 0680 640-04 LUMP| 7200.00000 7200.00| 5000.00000 5000.00| 6000.00000 6000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 7,200.00| $ 5,000.00| $ 6,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 TRAINING | | | 0685 699 3000.000 HR | 0.80000 2400.00| 0.80000 2400.00| 0.80000 2400.00 ON JOB TRAINING | | | SECTION TOTALS | $ 2,400.00| $ 2,400.00| $ 2,400.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 RETAINING WALL | | | 0690 601-03 60.000 M3 | 810.00000 48600.00| 583.80000 35028.00| 920.00000 55200.00 CLASS K CONCRETE | | | 0695 602-02 3750.000 KG | 1.90000 7125.00| 1.50000 5625.00| 1.45000 5437.50 EPOXY COATED REINFORCING BARS | | | 0700 617-03 200.000 M | 210.00000 42000.00| 161.70000 32340.00| 160.00000 32000.00 ALUMINUM RAILING | | | 0705 639-01 LUMP| 12000.00000 12000.00| 5390.00000 5390.00| 3000.00000 3000.00 CONSTRUCTION LAYOUT STAKES | | | 0710 626-01 GG1 900.000 M2 | 485.00000 436500.00| 409.50000 368550.00| 575.00000 517500.00 RETAINING WALL, REINFORCED EARTH | | | 0715 626-02 GG2 900.000 M2 | | | RETAINING WALL, VSL RETAINED EARTH | | | 0720 626-03 GG3 1000.000 M2 | | | RETAINING WALL, CAST IN PLACE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/27/98 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715009 COUNTIES : RANDOLPH LETTING DATE : 08/25/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0345840 |(2) 55-0328627 |(3) 61-0874665 |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY |ELMO GREER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 546,225.00| $ 446,933.00| $ 613,137.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 19,716,363.14| $ 20,308,798.11| $ 20,508,447.36 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/27/98 PAGE : 001 -12 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715009 COUNTIES : RANDOLPH LETTING DATE : 08/25/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 25-1021993 |(5) 55-0535003 | |TRUMBULL CORPORATION |KANAWHA STONE COMPANY, 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 201-01 1.000 LS | 550000.00000 550000.00| 349999.36000 349999.36| CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 500000.00000 500000.00| 412457.80000 412457.80| MOBILIZATION | | | 0015 207-01 2362350.000 M3 | 4.46000 10536081.00| 4.48000 10583328.00| UNCLASSIFIED EXCAVATION | | | 0020 207-02 11347.000 M3 | 30.00000 340410.00| 36.00000 408492.00| SUBGRADE | | | 0025 207-34 87087.000 M2 | 1.00000 87087.00| 1.15000 100150.05| FABRIC FOR SEPARATION | | | 0027 211-02 7900.000 M3 | 9.00000 71100.00| 36.50000 288350.00| ROCK BORROW EXCAVATION | | | 0030 240-010250 6.000 M | 55.00000 330.00| 165.00000 990.00| CLEANING CULVERTS 250MM | | | 0035 240-010300 6.000 M | 60.00000 360.00| 165.00000 990.00| CLEANING CULVERTS 300MM | | | 0040 240-010450 43.000 M | 65.00000 2795.00| 90.00000 3870.00| CLEANING CULVERTS 450MM | | | 0045 240-010600 137.000 M | 85.00000 11645.00| 75.00000 10275.00| CLEANING CULVERTS 600MM | | | 0050 240-010900 21.000 M | 160.00000 3360.00| 135.00000 2835.00| CLEANING CULVERTS 900MM | | | 0055 240-011200 76.000 M | 160.00000 12160.00| 105.00000 7980.00| CLEANING CULVERTS 1200MM | | | 0060 240-011800 57.000 M | 165.00000 9405.00| 165.00000 9405.00| CLEANING CULVERTS 1800MM | | | 0065 307-01 1880.000 M3 | 50.00000 94000.00| 43.00000 80840.00| CLASS I AGGREGATE BASE COURSE | | | 0070 311-06 7321.000 M3 | 51.00000 373371.00| 52.00000 380692.00| OPEN GRADED FREE DRAINING BASE | | | 0075 409-02 17490.000 L | 0.40000 6996.00| 0.63000 11018.70| BITUMINOUS MATERIAL PRIME | | | 0080 501-05275 72794.000 M2 | 42.50000 3093745.00| 46.50000 3384921.00| NON-REIN PORTLAND CEMENT CONCRETE | | | PAVEMENT 275MM | | | 0085 601-02 86.000 M3 | 1100.00000 94600.00| 1900.00000 163400.00| CLASS B CONCRETE | | | 0095 604-090900 1.000 EA | 725.00000 725.00| 1280.00000 1280.00| END SECTION FOR CORRUGATED STEEL PIPE, | | | 900MM | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/27/98 PAGE : 001 -13 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715009 COUNTIES : RANDOLPH LETTING DATE : 08/25/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 25-1021993 |(5) 55-0535003 | |TRUMBULL CORPORATION |KANAWHA STONE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 604-760750C7 66.000 M | 270.00000 17820.00| 610.00000 40260.00| ALLUMINUM COATED CORRUGATED STEEL PIPE, | | | 750MM, C7 | | | 0105 604-3704503 129.000 M | 170.00000 21930.00| 255.00000 32895.00| REINFORCED CONCRETE PIPE, 450MM, CLIII | | | 0110 604-3706003 808.000 M | 230.00000 185840.00| 275.00000 222200.00| REINFORCED CONCRETE PIPE, 600MM, CLASS | | | III | | | 0115 604-3707503 545.000 M | 360.00000 196200.00| 240.00000 130800.00| REINFORCED CONCRETE PIPE, 750MM, CLASS | | | III | | | 0120 604-3709003 481.000 M | 400.00000 192400.00| 525.00000 252525.00| REINFORCED CONCRETE PIPE, 900MM, CL III | | | 0125 604-3710503 324.000 M | 450.00000 145800.00| 590.00000 191160.00| REINFORCED CONCRETE PIPE, 1050MM, CLASS | | | III | | | 0130 604-3712003 380.000 M | 520.00000 197600.00| 420.00000 159600.00| REINFORCED CONCRETE PIPE, 1200MM, CLASS | | | III | | | 0135 604-3713503 80.000 M | 620.00000 49600.00| 915.00000 73200.00| REINFORCED CONCRETE PIPE 1350MM, CLASS | | | III | | | 0140 604-3715003 40.000 M | 830.00000 33200.00| 1000.00000 40000.00| REINFORCED CONCRETE PIPE, 1500MM, CLASS | | | III | | | 0145 604-3716503 40.000 M | 1100.00000 44000.00| 1635.00000 65400.00| REINFORCED CONCRETE PIPE 1650MM, CL III | | | 0155 604-761050A2 87.000 M | 310.00000 26970.00| 880.00000 76560.00| ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 1050MM, A2 | | | 0157 604-761350D5 173.000 M | 320.00000 55360.00| 445.00000 76985.00| ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 1350MM, D5 | | | 0160 604-761500J6 241.000 M | 580.00000 139780.00| 1250.00000 301250.00| ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 1500MM, J6 | | | 0162 604-761800A5 10.000 M | 730.00000 7300.00| 1450.00000 14500.00| ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 1800MM, A5 | | | 0165 605-04 3.000 EA | 2050.00000 6150.00| 3300.00000 9900.00| TYPE B INLET | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/27/98 PAGE : 001 -14 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715009 COUNTIES : RANDOLPH LETTING DATE : 08/25/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 25-1021993 |(5) 55-0535003 | |TRUMBULL CORPORATION |KANAWHA STONE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 605-09 50.000 EA | 2200.00000 110000.00| 2000.00000 100000.00| TYPE G INLET | | | 0175 605-091 8.000 EA | 7400.00000 59200.00| 15500.00000 124000.00| TYPE G INLET, MODIFIED | | | 0177 606-22 25.000 M3 | 35.00000 875.00| 75.00000 1875.00| CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 0178 606-250150 75.000 M | 26.50000 1987.50| 36.00000 2700.00| UNDERDRAIN PIPE 150MM | | | 0180 606-29 5830.000 M | 13.00000 75790.00| 38.00000 221540.00| FREE DRAINING BASE (FDB) TRENCH | | | 0185 606-30 3481.000 M | 70.00000 243670.00| 38.00000 132278.00| OUTLET PIPE | | | 0190 607-011 2715.000 M | 31.00000 84165.00| 33.00000 89595.00| TYPE 1 GUARDRAIL, CLASS I | | | 0195 607-25A 3.000 EA | 355.00000 1065.00| 370.00000 1110.00| CUT SLOPE TERMINAL, TYPE A | | | 0200 607-25B 3.000 EA | 405.00000 1215.00| 425.00000 1275.00| CUT SLOPE TERMINAL, TYPE B | | | 0205 607-30 7.000 EA | 430.00000 3010.00| 850.00000 5950.00| SPECIAL TRAILING END TERMINAL | | | 0210 608-0211 5732.000 M | 28.00000 160496.00| 29.00000 166228.00| RIGHT OF WAY FENCE FARM FIELD 1.19M | | | 0215 633-01 17651.000 M2 | 60.00000 1059060.00| 63.00000 1112013.00| CONCRETE GUTTER | | | 0220 633-03 262.000 M3 | 19.00000 4978.00| 75.00000 19650.00| DUMPED ROCK GUTTER | | | 0225 636-07 1480.000 M | 2.50000 3700.00| 2.75000 4070.00| ERADICATION PAVEMENT MARKINGS | | | 0230 636-08 2800.000 M | 0.80000 2240.00| 1.20000 3360.00| TEMP PVMT MARKING-PAINT | | | 0235 636-09 4880.000 M | 3.30000 16104.00| 3.65000 17812.00| TEMP PVMT MARKING-TAPE | | | 0240 636-11 34190.000 UN | 1.15000 39318.50| 1.20000 41028.00| TRAFFIC CONTROL DEVICE | | | 0245 636-12 2.000 EA | 360.00000 720.00| 370.00000 740.00| CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 0250 636-13 350.000 EA | 2.05000 717.50| 1.65000 577.50| CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/27/98 PAGE : 001 -15 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715009 COUNTIES : RANDOLPH LETTING DATE : 08/25/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 25-1021993 |(5) 55-0535003 | |TRUMBULL CORPORATION |KANAWHA STONE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0255 636-14 1200.000 HR | 26.50000 31800.00| 48.00000 57600.00| FLAGGER | | | 0260 636-17 160.000 M | 46.00000 7360.00| 115.00000 18400.00| TEMPORARY CONCRETE BARRIERS | | | 0265 636-18 100.000 M | 11.00000 1100.00| 13.00000 1300.00| REMOVING AND RESETTING TEMPORARY | | | CONCRETE BARRIERS | | | 0270 636-21 460.000 DA | 0.01000 4.60| 20.00000 9200.00| ELECTRIC ARROW | | | 0275 636-22 900.000 DA | 45.00000 40500.00| 65.00000 58500.00| CHANGEABLE MESSAGE SIGN | | | 0280 636-25A 4710.000 DA | 0.50000 2355.00| 0.55000 2590.50| WARNING LIGHTS TYPE A | | | 0285 636-25B 2200.000 DA | 1.75000 3850.00| 1.90000 4180.00| WARNING LIGHTS TYPE B | | | 0287 636-25C 4000.000 DA | 0.50000 2000.00| 0.55000 2200.00| WARNING LIGHTS TYPE C | | | 0290 637-01 1000.000 M3 | 6.25000 6250.00| 12.72000 12720.00| WATER FOR DUST PALLIATIVE | | | 0295 638-02 21.000 EA | 32.00000 672.00| 120.00000 2520.00| RIGHT OF WAY MARKERS | | | 0300 638-03 8.000 EA | 180.00000 1440.00| 225.00000 1800.00| SURVEY MARKERS | | | 0305 639-01 LUMP| 350000.00000 350000.00| 200000.00000 200000.00| CONSTRUCTION LAYOUT STAKES | | | 0310 640-01 LUMP| 20000.00000 20000.00| 20000.00000 20000.00| STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0315 640-03 LUMP| 5000.00000 5000.00| 4000.00000 4000.00| BUILDING EQUIPMENT | | | 0320 642-01 1722.000 M | 2.00000 3444.00| 0.79000 1360.38| TEMPORARY BERMS | | | 0325 642-02 93.000 M | 70.00000 6510.00| 