1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 9715011 COUNTIES : RANDOLPH LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 08 CONTRACT DESCRIPTION : CORRIDOR H - NORTH OF ELKINS PROJECT(S) : X342-000H/00-031.00 04 0APD 0484 144 000 LOCATION: CR 14 TO CR 14 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0328627 J. F. ALLEN COMPANY $ 21,330,482.88 100.0000% 2 25-1493101 UPON THIS ROCK CONSTRUCTION, INC. $ 21,776,872.20 102.0927% 3 55-0345840 VECELLIO & GROGAN, INC. $ 21,999,126.70 103.1346% 4 25-1269025 MASHUDA CORPORATION $ 22,775,978.48 106.7766% 5 25-1021993 TRUMBULL CORPORATION $ 23,793,521.28 111.5470% 6 25-1355037 DICK CORPORATION $ 23,822,003.25 111.6805% 7 61-0874665 ELMO GREER & SONS, INC. $ 24,352,090.64 114.1656% 8 55-0683174 HEETER CONSTRUCTION, INC. $ 24,802,791.36 116.2786% 9 38-1894432 ANGELO IAFRATE CONSTRUCTION COMPANY $ 27,432,377.53 128.6064% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715011 COUNTIES : RANDOLPH LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0328627 |(2) 25-1493101 |(3) 55-0345840 |J. F. ALLEN COMPANY |UPON THIS ROCK CONSTRUCTION,|VECELLIO & GROGAN, 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 | 1000000.00000 1000000.00| 512839.00000 512839.00| 620000.00000 620000.00 CLEARING AND GRUBBING | | | 0010 202-01 1.000 LS | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 BUILDING DEMOLITION , 202-01(03) | | | 0015 202-01 1.000 LS | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 BUILDING DEMOLITION , 202-01(04) | | | 0020 202-01 1.000 LS | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 BUILDING DEMOLITION , 202-01(05) | | | 0080 202-01 1.000 LS | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 BUILDING DEMOLITION , 202-01(33) | | | 0085 202-01 1.000 LS | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 BUILDING DEMOLITION , 202-01(24) | | | 0090 202-01 1.000 LS | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 BUILDING DEMOLITION , 202-01(25) | | | 0095 202-01 1.000 LS | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 BUILDING DEMOLITION , 202-01(26) | | | 0100 202-01 1.000 LS | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 BUILDING DEMOLITION , 202-01(27) | | | 0105 202-01 1.000 LS | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 BUILDING DEMOLITION , 202-01(28) | | | 0107 202-01 1.000 LS | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 BUILDING DEMOLITION ,202-01(34) | | | 0110 202-01 1.000 LS | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 BUILDING DEMOLITION , 202-01(29) | | | 0115 202-01 1.000 LS | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 BUILDING DEMOLITION , 202-01(30) | | | 0120 202-01 1.000 LS | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 BUILDING DEMOLITION , 202-01(31) | | | 0125 202-01 1.000 LS | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 BUILDING DEMOLITION , 202-01(32) | | | 0130 202-01 1.000 LS | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 BUILDING DEMOLITION , 202-01(35) | | | 0150 202-01 1.000 LS | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 BUILDING DEMOLITION , 202-01(36) | | | 0155 202-01 1.000 LS | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 BUILDING DEMOLITION , 202-01(37) | | | 0160 202-03 LUMP| 1.00000 1.00| 250.00000 250.00| 1.00000 1.00 SEPTIC TANK ABANDONMENT , 202-03(28) | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715011 COUNTIES : RANDOLPH LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0328627 |(2) 25-1493101 |(3) 55-0345840 |J. F. ALLEN