28.00000 2604.00| SLOPE DRAINS | | | 0330 642-031 299.000 EA | 60.00000 17940.00| 150.00000 44850.00| DITCH CHECKS | | | 0335 642-032 3.000 EA | 1100.00000 3300.00| 675.00000 2025.00| CHECK DAMS | | | 0340 642-033 2907.000 M3 | 4.50000 13081.50| 6.00000 17442.00| SEDIMENT TRAP | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/27/98 PAGE : 001 -16 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715009 COUNTIES : RANDOLPH LETTING DATE : 08/25/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 25-1021993 |(5) 55-0535003 | |TRUMBULL CORPORATION |KANAWHA STONE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0345 642-034 13575.000 M3 | 0.01000 135.75| 0.01000 135.75| SEDIMENT DAM | | | 0350 642-036 18660.000 M3 | 0.01000 186.60| 4.20000 78372.00| SEDIMENT REMOVAL | | | 0355 642-041 1679.000 KG | 0.35000 587.65| 0.01000 16.79| TEMPORARY SEED | | | 0360 642-044 3285.000 KG | 1.25000 4106.25| 1.25000 4106.25| SEED MIXTURE L | | | 0370 642-051 86.000 MGR | 500.00000 43000.00| 520.00000 44720.00| STRAW OR HAY MULCH | | | 0375 642-052 3.000 MGR | 1020.00000 3060.00| 1055.00000 3165.00| WOOD CELLULOSE FIBER MULCH | | | 0380 642-06 22.000 MGR | 402.00000 8844.00| 425.00000 9350.00| FERTILIZER | | | 0385 642-07 373.000 M2 | 1.50000 559.50| 1.60000 596.80| FIBER MATTING | | | 0390 642-08 619.000 M | 30.00000 18570.00| 70.00000 43330.00| TEMPORARY PIPE | | | 0395 642-09 2690.000 M | 1.00000 2690.00| 0.79000 2125.10| CONTOUR DITCH | | | 0400 642-10 81.000 MGR | 25.00000 2025.00| 26.50000 2146.50| AGRICULTURAL LIMESTONE | | | 0405 642-11 2919.000 EA | 0.01000 29.19| 8.80000 25687.20| HAY OR STRAW BALES | | | 0410 642-12 2669.000 M | 11.00000 29359.00| 21.58000 57597.02| SILT FENCE | | | 0415 652-01 81.000 MGR | 25.00000 2025.00| 26.50000 2146.50| AGRICULTURAL LIMESTONE | | | 0420 652-021 11.000 MGR | 1400.00000 15400.00| 1450.00000 15950.00| FERTILIZER 10-20-10 | | | 0425 652-022 8.000 MGR | 1000.00000 8000.00| 1050.00000 8400.00| UREA FORMALDEHYDE FERTILIZER | | | 0430 652-035 3285.000 KG | 0.80000 2628.00| 0.80000 2628.00| SEED MIXTURE L | | | 0440 652-041 86.000 MGR | 295.00000 25370.00| 310.00000 26660.00| STRAW OR HAY MULCH | | | 0445 652-042 3.000 MGR | 1020.00000 3060.00| 1050.00000 3150.00| WOOD CELLULOSE FIBER MULCH | | | 0450 664-014 2.000 EA | 6000.00000 12000.00| 6850.00000 13700.00| IMPACT ATTENUATING DEVICE TYPE IV | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/27/98 PAGE : 001 -17 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715009 COUNTIES : RANDOLPH LETTING DATE : 08/25/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 25-1021993 |(5) 55-0535003 | |TRUMBULL CORPORATION |KANAWHA STONE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0455 664-014A 2.000 EA | 1600.00000 3200.00| 1600.00000 3200.00| REMOVE AND RESET G.R.E.A.T. ATTENUATING | | | DEVICE TYPE IV | | | 0457 675-21075013 18.000 M | 2700.00000 48600.00| 1200.00000 21600.00| STEEL CASING PIPE 750MM, 13MM | | | 0460 401-1(1)SG AA1 3808.000 MGR | 32.00000 121856.00| 32.26000 122846.08| HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0465 401-1(1)S AA2 3624.000 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0470 402-01(1)SG BB1 484.000 MGR | 52.00000 25168.00| 40.00000 19360.00| HOT MIX ASPHALT SKID PAVEMENT, STONE OR | | | GRAVEL | | | 0475 402-01(1)S BB2 463.000 MGR | | | HOT MIX ASPHALT SKID PAVEMENT, SLAG | | | 0477 604-760450A7 CC1 2.000 M | 230.00000 460.00| 840.00000 1680.00| ALLUMINUM COATED CORRUGATED STEEL PIPE, | | | 450MM, A7 | | | 0478 604-250450A7 CC2 2.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE, 450MM, | | | A7 | | | 0480 604-760750C7 DD1 363.000 M | 150.00000 54450.00| 510.00000 185130.00| ALLUMINUM COATED CORRUGATED STEEL PIPE, | | | 750MM, C7 | | | 0485 604-250750D3 DD2 363.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE, 750MM, | | | D3 | | | 0490 604-760900A7 EE1 27.000 M | 330.00000 8910.00| 515.00000 13905.00| ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 900MM, A7 | | | 0495 604-250900A3 EE2 27.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE 900MM,A3 | | | 0497 604-761350D5 FF1 131.000 M | 325.00000 42575.00| 625.00000 81875.00| ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 1350MM, D5 | | | 0498 604-251350D7 FF2 131.000 M | | | CORRUGATED ALLUMINUM ALLOU PIPE, 1350MM,| | | D7 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/27/98 PAGE : 001 -18 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715009 COUNTIES : RANDOLPH LETTING DATE : 08/25/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 25-1021993 |(5) 55-0535003 | |TRUMBULL CORPORATION |KANAWHA STONE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 19,979,893.54| $ 21,191,181.28| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 SIGNING | | | 0500 657-06S100115 59.000 M | 55.00000 3245.00| 57.00000 3363.00| A-441 SUPPORTS, S 100X11.5 GALVANIZED | | | 0505 657-06W150018 58.000 M | 72.00000 4176.00| 75.00000 4350.00| A-441 SUPPORTS, W 150X18, GALVANIZED | | | 0510 657-08 309.000 M | 13.10000 4047.90| 14.00000 4326.00| 2.98KG CHANNEL POST | | | 0515 657-10 316.000 M | 16.50000 5214.00| 17.25000 5451.00| 4.5KG CHANNEL POST | | | 0520 657-12 10.000 M | 23.00000 230.00| 25.00000 250.00| 5.96KG BACK/BACK CHANNEL POST | | | 0525 657-17 9.000 M3 | 865.00000 7785.00| 900.00000 8100.00| CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0530 658-01 5.000 M3 | 1155.00000 5775.00| 1200.00000 6000.00| CLASS B CONCRETE FOOTINGS, REINFORCED, | | | OVERHEAD | | | 0535 658-03 1.000 EA | 9900.00000 9900.00| 11000.00000 11000.00| OVERHEAD SIGN GALVANIZED STEEL (ASSY 1) | | | 0540 659-01 LUMP| 3150.00000 3150.00| 3300.00000 3300.00| SIGN LIGHTING TYPE 3 (ASSY 1) | | | 0545 661-011 72.000 M2 | 175.00000 12600.00| 185.00000 13320.00| 2MM FLAT SHEET SIGNS | | | 0550 661-02 43.000 M2 | 220.00000 9460.00| 230.00000 9890.00| EXTRUDED PANEL SIGNS | | | 0555 661-041 86.000 EA | 3.00000 258.00| 3.15000 270.90| DELINEATORS, REFLEX REFLECTOR, WHITE | | | SINGLE | | | 0560 661-051 63.000 EA | 3.00000 189.00| 3.15000 198.45| DELINEATOR, REFLEX REFLACTOR, AMBER | | | SINGLE | | | 0565 661-07 4.000 UN | 22.00000 88.00| 24.00000 96.00| DELINEATOR, AMBER, THREE PER UNIT | | | 0570 661-08 7.000 EA | 61.00000 427.00| 65.00000 455.00| DELINEATOR BRACKET, TYPE A | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/27/98 PAGE : 001 -19 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715009 COUNTIES : RANDOLPH LETTING DATE : 08/25/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 25-1021993 |(5) 55-0535003 | |TRUMBULL CORPORATION |KANAWHA STONE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 66,544.90| $ 70,370.35| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 HIGHWAY LIGHTING | | | 0575 662-02 LUMP| 39500.00000 39500.00| 42000.00000 42000.00| GALVANIZED STEEL CONDUIT , 662-131 | | | 0580 662-06A 3.000 EA | 810.00000 2430.00| 850.00000 2550.00| JUNCTION BOX (TYPE A) | | | 0585 662-06H250 6.000 EA | 800.00000 4800.00| 800.00000 4800.00| JUNCTION BOX (250X250MM) | | | 0590 662-06H460 7.000 EA | 1160.00000 8120.00| 1200.00000 8400.00| JUNCTION BOX (460X460) | | | 0595 662-07250W 19.000 EA | 380.00000 7220.00| 400.00000 7600.00| LUMINAIRES (250W.) | | | 0600 662-081 LUMP| 15500.00000 15500.00| 16000.00000 16000.00| CABLE | | | 0605 662-10 3.000 EA | 1750.00000 5250.00| 1825.00000 5475.00| LIGHTING SUPPORT , TYPE 1 (12.2/2.4) | | | 0610 662-10 11.000 EA | 2600.00000 28600.00| 2800.00000 30800.00| LIGHTING SUPPORT , TYPE 1 (12.2/3.7) | | | 0615 662-10 5.000 EA | 2650.00000 13250.00| 2800.00000 14000.00| LIGHTING SUPPORT , TYPE 1 (12.2/4.2) | | | 0620 662-13 LUMP| 2500.00000 2500.00| 7000.00000 7000.00| SERVICE AND CONTROL STATION , 662-131 | | | 0625 662-14 LUMP| 7400.00000 7400.00| 7700.00000 7700.00| INCIDENTAL ELECTRICAL WORK | | | 0630 662-15 LUMP| 200.00000 200.00| 100.00000 100.00| ELECTRICAL TESTS , 662-151 | | | SECTION TOTALS | $ 134,770.00| $ 146,425.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 PAVEMENT MARKINGS | | | 0635 663-0112W 6568.000 M | 0.40000 2627.20| 0.42000 2758.56| EDGE LINE WHITE TYPE II | | | 0640 663-0112Y 5493.000 M | 0.40000 2197.20| 0.42000 2307.06| EDGE LINE YELLOW TYPE II | | | 0645 663-0212W 2005.000 M | 0.50000 1002.50| 0.51000 1022.55| LANE LINE OR CENTER LINE WHITE TYPE II | | | 0650 663-0312 660.000 M | 0.40000 264.00| 0.42000 277.20| BARRIER LINES TYPE II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/27/98 PAGE : 001 -20 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715009 COUNTIES : RANDOLPH LETTING DATE : 08/25/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 25-1021993 |(5) 55-0535003 | |TRUMBULL CORPORATION |KANAWHA STONE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0655 663-042 185.000 M | 0.80000 148.00| 0.80000 148.00| TYPE II CHANNELIZING LINES | | | 0660 663-055 38.000 M | 36.00000 1368.00| 40.00000 1520.00| TYPE V STOP LINES | | | 0665 663-075W 120.000 M | 36.00000 4320.00| 40.00000 4800.00| TYPE V STRIPES WHITE | | | 0670 663-105 12.000 EA | 200.00000 2400.00| 210.00000 2520.00| TYPE V LANE ARROWS | | | 0675 663-115 4.000 EA | 70.00000 280.00| 70.00000 280.00| TYPE V LANE LETTERS | | | SECTION TOTALS | $ 14,606.90| $ 15,633.37| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 COMPUTER SYSTEM | | | 0680 640-04 LUMP| 8000.00000 8000.00| 7000.00000 7000.00| COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 8,000.00| $ 7,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 TRAINING | | | 0685 699 3000.000 HR | 0.80000 2400.00| 0.80000 2400.00| ON JOB TRAINING | | | SECTION TOTALS | $ 2,400.00| $ 2,400.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 RETAINING WALL | | | 0690 601-03 60.000 M3 | 1000.00000 60000.00| 800.00000 48000.00| CLASS K CONCRETE | | | 0695 602-02 3750.000 KG | 1.75000 6562.50| 1.90000 7125.00| EPOXY COATED REINFORCING BARS | | | 0700 617-03 200.000 M | 170.00000 34000.00| 205.00000 41000.00| ALUMINUM RAILING | | | 0705 639-01 LUMP| 25000.00000 25000.00| 12000.00000 12000.00| CONSTRUCTION LAYOUT STAKES | | | 0710 626-01 GG1 900.000 M2 | 530.00000 477000.00| 475.00000 427500.00| RETAINING WALL, REINFORCED EARTH | | | 0715 626-02 GG2 900.000 M2 | | | RETAINING WALL, VSL RETAINED EARTH | | | 0720 626-03 GG3 1000.000 M2 | | | RETAINING WALL, CAST IN PLACE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/27/98 PAGE : 001 -21 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715009 COUNTIES : RANDOLPH LETTING DATE : 08/25/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 25-1021993 |(5) 55-0535003 | |TRUMBULL CORPORATION |KANAWHA STONE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 602,562.50| $ 535,625.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 20,808,777.84| $ 21,968,635.00| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/27/98 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 9715003 COUNTIES : RANDOLPH LETTING DATE : 08/25/98 10:00 A.M. DISTRICT : 08 CONTRACT DESCRIPTION : CORRIDOR H AT ELKINS PROJECT(S) : X342-000H/00-031.00 03 0APD 0484 145 000 LOCATION: 0.80 MI W CR 14 TO CR 14 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 25-1021993 TRUMBULL CORPORATION $ 16,391,327.62 100.0000% 2 61-0874665 ELMO GREER & SONS, INC. $ 16,695,020.58 101.8527% 3 55-0328627 J. F. ALLEN COMPANY $ 17,155,778.23 104.6637% 4 55-0535003 KANAWHA STONE COMPANY, INC. $ 17,207,936.00 104.9819% 5 55-0345840 VECELLIO & GROGAN, INC. $ 17,595,106.07 107.3439% 6 25-1493101 UPON THIS ROCK CONSTRUCTION, INC. $ 17,966,216.96 109.6080% 7 25-1269025 MASHUDA CORPORATION $ 18,019,625.38 109.9338% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/27/98 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9715003 COUNTIES : RANDOLPH LETTING DATE : 08/25/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 25-1021993 |(2) 61-0874665 |(3) 55-0328627 |TRUMBULL CORPORATION |ELMO GREER & SONS, INC. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE, DRAIN AND PAVE | | | 0005 201-01 1.000 LS | 500000.00000 500000.00| 467000.00000 467000.00| 1149485.00000 1149485.00 CLEARING AND GRUBBING | | | 0010 202-01 1.000 LS | 2500.00000 2500.00| 3000.00000 3000.00| 1.00000 1.00 BUILDING DEMOLITION ,202-01(01) | | | 0015 202-01 1.000 LS | 2500.00000 2500.00| 3000.00000 3000.00| 1.00000 1.00 BUILDING DEMOLITION ,202-01(02) | | | 0035 202-02 LUMP| 1000.00000 1000.00| 1100.00000 1100.00| 1.00000 1.00 WATER WELL ABANDONMENT ,202-02(59) | | | 0040 202-03 LUMP| 1500.00000 1500.00| 900.00000 900.00| 1.00000 1.00 SEPTIC TANK ABANDONMENT ,202-03(01) | | | 0045 202-03 LUMP| 1500.00000 1500.00| 900.00000 900.00| 1.00000 1.00 SEPTIC TANK ABANDONMENT ,202-03(02) | | | 0050 202-03 LUMP| 1500.00000 1500.00| 900.00000 900.00| 1.00000 1.00 SEPTIC TANK ABANDONMENT ,202-03(48) | | | 0055 202-03 LUMP| 1500.00000 1500.00| 900.00000 900.00| 1.00000 1.00 SEPTIC TANK ABANDONMENT ,202-03(59) | | | 0060 204-01 LUMP| 400000.00000 400000.00| 392000.00000 392000.00| 355000.00000 355000.00 MOBILIZATION | | | 0065 207-01 1974784.000 M3 | 4.52000 8926023.68| 4.40000 8689049.60| 4.50000 8886528.00 UNCLASSIFIED EXCAVATION | | | 0070 207-02 4337.000 M3 | 28.00000 121436.00| 25.00000 108425.00| 27.00000 117099.00 SUBGRADE | | | 0075 207-34 30748.000 M2 | 1.10000 33822.80| 1.50000 46122.00| 1.16000 35667.68 FABRIC FOR SEPARATION | | | 0080 307-01 984.000 M3 | 48.00000 47232.00| 32.00000 31488.00| 38.00000 37392.00 CLASS I AGGREGATE BASE COURSE | | | 0082 211-02 7269.000 M3 | 9.00000 65421.00| 43.00000 312567.00| 10.00000 72690.00 ROCK BORROW EXCAVATION | | | 0085 311-06 2821.000 M3 | 51.00000 143871.00| 50.00000 141050.00| 47.00000 132587.00 OPEN GRADED FREE DRAINING BASE | | | 0086 408-02 14277.000 L | 0.40000 5710.80| 0.60000 8566.20| 0.30000 4283.10 BITUMINOUS MATERIAL | | | 0090 501-01250 1950.000 M2 | 70.00000 136500.00| 48.00000 93600.00| 75.60000 147420.00 REIN PORTLAND CEMENT CONCRETE PAVEMENT | | | 250MM | | | 0095 501-05275 25823.000 M2 | 45.00000 1162035.00| 55.00000 1420265.00| 47.25000 1220136.75 NON-REIN PORTLAND CEMENT CONCRETE | | | PAVEMENT 275MM | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/27/98 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9715003 COUNTIES : RANDOLPH LETTING DATE : 08/25/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 25-1021993 |(2) 61-0874665 |(3) 55-0328627 |TRUMBULL CORPORATION |ELMO GREER & SONS, INC. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 502-01300 240.000 M2 | 150.00000 36000.00| 130.00000 31200.00| 131.25000 31500.00 PORTLAND CEMENT CONCRETE APPRACH SLAB | | | 300MM | | | 0100 601-02 66.720 M3 | 1500.00000 100080.00| 1500.00000 100080.00| 1470.00000 98078.40 CLASS B CONCRETE | | | 0102 501-10 2.000 EA | 2500.00000 5000.00| 12900.00000 25800.00| 2625.00000 5250.00 BRIDGE APPROACH EXPANSION JOINT | | | 0110 604-090900 1.000 EA | 670.00000 670.00| 1300.00000 1300.00| 1000.00000 1000.00 END SECTION FOR CORRUGATED STEEL PIPE, | | | 900MM | | | 0115 604-3704503 591.000 M | 200.00000 118200.00| 111.00000 65601.00| 168.20000 99406.20 REINFORCED CONCRETE PIPE, 450MM, CLIII | | | 0120 604-3706003 199.000 M | 290.00000 57710.00| 144.00000 28656.00| 222.10000 44197.90 REINFORCED CONCRETE PIPE, 600MM, CLASS | | | III | | | 0125 604-3707503 106.000 M | 305.00000 32330.00| 183.00000 19398.00| 294.45000 31211.70 REINFORCED CONCRETE PIPE, 750MM, CLASS | | | III | | | 0130 604-3709003 249.000 M | 450.00000 112050.00| 231.00000 57519.00| 338.65000 84323.85 REINFORCED CONCRETE PIPE, 900MM, CL III | | | 0135 604-761500C3 253.000 M | 370.00000 93610.00| 553.00000 139909.00| 639.60000 161818.80 ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 1500MM, C3 | | | 0140 605-09 22.000 EA | 2200.00000 48400.00| 1900.00000 41800.00| 2625.00000 57750.00 TYPE G INLET | | | 0145 605-091 4.000 EA | 7200.00000 28800.00| 8500.00000 34000.00| 9450.00000 37800.00 TYPE G INLET, MODIFIED | | | 0147 606-22 15.000 M3 | 75.00000 1125.00| 40.00000 600.00| 200.00000 3000.00 CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 0148 606-250150 45.000 M | 30.00000 1350.00| 32.00000 1440.00| 100.00000 4500.00 UNDERDRAIN PIPE 150MM | | | 0150 606-29 2507.000 M | 15.00000 37605.00| 14.00000 35098.00| 25.00000 62675.00 FREE DRAINING BASE (FDB) TRENCH | | | 0155 606-30 1451.000 M | 77.00000 111727.00| 76.00000 110276.00| 10.00000 14510.00 OUTLET PIPE | | | 0160 607-011 907.000 M | 35.00000 31745.00| 32.75000 29704.25| 34.40000 31200.80 TYPE 1 GUARDRAIL, CLASS I | | | 0165 607-012 165.000 M | 27.00000 4455.00| 25.00000 4125.00| 26.25000 4331.25 TYPE 1 GUARDRAIL CLASS II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/27/98 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9715003 COUNTIES : RANDOLPH LETTING DATE : 08/25/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 25-1021993 |(2) 61-0874665 |(3) 55-0328627 |TRUMBULL CORPORATION |ELMO GREER & SONS, INC. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 607-25B 1.000 EA | 400.00000 400.00| 400.00000 400.00| 500.00000 500.00 CUT SLOPE TERMINAL, TYPE B | | | 0175 607-28 3.000 EA | 750.00000 2250.00| 800.00000 2400.00| 840.00000 2520.00 MODIFIED ECCENTRIC LOADER TERMINAL | | | 0180 607-30 3.000 EA | 360.00000 1080.00| 425.00000 1275.00| 446.25000 1338.75 SPECIAL TRAILING END TERMINAL | | | 0185 608-0211 2665.000 M | 31.00000 82615.00| 27.90000 74353.50| 29.30000 78084.50 RIGHT OF WAY FENCE FARM FIELD 1.19M | | | 0190 633-03 315.000 M3 | 20.00000 6300.00| 40.00000 12600.00| 60.00000 18900.00 DUMPED ROCK GUTTER | | | 0200 636-11 4550.000 UN | 1.15000 5232.50| 1.15000 5232.50| 1.21000 5505.50 TRAFFIC CONTROL DEVICE | | | 0202 636-12 2.000 EA | 250.00000 500.00| 250.00000 500.00| 262.50000 525.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 0205 636-13 45.000 EA | 3.00000 135.00| 3.00000 135.00| 3.15000 141.75 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 0210 636-14 1080.000 HR | 26.50000 28620.00| 40.00000 43200.00| 45.00000 48600.00 FLAGGER | | | 0215 636-17 500.000 M | 60.00000 30000.00| 75.00000 37500.00| 35.00000 17500.00 TEMPORARY CONCRETE BARRIERS | | | 0220 636-25A 260.000 DA | 0.50000 130.00| 0.50000 130.00| 1.00000 260.00 WARNING LIGHTS TYPE A | | | 0225 636-25B 1500.000 DA | 1.75000 2625.00| 1.75000 2625.00| 2.00000 3000.00 WARNING LIGHTS TYPE B | | | 0230 636-25C 4500.000 DA | 0.50000 2250.00| 0.48000 2160.00| 0.75000 3375.00 WARNING LIGHTS TYPE C | | | 0235 637-01 1000.000 M3 | 6.25000 6250.00| 5.00000 5000.00| 40.00000 40000.00 WATER FOR DUST PALLIATIVE | | | 0240 638-02 16.000 EA | 50.00000 800.00| 100.00000 1600.00| 100.00000 1600.00 RIGHT OF WAY MARKERS | | | 0245 638-03 5.000 EA | 200.00000 1000.00| 200.00000 1000.00| 250.00000 1250.00 SURVEY MARKERS | | | 0250 639-01 LUMP| 100000.00000 100000.00| 180000.00000 180000.00| 225000.00000 225000.00 CONSTRUCTION LAYOUT STAKES | | | 0255 640-01 LUMP| 25000.00000 25000.00| 50000.00000 50000.00| 45000.00000 45000.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0260 640-03 LUMP| 5000.00000 5000.00| 17000.00000 17000.00| 10000.00000 10000.00 BUILDING EQUIPMENT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/27/98 PAGE : 002 -5 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9715003 COUNTIES : RANDOLPH LETTING DATE : 08/25/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 25-1021993 |(2) 61-0874665 |(3) 55-0328627 |TRUMBULL CORPORATION |ELMO GREER & SONS, INC. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0265 642-01 494.000 M | 1.75000 864.50| 4.00000 1976.00| 0.01000 4.94 TEMPORARY BERMS | | | 0270 642-02 32.000 M | 60.00000 1920.00| 50.00000 1600.00| 100.00000 3200.00 SLOPE DRAINS | | | 0275 642-031 187.000 EA | 50.00000 9350.00| 150.00000 28050.00| 150.00000 28050.00 DITCH CHECKS | | | 0280 642-032 1.000 EA | 1100.00000 1100.00| 300.00000 300.00| 1000.00000 1000.00 CHECK DAMS | | | 0285 642-033 1224.000 M3 | 5.50000 6732.00| 6.00000 7344.00| 10.00000 12240.00 SEDIMENT TRAP | | | 0290 642-034 11122.000 M3 | 0.01000 111.22| 6.00000 66732.00| 5.00000 55610.00 SEDIMENT DAM | | | 0295 642-035 1.000 EA | 3200.00000 3200.00| 3500.00000 3500.00| 10000.00000 10000.00 RISER | | | 0300 642-036 50760.000 M3 | 0.01000 507.60| 5.00000 253800.00| 0.01000 507.60 SEDIMENT REMOVAL | | | 0305 642-041 869.000 KG | 1.00000 869.00| 1.00000 869.00| 10.00000 8690.00 TEMPORARY SEED | | | 0310 642-044 1893.000 KG | 4.20000 7950.60| 4.10000 7761.30| 4.45000 8423.85 SEED MIXTURE L | | | 0320 642-051 44.000 MGR | 390.00000 17160.00| 375.00000 16500.00| 405.00000 17820.00 STRAW OR HAY MULCH | | | 0325 642-052 40.000 MGR | 390.00000 15600.00| 680.00000 27200.00| 735.00000 29400.00 WOOD CELLULOSE FIBER MULCH | | | 0330 642-06 11.000 MGR | 660.00000 7260.00| 650.00000 7150.00| 702.00000 7722.00 FERTILIZER | | | 0335 642-07 128.000 M2 | 150.00000 19200.00| 1.50000 192.00| 5.00000 640.00 FIBER MATTING | | | 0340 642-08 158.000 M | 30.00000 4740.00| 50.00000 7900.00| 0.01000 1.58 TEMPORARY PIPE | | | 0345 642-09 1290.000 M | 1.10000 1419.00| 2.00000 2580.00| 0.01000 12.90 CONTOUR DITCH | | | 0350 642-10 43.000 MGR | 25.00000 1075.00| 25.00000 1075.00| 50.00000 2150.00 AGRICULTURAL LIMESTONE | | | 0355 642-11 1392.000 EA | 0.01000 13.92| 6.00000 8352.00| 5.00000 6960.00 HAY OR STRAW BALES | | | 0360 642-12 1272.000 M | 11.00000 13992.00| 8.00000 10176.00| 10.00000 12720.00 SILT FENCE | | | 0365 652-01 43.000 MGR | 25.00000 1075.00| 25.00000 1075.00| 50.00000 2150.00 AGRICULTURAL LIMESTONE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/27/98 PAGE : 002 -6 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9715003 COUNTIES : RANDOLPH LETTING DATE : 08/25/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 25-1021993 |(2) 61-0874665 |(3) 55-0328627 |TRUMBULL CORPORATION |ELMO GREER & SONS, INC. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0370 652-021 6.000 MGR | 1280.00000 7680.00| 1260.00000 7560.00| 1360.00000 8160.00 FERTILIZER 10-20-10 | | | 0375 652-022 4.000 MGR | 1300.00000 5200.00| 1300.00000 5200.00| 1405.00000 5620.00 UREA FORMALDEHYDE FERTILIZER | | | 0380 652-035 1893.000 KG | 5.70000 10790.10| 5.60000 10600.80| 6.05000 11452.65 SEED MIXTURE L | | | 0390 652-041 44.000 MGR | 150.00000 6600.00| 150.00000 6600.00| 157.50000 6930.00 STRAW OR HAY MULCH | | | 0395 652-042 40.000 MGR | 290.00000 11600.00| 290.00000 11600.00| 313.20000 12528.00 WOOD CELLULOSE FIBER MULCH | | | 0400 655-02A 3864.000 M2 | 5.60000 21638.40| 5.50000 21252.00| 6.00000 23184.00 PERMANENT EROSION MATTING, TYPE A | | | 0405 664-014 2.000 EA | 5500.00000 11000.00| 9000.00000 18000.00| 7000.00000 14000.00 IMPACT ATTENUATING DEVICE TYPE IV | | | 0415 681-01 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| 3600.00000 3600.00 ASBESTOS ABATEMENT ,681-01(02) | | | 0435 401-1(1)SG AA1 2449.000 MGR | 35.00000 85715.00| 30.60000 74939.40| 34.90000 85470.10 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0440 401-1(1)S AA2 2335.000 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0445 402-01(1)SG BB1 262.000 MGR | 60.00000 15720.00| 38.00000 9956.00| 68.00000 17816.00 HOT MIX ASPHALT SKID PAVEMENT, STONE OR | | | GRAVEL | | | 0450 402-01(1)S BB2 252.000 MGR | | | HOT MIX ASPHALT SKID PAVEMENT, SLAG | | | 0455 604-760600A2 CC1 228.000 M | 220.00000 50160.00| 270.00000 61560.00| 293.50000 66918.00 ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 600MM, A2 | | | 0460 604-250600B2 CC2 228.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE, 600MM, | | | B2 | | | 0465 604-760750C7 DD1 23.000 M | 400.00000 9200.00| 351.00000 8073.00| 455.00000 10465.00 ALLUMINUM COATED CORRUGATED STEEL PIPE, | | | 750MM, C7 | | | 0470 604-250750D3 DD2 23.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE, 750MM, | | | D3 | | | 0475 604-760900A7 EE1 95.000 M | 450.00000 42750.00| 339.00000 32205.00| 439.60000 41762.00 ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 900MM, A7 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/27/98 PAGE : 002 -7 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9715003 COUNTIES : RANDOLPH LETTING DATE : 08/25/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 25-1021993 |(2) 61-0874665 |(3) 55-0328627 |TRUMBULL CORPORATION |ELMO GREER & SONS, INC. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 604-250900A3 EE2 95.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE 900MM,A3 | | | 0482 636-02SG FF1 2000.000 MGR | 22.00000 44000.00| 24.00000 48000.00| 10.00000 20000.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0483 636-02S FF2 1820.000 MGR | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 13,113,290.12| $ 13,656,128.55| $ 13,969,158.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE NO. 4281 | | | 0485 212-01 2406.000 M3 | 53.00000 127518.00| 26.00000 62556.00| 31.50000 75789.00 STRUCTURE EXCAVATION | | | 0490 212-05 160.000 M3 | 75.00000 12000.00| 88.00000 14080.00| 70.35000 11256.00 SELECT MATERIAL FOR BACKFILLING | | | 0495 218-04200 1930.000 M2 | 30.00000 57900.00| 65.00000 125450.00| 13.65000 26344.50 CRUSHED ROCK SLOPE PROTECTION 200MM | | | 0500 601-02 692.000 M3 | 290.00000 200680.00| 400.00000 276800.00| 446.25000 308805.00 CLASS B CONCRETE | | | 0505 601-02-A 712.000 M3 | 400.00000 284800.00| 410.00000 291920.00| 446.25000 317730.00 CLASS B CONCRETE, ARCHITECTURAL | | | 0510 601-03 914.000 M3 | 830.00000 758620.00| 496.00000 453344.00| 682.50000 623805.00 CLASS K CONCRETE | | | 0515 601-03-A 131.000 M3 | 1375.00000 180125.00| 506.00000 66286.00| 764.40000 100136.40 CLASS K CONCRETE, ARCHITECTURAL | | | 0520 602-01 149626.000 KG | 1.20000 179551.20| 1.50000 224439.00| 1.31000 196010.06 REIN STEEL BARS | | | 0525 602-02 212734.000 KG | 1.30000 276554.20| 2.00000 425468.00| 1.47000 312718.98 EPOXY COATED REINFORCING BARS | | | 0530 603-01 1280.000 M | 560.00000 716800.00| 556.00000 711680.00| 682.50000 873600.00 PRESTRESSED CONCRETE BEAMS | | | 0535 616-05H250062 922.000 M | 100.00000 92200.00| 150.00000 138300.00| 131.25000 121012.50 STEEL BEARING PILES, HP 250X62, | | | PRE-DRILLED AND DRIVEN | | | 0540 617-03 342.000 M | 135.00000 46170.00| 140.00000 47880.00| 136.50000 46683.00 ALUMINUM RAILING | | | 0545 639-01 LUMP| 145000.00000 145000.00| 20000.00000 20000.00| 31500.00000 31500.00 CONSTRUCTION LAYOUT STAKES | | | 0550 679-06 LUMP| 7000.00000 7000.00| 4000.00000 4000.00| 3000.00000 3000.00 TEST SLAB | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/27/98 PAGE : 002 -8 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9715003 COUNTIES : RANDOLPH LETTING DATE : 08/25/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 25-1021993 |(2) 61-0874665 |(3) 55-0328627 |TRUMBULL CORPORATION |ELMO GREER & SONS, INC. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0555 679-02 GG1 175.000 M3 | | | LATEX MODIFIED PORTLAND CEMENT MORTAR | | | OR CONCRETE OVERLAYMENT OF BRIDGE DECK | | | 0560 679-04 GG2 175.000 M3 | 900.00000 157500.00| 850.00000 148750.00| 630.00000 110250.00 MICROSILICA CONCRETE OVERLAY | | | SECTION TOTALS | $ 3,242,418.40| $ 3,010,953.00| $ 3,158,640.44 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 ROADWAY SIGNING | | | 0565 657-06W150018 11.000 M | 138.00000 1518.00| 80.00000 880.00| 84.00000 924.00 A-441 SUPPORTS, W 150X18, GALVANIZED | | | 0570 657-06W200026 22.000 M | 155.00000 3410.00| 92.00000 2024.00| 96.60000 2125.20 A-441 SUPPORTS, W 200X26.6 GALVANIZED | | | 0575 657-08 89.000 M | 20.00000 1780.00| 13.94000 1240.66| 14.65000 1303.85 2.98KG CHANNEL POST | | | 0580 657-10 44.000 M | 21.00000 924.00| 18.05000 794.20| 19.00000 836.00 4.5KG CHANNEL POST | | | 0585 657-17 3.390 M3 | 910.00000 3084.90| 985.00000 3339.15| 1034.25000 3506.11 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0590 661-011 7.000 M2 | 240.00000 1680.00| 182.00000 1274.00| 191.10000 1337.70 2MM FLAT SHEET SIGNS | | | 0595 661-02 27.000 M2 | 330.00000 8910.00| 240.00000 6480.00| 252.00000 6804.00 EXTRUDED PANEL SIGNS | | | 0600 661-041 42.000 EA | 3.00000 126.00| 3.00000 126.00| 3.15000 132.30 DELINEATORS, REFLEX REFLECTOR, WHITE | | | SINGLE | | | 0605 661-07 2.000 UN | 35.00000 70.00| 22.00000 44.00| 25.00000 50.00 DELINEATOR, AMBER, THREE PER UNIT | | | 0610 661-08 4.000 EA | 150.00000 600.00| 60.00000 240.00| 63.00000 252.00 DELINEATOR BRACKET, TYPE A | | | SECTION TOTALS | $ 22,102.90| $ 16,442.01| $ 17,271.16 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 PAVEMENT MARKINGS | | | 0615 663-0112W 2544.000 M | 0.40000 1017.60| 0.40000 1017.60| 0.41000 1043.04 EDGE LINE WHITE TYPE II | | | 0620 663-0112Y 2544.000 M | 0.40000 1017.60| 0.40000 1017.60| 0.41000 1043.04 EDGE LINE YELLOW TYPE II | | | 0625 663-0212W 884.000 M | 0.50000 442.00| 0.48000 424.32| 0.50000 442.00 LANE LINE OR CENTER LINE WHITE TYPE II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/27/98 PAGE : 002 -9 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9715003 COUNTIES : RANDOLPH LETTING DATE : 08/25/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 25-1021993 |(2) 61-0874665 |(3) 55-0328627 |TRUMBULL CORPORATION |ELMO GREER & SONS, INC. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0627 663-042 30.000 M | 0.80000 24.00| 0.75000 22.50| 1.00000 30.00 TYPE II CHANNELIZING LINES | | | 0630 663-055 5.000 M | 45.00000 225.00| 45.00000 225.00| 50.00000 250.00 TYPE V STOP LINES | | | 0632 663-105 2.000 EA | 195.00000 390.00| 195.00000 390.00| 250.00000 500.00 TYPE V LANE ARROWS | | | SECTION TOTALS | $ 3,116.20| $ 3,097.02| $ 3,308.08 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 COMPUTER SYSTEM | | | 0635 640-04 LUMP| 8000.00000 8000.00| 6000.00000 6000.00| 5000.00000 5000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 8,000.00| $ 6,000.00| $ 5,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 TRAINING | | | 0640 699 3000.000 HR | 0.80000 2400.00| 0.80000 2400.00| 0.80000 2400.00 ON JOB TRAINING | | | SECTION TOTALS | $ 2,400.00| $ 2,400.00| $ 2,400.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 16,391,327.62| $ 16,695,020.58| $ 17,155,778.23 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/27/98 PAGE : 002 -10 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9715003 COUNTIES : RANDOLPH LETTING DATE : 08/25/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 55-0535003 |(5) 55-0345840 |(6) 25-1493101 |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. |UPON THIS ROCK CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE, DRAIN AND PAVE | | | 0005 201-01 1.000 LS | 338135.05000 338135.05| 300000.00000 300000.00| 300250.00000 300250.00 CLEARING AND GRUBBING | | | 0010 202-01 1.000 LS | 1.00000 1.00| 1.00000 1.00| 250.00000 250.00 BUILDING DEMOLITION ,202-01(01) | | | 0015 202-01 1.000 LS | 1.00000 1.00| 1.00000 1.00| 250.00000 250.00 BUILDING DEMOLITION ,202-01(02) | | | 0035 202-02 LUMP| 1.00000 1.00| 1100.00000 1100.00| 250.00000 250.00 WATER WELL ABANDONMENT ,202-02(59) | | | 0040 202-03 LUMP| 1.00000 1.00| 1.00000 1.00| 250.00000 250.00 SEPTIC TANK ABANDONMENT ,202-03(01) | | | 0045 202-03 LUMP| 1.00000 1.00| 1.00000 1.00| 250.00000 250.00 SEPTIC TANK ABANDONMENT ,202-03(02) | | | 0050 202-03 LUMP| 1.00000 1.00| 1.00000 1.00| 250.00000 250.00 SEPTIC TANK ABANDONMENT ,202-03(48) | | | 0055 202-03 LUMP| 1.00000 1.00| 1.00000 1.00| 250.00000 250.00 SEPTIC TANK ABANDONMENT ,202-03(59) | | | 0060 204-01 LUMP| 443287.99000 443287.99| 350000.00000 350000.00| 350250.00000 350250.00 MOBILIZATION | | | 0065 207-01 1974784.000 M3 | 4.47000 8827284.48| 4.78000 9439467.52| 5.12000 10110894.08 UNCLASSIFIED EXCAVATION | | | 0070 207-02 4337.000 M3 | 39.00000 169143.00| 34.00000 147458.00| 40.00000 173480.00 SUBGRADE | | | 0075 207-34 30748.000 M2 | 1.12000 34437.76| 1.50000 46122.00| 1.25000 38435.00 FABRIC FOR SEPARATION | | | 0080 307-01 984.000 M3 | 47.00000 46248.00| 41.00000 40344.00| 50.00000 49200.00 CLASS I AGGREGATE BASE COURSE | | | 0082 211-02 7269.000 M3 | 37.00000 268953.00| 25.00000 181725.00| 40.00000 290760.00 ROCK BORROW EXCAVATION | | | 0085 311-06 2821.000 M3 | 52.00000 146692.00| 50.00000 141050.00| 50.00000 141050.00 OPEN GRADED FREE DRAINING BASE | | | 0086 408-02 14277.000 L | 0.60000 8566.20| 0.65000 9280.05| 0.60000 8566.20 BITUMINOUS MATERIAL | | | 0090 501-01250 1950.000 M2 | 76.00000 148200.00| 77.00000 150150.00| 72.00000 140400.00 REIN PORTLAND CEMENT CONCRETE PAVEMENT | | | 250MM | | | 0095 501-05275 25823.000 M2 | 47.50000 1226592.50| 52.00000 1342796.00| 45.00000 1162035.00 NON-REIN PORTLAND CEMENT CONCRETE | | | PAVEMENT 275MM | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/27/98 PAGE : 002 -11 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9715003 COUNTIES : RANDOLPH LETTING DATE : 08/25/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 55-0535003 |(5) 55-0345840 |(6) 25-1493101 |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. |UPON THIS ROCK CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 502-01300 240.000 M2 | 130.00000 31200.00| 165.00000 39600.00| 150.00000 36000.00 PORTLAND CEMENT CONCRETE APPRACH SLAB | | | 300MM | | | 0100 601-02 66.720 M3 | 1600.00000 106752.00| 1600.00000 106752.00| 1225.00000 81732.00 CLASS B CONCRETE | | | 0102 501-10 2.000 EA | 5300.00000 10600.00| 3300.00000 6600.00| 4250.00000 8500.00 BRIDGE APPROACH EXPANSION JOINT | | | 0110 604-090900 1.000 EA | 1250.00000 1250.00| 420.00000 420.00| 1150.00000 1150.00 END SECTION FOR CORRUGATED STEEL PIPE, | | | 900MM | | | 0115 604-3704503 591.000 M | 250.00000 147750.00| 95.00000 56145.00| 215.00000 127065.00 REINFORCED CONCRETE PIPE, 450MM, CLIII | | | 0120 604-3706003 199.000 M | 310.00000 61690.00| 130.00000 25870.00| 275.00000 54725.00 REINFORCED CONCRETE PIPE, 600MM, CLASS | | | III | | | 0125 604-3707503 106.000 M | 390.00000 41340.00| 160.00000 16960.00| 225.00000 23850.00 REINFORCED CONCRETE PIPE, 750MM, CLASS | | | III | | | 0130 604-3709003 249.000 M | 510.00000 126990.00| 220.00000 54780.00| 285.00000 70965.00 REINFORCED CONCRETE PIPE, 900MM, CL III | | | 0135 604-761500C3 253.000 M | 850.00000 215050.00| 420.00000 106260.00| 325.00000 82225.00 ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 1500MM, C3 | | | 0140 605-09 22.000 EA | 4600.00000 101200.00| 2100.00000 46200.00| 1325.00000 29150.00 TYPE G INLET | | | 0145 605-091 4.000 EA | 14750.00000 59000.00| 9100.00000 36400.00| 5250.00000 21000.00 TYPE G INLET, MODIFIED | | | 0147 606-22 15.000 M3 | 77.00000 1155.00| 29.00000 435.00| 50.00000 750.00 CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 0148 606-250150 45.000 M | 37.00000 1665.00| 130.00000 5850.00| 45.00000 2025.00 UNDERDRAIN PIPE 150MM | | | 0150 606-29 2507.000 M | 15.00000 37605.00| 15.00000 37605.00| 16.00000 40112.00 FREE DRAINING BASE (FDB) TRENCH | | | 0155 606-30 1451.000 M | 42.00000 60942.00| 80.00000 116080.00| 76.00000 110276.00 OUTLET PIPE | | | 0160 607-011 907.000 M | 35.00000 31745.00| 35.00000 31745.00| 32.75000 29704.25 TYPE 1 GUARDRAIL, CLASS I | | | 0165 607-012 165.000 M | 26.50000 4372.50| 26.00000 4290.00| 25.00000 4125.00 TYPE 1 GUARDRAIL CLASS II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/27/98 PAGE : 002 -12 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9715003 COUNTIES : RANDOLPH LETTING DATE : 08/25/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 55-0535003 |(5) 55-0345840 |(6) 25-1493101 |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. |UPON THIS ROCK CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 607-25B 1.000 EA | 425.00000 425.00| 430.00000 430.00| 400.00000 400.00 CUT SLOPE TERMINAL, TYPE B | | | 0175 607-28 3.000 EA | 850.00000 2550.00| 850.00000 2550.00| 800.00000 2400.00 MODIFIED ECCENTRIC LOADER TERMINAL | | | 0180 607-30 3.000 EA | 450.00000 1350.00| 450.00000 1350.00| 425.00000 1275.00 SPECIAL TRAILING END TERMINAL | | | 0185 608-0211 2665.000 M | 30.00000 79950.00| 30.00000 79950.00| 27.90000 74353.50 RIGHT OF WAY FENCE FARM FIELD 1.19M | | | 0190 633-03 315.000 M3 | 24.00000 7560.00| 31.00000 9765.00| 45.00000 14175.00 DUMPED ROCK GUTTER | | | 0200 636-11 4550.000 UN | 1.30000 5915.00| 1.20000 5460.00| 1.15000 5232.50 TRAFFIC CONTROL DEVICE | | | 0202 636-12 2.000 EA | 320.00000 640.00| 260.00000 520.00| 250.00000 500.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 0205 636-13 45.000 EA | 3.20000 144.00| 3.00000 135.00| 3.00000 135.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 0210 636-14 1080.000 HR | 48.00000 51840.00| 40.00000 43200.00| 35.00000 37800.00 FLAGGER | | | 0215 636-17 500.000 M | 100.00000 50000.00| 95.00000 47500.00| 75.00000 37500.00 TEMPORARY CONCRETE BARRIERS | | | 0220 636-25A 260.000 DA | 0.53000 137.80| 0.55000 143.00| 0.53000 137.80 WARNING LIGHTS TYPE A | | | 0225 636-25B 1500.000 DA | 1.90000 2850.00| 1.80000 2700.00| 1.85000 2775.00 WARNING LIGHTS TYPE B | | | 0230 636-25C 4500.000 DA | 0.53000 2385.00| 0.50000 2250.00| 0.50000 2250.00 WARNING LIGHTS TYPE C | | | 0235 637-01 1000.000 M3 | 13.00000 13000.00| 27.00000 27000.00| 5.00000 5000.00 WATER FOR DUST PALLIATIVE | | | 0240 638-02 16.000 EA | 125.00000 2000.00| 61.00000 976.00| 85.00000 1360.00 RIGHT OF WAY MARKERS | | | 0245 638-03 5.000 EA | 220.00000 1100.00| 120.00000 600.00| 375.00000 1875.00 SURVEY MARKERS | | | 0250 639-01 LUMP| 200000.00000 200000.00| 225000.00000 225000.00| 200250.00000 200250.00 CONSTRUCTION LAYOUT STAKES | | | 0255 640-01 LUMP| 20000.00000 20000.00| 30000.00000 30000.00| 25250.00000 25250.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0260 640-03 LUMP| 4000.00000 4000.00| 11000.00000 11000.00| 12250.00000 12250.00 BUILDING EQUIPMENT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/27/98 PAGE : 002 -13 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9715003 COUNTIES : RANDOLPH LETTING DATE : 08/25/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 55-0535003 |(5) 55-0345840 |(6) 25-1493101 |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. |UPON THIS ROCK CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0265 642-01 494.000 M | 0.80000 395.20| 1.50000 741.00| 20.00000 9880.00 TEMPORARY BERMS | | | 0270 642-02 32.000 M | 29.00000 928.00| 116.00000 3712.00| 30.00000 960.00 SLOPE DRAINS | | | 0275 642-031 187.000 EA | 160.00000 29920.00| 120.00000 22440.00| 100.00000 18700.00 DITCH CHECKS | | | 0280 642-032 1.000 EA | 700.00000 700.00| 575.00000 575.00| 2000.00000 2000.00 CHECK DAMS | | | 0285 642-033 1224.000 M3 | 6.10000 7466.40| 3.50000 4284.00| 15.00000 18360.00 SEDIMENT TRAP | | | 0290 642-034 11122.000 M3 | 0.01000 111.22| 3.60000 40039.20| 6.00000 66732.00 SEDIMENT DAM | | | 0295 642-035 1.000 EA | 12500.00000 12500.00| 3900.00000 3900.00| 6250.00000 6250.00 RISER | | | 0300 642-036 50760.000 M3 | 4.20000 213192.00| 2.00000 101520.00| 1.00000 50760.00 SEDIMENT REMOVAL | | | 0305 642-041 869.000 KG | 1.00000 869.00| 1.00000 869.00| 1.00000 869.00 TEMPORARY SEED | | | 0310 642-044 1893.000 KG | 4.30000 8139.90| 4.30000 8139.90| 4.10000 7761.30 SEED MIXTURE L | | | 0320 642-051 44.000 MGR | 400.00000 17600.00| 400.00000 17600.00| 375.00000 16500.00 STRAW OR HAY MULCH | | | 0325 642-052 40.000 MGR | 725.00000 29000.00| 720.00000 28800.00| 680.00000 27200.00 WOOD CELLULOSE FIBER MULCH | | | 0330 642-06 11.000 MGR | 685.00000 7535.00| 700.00000 7700.00| 650.00000 7150.00 FERTILIZER | | | 0335 642-07 128.000 M2 | 1.60000 204.80| 1.60000 204.80| 1.50000 192.00 FIBER MATTING | | | 0340 642-08 158.000 M | 72.00000 11376.00| 65.00000 10270.00| 125.00000 19750.00 TEMPORARY PIPE | | | 0345 642-09 1290.000 M | 0.80000 1032.00| 0.30000 387.00| 25.00000 32250.00 CONTOUR DITCH | | | 0350 642-10 43.000 MGR | 27.00000 1161.00| 26.00000 1118.00| 25.00000 1075.00 AGRICULTURAL LIMESTONE | | | 0355 642-11 1392.000 EA | 9.00000 12528.00| 16.00000 22272.00| 4.00000 5568.00 HAY OR STRAW BALES | | | 0360 642-12 1272.000 M | 22.00000 27984.00| 13.00000 16536.00| 5.50000 6996.00 SILT FENCE | | | 0365 652-01 43.000 MGR | 26.50000 1139.50| 26.00000 1118.00| 25.00000 1075.00 AGRICULTURAL LIMESTONE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/27/98 PAGE : 002 -14 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9715003 COUNTIES : RANDOLPH LETTING DATE : 08/25/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 55-0535003 |(5) 55-0345840 |(6) 25-1493101 |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. |UPON THIS ROCK CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0370 652-021 6.000 MGR | 1350.00000 8100.00| 1400.00000 8400.00| 1260.00000 7560.00 FERTILIZER 10-20-10 | | | 0375 652-022 4.000 MGR | 1375.00000 5500.00| 1400.00000 5600.00| 1260.00000 5040.00 UREA FORMALDEHYDE FERTILIZER | | | 0380 652-035 1893.000 KG | 6.00000 11358.00| 6.00000 11358.00| 5.60000 10600.80 SEED MIXTURE L | | | 0390 652-041 44.000 MGR | 160.00000 7040.00| 160.00000 7040.00| 150.00000 6600.00 STRAW OR HAY MULCH | | | 0395 652-042 40.000 MGR | 310.00000 12400.00| 310.00000 12400.00| 290.00000 11600.00 WOOD CELLULOSE FIBER MULCH | | | 0400 655-02A 3864.000 M2 | 6.00000 23184.00| 6.00000 23184.00| 5.50000 21252.00 PERMANENT EROSION MATTING, TYPE A | | | 0405 664-014 2.000 EA | 6500.00000 13000.00| 9700.00000 19400.00| 9000.00000 18000.00 IMPACT ATTENUATING DEVICE TYPE IV | | | 0415 681-01 LUMP| 2100.00000 2100.00| 910.00000 910.00| 5000.00000 5000.00 ASBESTOS ABATEMENT ,681-01(02) | | | 0435 401-1(1)SG AA1 2449.000 MGR | 37.00000 90613.00| 33.00000 80817.00| 31.00000 75919.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0440 401-1(1)S AA2 2335.000 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0445 402-01(1)SG BB1 262.000 MGR | 43.00000 11266.00| 42.00000 11004.00| 38.00000 9956.00 HOT MIX ASPHALT SKID PAVEMENT, STONE OR | | | GRAVEL | | | 0450 402-01(1)S BB2 252.000 MGR | | | HOT MIX ASPHALT SKID PAVEMENT, SLAG | | | 0455 604-760600A2 CC1 228.000 M | 520.00000 118560.00| 400.00000 91200.00| 150.00000 34200.00 ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 600MM, A2 | | | 0460 604-250600B2 CC2 228.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE, 600MM, | | | B2 | | | 0465 604-760750C7 DD1 23.000 M | 900.00000 20700.00| 480.00000 11040.00| 335.00000 7705.00 ALLUMINUM COATED CORRUGATED STEEL PIPE, | | | 750MM, C7 | | | 0470 604-250750D3 DD2 23.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE, 750MM, | | | D3 | | | 0475 604-760900A7 EE1 95.000 M | 1000.00000 95000.00| 660.00000 62700.00| 220.00000 20900.00 ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 900MM, A7 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/27/98 PAGE : 002 -15 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9715003 COUNTIES : RANDOLPH LETTING DATE : 08/25/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 55-0535003 |(5) 55-0345840 |(6) 25-1493101 |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. |UPON THIS ROCK CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 604-250900A3 EE2 95.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE 900MM,A3 | | | 0482 636-02SG FF1 2000.000 MGR | 19.00000 38000.00| 13.00000 26000.00| 24.00000 48000.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0483 636-02S FF2 1820.000 MGR | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 13,984,303.30| $ 13,995,298.47| $ 14,497,704.43 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE NO. 4281 | | | 0485 212-01 2406.000 M3 | 28.00000 67368.00| 45.00000 108270.00| 20.00000 48120.00 STRUCTURE EXCAVATION | | | 0490 212-05 160.000 M3 | 93.00000 14880.00| 73.00000 11680.00| 75.00000 12000.00 SELECT MATERIAL FOR BACKFILLING | | | 0495 218-04200 1930.000 M2 | 69.00000 133170.00| 16.00000 30880.00| 25.00000 48250.00 CRUSHED ROCK SLOPE PROTECTION 200MM | | | 0500 601-02 692.000 M3 | 425.00000 294100.00| 385.00000 266420.00| 600.00000 415200.00 CLASS B CONCRETE | | | 0505 601-02-A 712.000 M3 | 435.00000 309720.00| 575.00000 409400.00| 685.00000 487720.00 CLASS B CONCRETE, ARCHITECTURAL | | | 0510 601-03 914.000 M3 | 525.00000 479850.00| 800.00000 731200.00| 750.00000 685500.00 CLASS K CONCRETE | | | 0515 601-03-A 131.000 M3 | 535.00000 70085.00| 1400.00000 183400.00| 850.00000 111350.00 CLASS K CONCRETE, ARCHITECTURAL | | | 0520 602-01 149626.000 KG | 1.60000 239401.60| 1.30000 194513.80| 1.25000 187032.50 REIN STEEL BARS | | | 0525 602-02 212734.000 KG | 2.10000 446741.40| 1.45000 308464.30| 1.50000 319101.00 EPOXY COATED REINFORCING BARS | | | 0530 603-01 1280.000 M | 590.00000 755200.00| 830.00000 1062400.00| 525.00000 672000.00 PRESTRESSED CONCRETE BEAMS | | | 0535 616-05H250062 922.000 M | 160.00000 147520.00| 110.00000 101420.00| 250.00000 230500.00 STEEL BEARING PILES, HP 250X62, | | | PRE-DRILLED AND DRIVEN | | | 0540 617-03 342.000 M | 150.00000 51300.00| 160.00000 54720.00| 150.00000 51300.00 ALUMINUM RAILING | | | 0545 639-01 LUMP| 22000.00000 22000.00| 1.00000 1.00| 32250.00000 32250.00 CONSTRUCTION LAYOUT STAKES | | | 0550 679-06 LUMP| 4200.00000 4200.00| 3700.00000 3700.00| 1000.00000 1000.00 TEST SLAB | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/27/98 PAGE : 002 -16 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9715003 COUNTIES : RANDOLPH LETTING DATE : 08/25/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 55-0535003 |(5) 55-0345840 |(6) 25-1493101 |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. |UPON THIS ROCK CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0555 679-02 GG1 175.000 M3 | | | LATEX MODIFIED PORTLAND CEMENT MORTAR | | | OR CONCRETE OVERLAYMENT OF BRIDGE DECK | | | 0560 679-04 GG2 175.000 M3 | 900.00000 157500.00| 590.00000 103250.00| 800.00000 140000.00 MICROSILICA CONCRETE OVERLAY | | | SECTION TOTALS | $ 3,193,036.00| $ 3,569,719.10| $ 3,441,323.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 ROADWAY SIGNING | | | 0565 657-06W150018 11.000 M | 85.00000 935.00| 85.00000 935.00| 80.00000 880.00 A-441 SUPPORTS, W 150X18, GALVANIZED | | | 0570 657-06W200026 22.000 M | 100.00000 2200.00| 98.00000 2156.00| 92.00000 2024.00 A-441 SUPPORTS, W 200X26.6 GALVANIZED | | | 0575 657-08 89.000 M | 15.00000 1335.00| 14.00000 1246.00| 13.94000 1240.66 2.98KG CHANNEL POST | | | 0580 657-10 44.000 M | 20.00000 880.00| 20.00000 880.00| 18.05000 794.20 4.5KG CHANNEL POST | | | 0585 657-17 3.390 M3 | 1050.00000 3559.50| 1050.00000 3559.50| 985.00000 3339.15 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0590 661-011 7.000 M2 | 200.00000 1400.00| 190.00000 1330.00| 182.00000 1274.00 2MM FLAT SHEET SIGNS | | | 0595 661-02 27.000 M2 | 155.00000 4185.00| 250.00000 6750.00| 240.00000 6480.00 EXTRUDED PANEL SIGNS | | | 0600 661-041 42.000 EA | 3.20000 134.40| 3.20000 134.40| 3.00000 126.00 DELINEATORS, REFLEX REFLECTOR, WHITE | | | SINGLE | | | 0605 661-07 2.000 UN | 23.00000 46.00| 23.00000 46.00| 22.00000 44.00 DELINEATOR, AMBER, THREE PER UNIT | | | 0610 661-08 4.000 EA | 65.00000 260.00| 64.00000 256.00| 60.00000 240.00 DELINEATOR BRACKET, TYPE A | | | SECTION TOTALS | $ 14,934.90| $ 17,292.90| $ 16,442.01 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 PAVEMENT MARKINGS | | | 0615 663-0112W 2544.000 M | 0.42000 1068.48| 0.45000 1144.80| 0.40000 1017.60 EDGE LINE WHITE TYPE II | | | 0620 663-0112Y 2544.000 M | 0.42000 1068.48| 0.45000 1144.80| 0.40000 1017.60 EDGE LINE YELLOW TYPE II | | | 0625 663-0212W 884.000 M | 0.51000 450.84| 0.50000 442.00| 0.48000 424.32 LANE LINE OR CENTER LINE WHITE TYPE II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/27/98 PAGE : 002 -17 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9715003 COUNTIES : RANDOLPH LETTING DATE : 08/25/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 55-0535003 |(5) 55-0345840 |(6) 25-1493101 |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. |UPON THIS ROCK CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0627 663-042 30.000 M | 0.80000 24.00| 0.80000 24.00| 0.75000 22.50 TYPE II CHANNELIZING LINES | | | 0630 663-055 5.000 M | 48.00000 240.00| 48.00000 240.00| 45.00000 225.00 TYPE V STOP LINES | | | 0632 663-105 2.000 EA | 205.00000 410.00| 200.00000 400.00| 195.00000 390.00 TYPE V LANE ARROWS | | | SECTION TOTALS | $ 3,261.80| $ 3,395.60| $ 3,097.02 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 COMPUTER SYSTEM | | | 0635 640-04 LUMP| 10000.00000 10000.00| 7000.00000 7000.00| 5250.00000 5250.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 10,000.00| $ 7,000.00| $ 5,250.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 TRAINING | | | 0640 699 3000.000 HR | 0.80000 2400.00| 0.80000 2400.00| 0.80000 2400.00 ON JOB TRAINING | | | SECTION TOTALS | $ 2,400.00| $ 2,400.00| $ 2,400.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 17,207,936.00| $ 17,595,106.07| $ 17,966,216.96 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/27/98 PAGE : 002 -18 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9715003 COUNTIES : RANDOLPH LETTING DATE : 08/25/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(7) 25-1269025 | | |MASHUDA CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE, DRAIN AND PAVE | | | 0005 201-01 1.000 LS | 338000.00000 338000.00| | CLEARING AND GRUBBING | | | 0010 202-01 1.000 LS | 6000.00000 6000.00| | BUILDING DEMOLITION ,202-01(01) | | | 0015 202-01 1.000 LS | 4500.00000 4500.00| | BUILDING DEMOLITION ,202-01(02) | | | 0035 202-02 LUMP| 1100.00000 1100.00| | WATER WELL ABANDONMENT ,202-02(59) | | | 0040 202-03 LUMP| 1000.00000 1000.00| | SEPTIC TANK ABANDONMENT ,202-03(01) | | | 0045 202-03 LUMP| 1000.00000 1000.00| | SEPTIC TANK ABANDONMENT ,202-03(02) | | | 0050 202-03 LUMP| 1000.00000 1000.00| | SEPTIC TANK ABANDONMENT ,202-03(48) | | | 0055 202-03 LUMP| 1000.00000 1000.00| | SEPTIC TANK ABANDONMENT ,202-03(59) | | | 0060 204-01 LUMP| 461730.00000 461730.00| | MOBILIZATION | | | 0065 207-01 1974784.000 M3 | 5.20000 10268876.80| | UNCLASSIFIED EXCAVATION | | | 0070 207-02 4337.000 M3 | 24.00000 104088.00| | SUBGRADE | | | 0075 207-34 30748.000 M2 | 1.10000 33822.80| | FABRIC FOR SEPARATION | | | 0080 307-01 984.000 M3 | 28.00000 27552.00| | CLASS I AGGREGATE BASE COURSE | | | 0082 211-02 7269.000 M3 | 38.20000 277675.80| | ROCK BORROW EXCAVATION | | | 0085 311-06 2821.000 M3 | 49.00000 138229.00| | OPEN GRADED FREE DRAINING BASE | | | 0086 408-02 14277.000 L | 0.60000 8566.20| | BITUMINOUS MATERIAL | | | 0090 501-01250 1950.000 M2 | 72.00000 140400.00| | REIN PORTLAND CEMENT CONCRETE PAVEMENT | | | 250MM | | | 0095 501-05275 25823.000 M2 | 45.00000 1162035.00| | NON-REIN PORTLAND CEMENT CONCRETE | | | PAVEMENT 275MM | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/27/98 PAGE : 002 -19 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9715003 COUNTIES : RANDOLPH LETTING DATE : 08/25/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(7) 25-1269025 | | |MASHUDA CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 502-01300 240.000 M2 | 130.00000 31200.00| | PORTLAND CEMENT CONCRETE APPRACH SLAB | | | 300MM | | | 0100 601-02 66.720 M3 | 1750.00000 116760.00| | CLASS B CONCRETE | | | 0102 501-10 2.000 EA | 6000.00000 12000.00| | BRIDGE APPROACH EXPANSION JOINT | | | 0110 604-090900 1.000 EA | 900.00000 900.00| | END SECTION FOR CORRUGATED STEEL PIPE, | | | 900MM | | | 0115 604-3704503 591.000 M | 135.00000 79785.00| | REINFORCED CONCRETE PIPE, 450MM, CLIII | | | 0120 604-3706003 199.000 M | 215.00000 42785.00| | REINFORCED CONCRETE PIPE, 600MM, CLASS | | | III | | | 0125 604-3707503 106.000 M | 255.00000 27030.00| | REINFORCED CONCRETE PIPE, 750MM, CLASS | | | III | | | 0130 604-3709003 249.000 M | 330.00000 82170.00| | REINFORCED CONCRETE PIPE, 900MM, CL III | | | 0135 604-761500C3 253.000 M | 835.00000 211255.00| | ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 1500MM, C3 | | | 0140 605-09 22.000 EA | 2500.00000 55000.00| | TYPE G INLET | | | 0145 605-091 4.000 EA | 9300.00000 37200.00| | TYPE G INLET, MODIFIED | | | 0147 606-22 15.000 M3 | 40.00000 600.00| | CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 0148 606-250150 45.000 M | 32.00000 1440.00| | UNDERDRAIN PIPE 150MM | | | 0150 606-29 2507.000 M | 25.50000 63928.50| | FREE DRAINING BASE (FDB) TRENCH | | | 0155 606-30 1451.000 M | 76.00000 110276.00| | OUTLET PIPE | | | 0160 607-011 907.000 M | 32.75000 29704.25| | TYPE 1 GUARDRAIL, CLASS I | | | 0165 607-012 165.000 M | 25.00000 4125.00| | TYPE 1 GUARDRAIL CLASS II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/27/98 PAGE : 002 -20 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9715003 COUNTIES : RANDOLPH LETTING DATE : 08/25/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(7) 25-1269025 | | |MASHUDA CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 607-25B 1.000 EA | 400.00000 400.00| | CUT SLOPE TERMINAL, TYPE B | | | 0175 607-28 3.000 EA | 800.00000 2400.00| | MODIFIED ECCENTRIC LOADER TERMINAL | | | 0180 607-30 3.000 EA | 425.00000 1275.00| | SPECIAL TRAILING END TERMINAL | | | 0185 608-0211 2665.000 M | 27.90000 74353.50| | RIGHT OF WAY FENCE FARM FIELD 1.19M | | | 0190 633-03 315.000 M3 | 16.00000 5040.00| | DUMPED ROCK GUTTER | | | 0200 636-11 4550.000 UN | 1.20000 5460.00| | TRAFFIC CONTROL DEVICE | | | 0202 636-12 2.000 EA | 300.00000 600.00| | CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 0205 636-13 45.000 EA | 3.00000 135.00| | CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 0210 636-14 1080.000 HR | 35.00000 37800.00| | FLAGGER | | | 0215 636-17 500.000 M | 89.50000 44750.00| | TEMPORARY CONCRETE BARRIERS | | | 0220 636-25A 260.000 DA | 0.50000 130.00| | WARNING LIGHTS TYPE A | | | 0225 636-25B 1500.000 DA | 1.80000 2700.00| | WARNING LIGHTS TYPE B | | | 0230 636-25C 4500.000 DA | 0.50000 2250.00| | WARNING LIGHTS TYPE C | | | 0235 637-01 1000.000 M3 | 12.00000 12000.00| | WATER FOR DUST PALLIATIVE | | | 0240 638-02 16.000 EA | 200.00000 3200.00| | RIGHT OF WAY MARKERS | | | 0245 638-03 5.000 EA | 300.00000 1500.00| | SURVEY MARKERS | | | 0250 639-01 LUMP| 130000.00000 130000.00| | CONSTRUCTION LAYOUT STAKES | | | 0255 640-01 LUMP| 13000.00000 13000.00| | STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0260 640-03 LUMP| 7000.00000 7000.00| | BUILDING EQUIPMENT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/27/98 PAGE : 002 -21 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9715003 COUNTIES : RANDOLPH LETTING DATE : 08/25/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(7) 25-1269025 | | |MASHUDA CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0265 642-01 494.000 M | 3.00000 1482.00| | TEMPORARY BERMS | | | 0270 642-02 32.000 M | 60.00000 1920.00| | SLOPE DRAINS | | | 0275 642-031 187.000 EA | 100.00000 18700.00| | DITCH CHECKS | | | 0280 642-032 1.000 EA | 1000.00000 1000.00| | CHECK DAMS | | | 0285 642-033 1224.000 M3 | 8.00000 9792.00| | SEDIMENT TRAP | | | 0290 642-034 11122.000 M3 | 8.00000 88976.00| | SEDIMENT DAM | | | 0295 642-035 1.000 EA | 8500.00000 8500.00| | RISER | | | 0300 642-036 50760.000 M3 | 5.00000 253800.00| | SEDIMENT REMOVAL | | | 0305 642-041 869.000 KG | 1.00000 869.00| | TEMPORARY SEED | | | 0310 642-044 1893.000 KG | 4.10000 7761.30| | SEED MIXTURE L | | | 0320 642-051 44.000 MGR | 375.00000 16500.00| | STRAW OR HAY MULCH | | | 0325 642-052 40.000 MGR | 680.00000 27200.00| | WOOD CELLULOSE FIBER MULCH | | | 0330 642-06 11.000 MGR | 650.00000 7150.00| | FERTILIZER | | | 0335 642-07 128.000 M2 | 1.50000 192.00| | FIBER MATTING | | | 0340 642-08 158.000 M | 85.00000 13430.00| | TEMPORARY PIPE | | | 0345 642-09 1290.000 M | 1.00000 1290.00| | CONTOUR DITCH | | | 0350 642-10 43.000 MGR | 25.00000 1075.00| | AGRICULTURAL LIMESTONE | | | 0355 642-11 1392.000 EA | 5.00000 6960.00| | HAY OR STRAW BALES | | | 0360 642-12 1272.000 M | 10.00000 12720.00| | SILT FENCE | | | 0365 652-01 43.000 MGR | 25.00000 1075.00| | AGRICULTURAL LIMESTONE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/27/98 PAGE : 002 -22 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9715003 COUNTIES : RANDOLPH LETTING DATE : 08/25/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(7) 25-1269025 | | |MASHUDA CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0370 652-021 6.000 MGR | 1260.00000 7560.00| | FERTILIZER 10-20-10 | | | 0375 652-022 4.000 MGR | 1300.00000 5200.00| | UREA FORMALDEHYDE FERTILIZER | | | 0380 652-035 1893.000 KG | 5.60000 10600.80| | SEED MIXTURE L | | | 0390 652-041 44.000 MGR | 150.00000 6600.00| | STRAW OR HAY MULCH | | | 0395 652-042 40.000 MGR | 290.00000 11600.00| | WOOD CELLULOSE FIBER MULCH | | | 0400 655-02A 3864.000 M2 | 5.50000 21252.00| | PERMANENT EROSION MATTING, TYPE A | | | 0405 664-014 2.000 EA | 9000.00000 18000.00| | IMPACT ATTENUATING DEVICE TYPE IV | | | 0415 681-01 LUMP| 2100.00000 2100.00| | ASBESTOS ABATEMENT ,681-01(02) | | | 0435 401-1(1)SG AA1 2449.000 MGR | 30.60000 74939.40| | HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0440 401-1(1)S AA2 2335.000 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0445 402-01(1)SG BB1 262.000 MGR | 38.00000 9956.00| | HOT MIX ASPHALT SKID PAVEMENT, STONE OR | | | GRAVEL | | | 0450 402-01(1)S BB2 252.000 MGR | | | HOT MIX ASPHALT SKID PAVEMENT, SLAG | | | 0455 604-760600A2 CC1 228.000 M | 145.00000 33060.00| | ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 600MM, A2 | | | 0460 604-250600B2 CC2 228.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE, 600MM, | | | B2 | | | 0465 604-760750C7 DD1 23.000 M | 225.00000 5175.00| | ALLUMINUM COATED CORRUGATED STEEL PIPE, | | | 750MM, C7 | | | 0470 604-250750D3 DD2 23.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE, 750MM, | | | D3 | | | 0475 604-760900A7 EE1 95.000 M | 356.00000 33820.00| | ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 900MM, A7 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/27/98 PAGE : 002 -23 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9715003 COUNTIES : RANDOLPH LETTING DATE : 08/25/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(7) 25-1269025 | | |MASHUDA CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 604-250900A3 EE2 95.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE 900MM,A3 | | | 0482 636-02SG FF1 2000.000 MGR | 14.00000 28000.00| | AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0483 636-02S FF2 1820.000 MGR | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 14,974,983.35| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE NO. 4281 | | | 0485 212-01 2406.000 M3 | 26.00000 62556.00| | STRUCTURE EXCAVATION | | | 0490 212-05 160.000 M3 | 88.00000 14080.00| | SELECT MATERIAL FOR BACKFILLING | | | 0495 218-04200 1930.000 M2 | 65.00000 125450.00| | CRUSHED ROCK SLOPE PROTECTION 200MM | | | 0500 601-02 692.000 M3 | 400.00000 276800.00| | CLASS B CONCRETE | | | 0505 601-02-A 712.000 M3 | 410.00000 291920.00| | CLASS B CONCRETE, ARCHITECTURAL | | | 0510 601-03 914.000 M3 | 496.00000 453344.00| | CLASS K CONCRETE | | | 0515 601-03-A 131.000 M3 | 506.00000 66286.00| | CLASS K CONCRETE, ARCHITECTURAL | | | 0520 602-01 149626.000 KG | 1.50000 224439.00| | REIN STEEL BARS | | | 0525 602-02 212734.000 KG | 2.00000 425468.00| | EPOXY COATED REINFORCING BARS | | | 0530 603-01 1280.000 M | 556.00000 711680.00| | PRESTRESSED CONCRETE BEAMS | | | 0535 616-05H250062 922.000 M | 150.00000 138300.00| | STEEL BEARING PILES, HP 250X62, | | | PRE-DRILLED AND DRIVEN | | | 0540 617-03 342.000 M | 140.00000 47880.00| | ALUMINUM RAILING | | | 0545 639-01 LUMP| 20000.00000 20000.00| | CONSTRUCTION LAYOUT STAKES | | | 0550 679-06 LUMP| 4000.00000 4000.00| | TEST SLAB | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/27/98 PAGE : 002 -24 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9715003 COUNTIES : RANDOLPH LETTING DATE : 08/25/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(7) 25-1269025 | | |MASHUDA CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0555 679-02 GG1 175.000 M3 | | | LATEX MODIFIED PORTLAND CEMENT MORTAR | | | OR CONCRETE OVERLAYMENT OF BRIDGE DECK | | | 0560 679-04 GG2 175.000 M3 | 860.00000 150500.00| | MICROSILICA CONCRETE OVERLAY | | | SECTION TOTALS | $ 3,012,703.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 ROADWAY SIGNING | | | 0565 657-06W150018 11.000 M | 80.00000 880.00| | A-441 SUPPORTS, W 150X18, GALVANIZED | | | 0570 657-06W200026 22.000 M | 92.00000 2024.00| | A-441 SUPPORTS, W 200X26.6 GALVANIZED | | | 0575 657-08 89.000 M | 13.94000 1240.66| | 2.98KG CHANNEL POST | | | 0580 657-10 44.000 M | 18.05000 794.20| | 4.5KG CHANNEL POST | | | 0585 657-17 3.390 M3 | 985.00000 3339.15| | CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0590 661-011 7.000 M2 | 182.00000 1274.00| | 2MM FLAT SHEET SIGNS | | | 0595 661-02 27.000 M2 | 240.00000 6480.00| | EXTRUDED PANEL SIGNS | | | 0600 661-041 42.000 EA | 3.00000 126.00| | DELINEATORS, REFLEX REFLECTOR, WHITE | | | SINGLE | | | 0605 661-07 2.000 UN | 22.00000 44.00| | DELINEATOR, AMBER, THREE PER UNIT | | | 0610 661-08 4.000 EA | 60.00000 240.00| | DELINEATOR BRACKET, TYPE A | | | SECTION TOTALS | $ 16,442.01| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 PAVEMENT MARKINGS | | | 0615 663-0112W 2544.000 M | 0.40000 1017.60| | EDGE LINE WHITE TYPE II | | | 0620 663-0112Y 2544.000 M | 0.40000 1017.60| | EDGE LINE YELLOW TYPE II | | | 0625 663-0212W 884.000 M | 0.48000 424.32| | LANE LINE OR CENTER LINE WHITE TYPE II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/27/98 PAGE : 002 -25 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9715003 COUNTIES : RANDOLPH LETTING DATE : 08/25/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(7) 25-1269025 | | |MASHUDA CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0627 663-042 30.000 M | 0.75000 22.50| | TYPE II CHANNELIZING LINES | | | 0630 663-055 5.000 M | 45.00000 225.00| | TYPE V STOP LINES | | | 0632 663-105 2.000 EA | 195.00000 390.00| | TYPE V LANE ARROWS | | | SECTION TOTALS | $ 3,097.02| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 COMPUTER SYSTEM | | | 0635 640-04 LUMP| 10000.00000 10000.00| | COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 10,000.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 TRAINING | | | 0640 699 3000.000 HR | 0.80000 2400.00| | ON JOB TRAINING | | | SECTION TOTALS | $ 2,400.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 18,019,625.38| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/27/98 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 9708612 COUNTIES : LINCOLN LETTING DATE : 08/25/98 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : MUD RIVER ROAD PROJECT(S) : S322-0001/00-004.70 00 0STP 0001 107 EQ0 LOCATION: 1.14 MI N CR 1/1 - 1.2 MI N CR 1/1 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 34-1632350 B.B.R. DRILLING COMPANY, PAUL C. BALCAR, DBA $ 239,560.50 100.0000% 2 55-0417282 TURMAN CONSTRUCTION CO. $ 259,163.75 108.1830% 3 31-4444098 ALAN STONE CO., INC. $ 298,886.97 124.7647% 62-1345425 BILCO CONSTRUCTION COMPANY, INC. IRREGULAR 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/27/98 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9708612 COUNTIES : LINCOLN LETTING DATE : 08/25/98 10:00 A.M. DISTRICT : 02 SET-ASIDE : Standard ==================================================================================================================================== |(1) 34-1632350 |(2) 55-0417282 |(3) 31-4444098 |B.B.R. DRILLING COMPANY |TURMAN CONSTRUCTION CO. |ALAN STONE CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SLIDE REPAIR | | | 0005 204-01 LUMP| 5000.00000 5000.00| 12000.00000 12000.00| 10000.00000 10000.00 MOBILIZATION | | | 0010 207-02 500.000 M3 | 45.50000 22750.00| 40.00000 20000.00| 48.40000 24200.00 SUBGRADE | | | 0015 207-34 800.000 M2 | 5.00000 4000.00| 1.25000 1000.00| 1.80000 1440.00 FABRIC FOR SEPARATION | | | 0020 409-02 300.000 L | 1.00000 300.00| 0.75000 225.00| 1.00000 300.00 BITUMINOUS MATERIAL PRIME | | | 0025 614-4 220.000 M2 | 65.00000 14300.00| 75.00000 16500.00| 86.11000 18944.20 TIMBER LAGGING | | | 0030 636-11 880.000 UN | 2.00000 1760.00| 2.00000 1760.00| 2.12000 1865.60 TRAFFIC CONTROL DEVICE | | | 0035 636-14 260.000 HR | 35.00000 9100.00| 35.00000 9100.00| 33.00000 8580.00 FLAGGER | | | 0040 639-01 LUMP| 5000.00000 5000.00| 2000.00000 2000.00| 3000.00000 3000.00 CONSTRUCTION LAYOUT STAKES | | | 0045 642-13 LUMP| 2000.00000 2000.00| 750.00000 750.00| 1000.00000 1000.00 TEMPORARY POLLUTION CONTROL | | | 0050 307-01SG AA1 600.000 MGR | 28.00000 16800.00| 30.00000 18000.00| 30.00000 18000.00 CLASS 1 AGGREGATE BASE COURSE | | | STONE/GRAVE | | | 0055 307-01S AA2 545.000 MGR | | | CLASS 1 AGGREGATE BASE COURSE SLAG | | | 0060 308-01SG BB1 26.200 MGR | 90.00000 2358.00| 75.00000 1965.00| 75.00000 1965.00 CLASS I AGGREGATE BASE COURSE, | | | STONE/GRAVEL | | | 0065 308-01S BB2 23.800 MGR | | | CLASS I AGGREGATE BASE COURSE, SLAG | | | 0070 308-07SG CC1 200.000 MGR | 26.00000 5200.00| 75.00000 15000.00| 60.00000 12000.00 CLASS 7 AGGREGATE STONE OR GRAVEL | | | 0075 308-07S CC2 182.000 MGR | | | CLASS 7 AGGREGATE, SLAG | | | 0080 401-1(1)SG DD1 280.000 MGR | 59.50000 16660.00| 60.00000 16800.00| 60.00000 16800.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0085 401-1(1)S DD2 255.000 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0090 401-2(1)SG EE1 50.000 MGR | 78.00000 3900.00| 75.00000 3750.00| 88.00000 4400.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/27/98 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9708612 COUNTIES : LINCOLN LETTING DATE : 08/25/98 10:00 A.M. DISTRICT : 02 SET-ASIDE : Standard ==================================================================================================================================== |(1) 34-1632350 |(2) 55-0417282 |(3) 31-4444098 |B.B.R. DRILLING COMPANY |TURMAN CONSTRUCTION CO. |ALAN STONE CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 401-2(1)S EE2 46.000 MGR | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | 0100 614-1H250085 FF1 790.500 M | | | STEEL PILES, HP 250X85 | | | 0105 614-1W250073 FF2 790.500 M | 165.00000 130432.50| 177.50000 140313.75| 223.14000 176392.17 STEEL PILES, W 250X73 | | | SECTION TOTALS | $ 239,560.50| $ 259,163.75| $ 298,886.97 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 239,560.50| $ 259,163.75| $ 298,886.97 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/27/98 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 9727311R1 COUNTIES : KANAWHA LETTING DATE : 08/25/98 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : SISSONVILLE HIGHSCHOOL PROJECT(S) : U320-0622/00-013.98 00 LOCATION: CR - 0.62 MI N (LAUREL MEADOWS) 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 557,312.45 100.0000% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/27/98 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9727311R1 COUNTIES : KANAWHA LETTING DATE : 08/25/98 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 | | |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 WIDENING | | | 0001 639-01 LUMP| 24000.00000 24000.00| | CONSTRUCTION LAYOUT STAKES | | | 0005 207-01 2040.000 CY | 18.00000 36720.00| | UNCLASSIFIED EXCAVATION | | | 0010 207-34 4613.000 SY | 1.50000 6919.50| | FABRIC FOR SEPARATION | | | 0015 229-01 0.290 LM | 16000.00000 4640.00| | SHOULDERS AND DITCHES | | | 0020 408-02 1868.000 GA | 1.10000 2054.80| | BITUMINOUS MATERIAL | | | 0025 409-02 1084.000 GA | 1.10000 1192.40| | BITUMINOUS MATERIAL | | | 0030 415-01 6015.000 SY | 1.60000 9624.00| | REMOVE BITUMINOUS CONCRETE SURFACE | | | 0035 604-52(18) 1477.000 LF | 70.00000 103390.00| | POLYVINYLCHLORIDE PIPE | | | 0040 605-04 22.000 EA | 2600.00000 57200.00| | TYPE B INLET | | | 0045 605-09 1.000 EA | 3400.00000 3400.00| | TYPE G INLET | | | 0050 606-22 120.000 CY | 55.00000 6600.00| | CRUSHED STONE, GRAVEL,OR SILICA SAND | | | FOR UNDERDRAINS | | | 0055 606-25(4) 1167.000 LF | 16.00000 18672.00| | UNDERDRAIN PIPE | | | 0060 607-01(II) 108.000 LF | 15.00000 1620.00| | TYPE 1 GUARDRAIL | | | 0070 607-09-1 858.000 LF | 8.00000 6864.00| | TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0075 610-05(II) 1668.000 LF | 5.00000 8340.00| | BITUMINOUS CURBING | | | 0080 622-03 8.000 EA | 200.00000 1600.00| | CANTILEVER MAILBOX SUPPORT | | | 0085 636-08 9840.000 LF | 0.40000 3936.00| | TEMPORARY PAVEMENT MARKINGS-PAINT 4" | | | SOLID LINE | | | 0090 636-11 5635.000 UN | 0.25000 1408.75| | TRAFFIC CONTROL DEVICES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/27/98 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9727311R1 COUNTIES : KANAWHA LETTING DATE : 08/25/98 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 | | |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 636-14 1060.000 HR | 44.00000 46640.00| | FLAGGER | | | 0100 660-07 LUMP| 4000.00000 4000.00| | MISCELLANEOUS SIGNAL | | | 0105 661-02 12.000 SF | 200.00000 2400.00| | EXTRUDED PANEL SIGNS | | | 0110 663-01-1(II)W 4920.000 LF | 0.30000 1476.00| | EDGE LINE, WHITE | | | 0115 663-01-1(II)Y 4920.000 LF | 0.30000 1476.00| | EDGE LINE, YELLOW | | | 0120 663-07(V)Y 150.000 LF | 7.00000 1050.00| | TYPE V, STRIPES, YELLOW | | | 0125 663-10(V) 24.000 EA | 250.00000 6000.00| | TYPE V, LANE ARROWS | | | 0130 663-11(V) 4.000 EA | 80.00000 320.00| | TYPE V, LANE LETTERS | | | 0135 307-01SG AA1 1709.000 TN | 25.00000 42725.00| | CLASS 1 AGGREGATE BASE COURSE STONE OR | | | GRAVEL | | | 0140 307-01S AA2 1538.000 TN | | | CLASS 1 AGGREGATE BASE COURSE SLAG | | | 0145 308-01SG BB1 66.000 TN | 46.00000 3036.00| | CLASS 1 AGGREGATE, STONE OR GRAVEL | | | 0150 308-01S BB2 60.000 TN | | | CLASS 1 AGGREGATE, SLAG | | | 0155 401-1(1)SG CC1 3044.000 TN | 34.50000 105018.00| | HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0160 401-1(1)S CC2 2990.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0165 407-7SG DD1 273.000 TN | 55.00000 15015.00| | SCRATCH COURSE, STONE OR GRAVEL | | | 0170 401-7S DD2 250.000 TN | | | SCRATCH COURSE, SLAG | | | 0175 402-01(1)SG EE1 545.000 TN | 55.00000 29975.00| | HMA SKID PVT, (W-1) ST OR GR | | | 0180 402-01(1)S EE2 500.000 TN | | | HMA SKID PVT, (W-1) SLAG | | | SECTION TOTALS | $ 557,312.45| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 557,312.45| | ====================================================================================================================================