COMPANY |UPON THIS ROCK CONSTRUCTION,|VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0165 202-03 LUMP| 1.00000 1.00| 250.00000 250.00| 1.00000 1.00 SEPTIC TANK ABANDONMENT , 202-03(30) | | | 0170 204-01 LUMP| 643000.00000 643000.00| 322519.88000 322519.88| 430000.00000 430000.00 MOBILIZATION | | | 0175 207-01 1574763.000 M3 | 3.94000 6204566.22| 3.85000 6062837.55| 3.80000 5984099.40 UNCLASSIFIED EXCAVATION | | | 0180 207-02 12140.000 M3 | 27.50000 333850.00| 20.00000 242800.00| 32.00000 388480.00 SUBGRADE | | | 0185 207-34 82820.000 M2 | 1.20000 99384.00| 0.75000 62115.00| 1.20000 99384.00 FABRIC FOR SEPARATION | | | 0190 211-02 53705.000 M3 | 0.01000 537.05| 25.00000 1342625.00| 0.01000 537.05 ROCK BORROW EXCAVATION | | | 0192 211-08 3921.000 MGR | 5.75000 22545.75| 15.00000 58815.00| 15.00000 58815.00 ROCK BORROW EXCAVATION | | | 0195 307-01 8364.000 M3 | 31.50000 263466.00| 40.00000 334560.00| 39.00000 326196.00 CLASS I AGGREGATE BASE COURSE | | | 0200 311-06 5523.000 M3 | 45.50000 251296.50| 52.00000 287196.00| 70.00000 386610.00 OPEN GRADED FREE DRAINING BASE | | | 0203 408-02 800.000 L | 1.00000 800.00| 0.65000 520.00| 0.70000 560.00 BITUMINOUS MATERIAL | | | 0205 409-02 91834.000 L | 0.30000 27550.20| 0.65000 59692.10| 0.70000 64283.80 BITUMINOUS MATERIAL PRIME | | | 0210 501-01250 7000.000 M2 | 54.50000 381500.00| 50.00000 350000.00| 46.00000 322000.00 REIN PORTLAND CEMENT CONCRETE PAVEMENT | | | 250MM | | | 0215 501-05275 42249.000 M2 | 49.20000 2078650.80| 45.00000 1901205.00| 49.00000 2070201.00 NON-REIN PORTLAND CEMENT CONCRETE | | | PAVEMENT 275MM | | | 0217 501-10 10.000 EA | 2500.00000 25000.00| 5450.00000 54500.00| 3000.00000 30000.00 BRIDGE APPROACH EXPANSION JOINT | | | 0218 502-01300 695.000 M2 | 130.00000 90350.00| 135.00000 93825.00| 155.00000 107725.00 PORTLAND CEMENT CONCRETE APPRACH SLAB | | | 300MM | | | 0220 601-02 53.210 M3 | 1500.00000 79815.00| 775.00000 41237.75| 1400.00000 74494.00 CLASS B CONCRETE | | | 0225 604-3704503 999.000 M | 148.91000 148761.09| 125.00000 124875.00| 130.00000 129870.00 REINFORCED CONCRETE PIPE, 450MM, CLIII | | | 0230 604-3706003 864.000 M | 193.25000 166968.00| 145.00000 125280.00| 170.00000 146880.00 REINFORCED CONCRETE PIPE, 600MM, CLASS | | | III | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715011 COUNTIES : RANDOLPH LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0328627 |(2) 25-1493101 |(3) 55-0345840 |J. F. ALLEN COMPANY |UPON THIS ROCK CONSTRUCTION,|VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0235 604-3707503 64.000 M | 274.03000 17537.92| 185.00000 11840.00| 190.00000 12160.00 REINFORCED CONCRETE PIPE, 750MM, CLASS | | | III | | | 0240 604-3709003 40.000 M | 333.38000 13335.20| 215.00000 8600.00| 255.00000 10200.00 REINFORCED CONCRETE PIPE, 900MM, CL III | | | 0245 604-3710503 87.000 M | 347.32000 30216.84| 275.00000 23925.00| 320.00000 27840.00 REINFORCED CONCRETE PIPE, 1050MM, CLASS | | | III | | | 0250 604-3712003 70.000 M | 489.15000 34240.50| 310.00000 21700.00| 370.00000 25900.00 REINFORCED CONCRETE PIPE, 1200MM, CLASS | | | III | | | 0251 604-380450 4.000 EA | 1000.00000 4000.00| 500.00000 2000.00| 580.00000 2320.00 REINFORCED CONCRETE END SECTION, 450MM | | | 0253 604-380750 1.000 EA | 1320.00000 1320.00| 725.00000 725.00| 860.00000 860.00 REINFORCED CONCRETE END SECTION, 750MM | | | 0254 604-381050 1.000 M | 2490.00000 2490.00| 1125.00000 1125.00| 1400.00000 1400.00 REINFORCED CONCRETE END SECTION, 1050MM | | | 0255 604-381200 1.000 EA | 3300.00000 3300.00| 1425.00000 1425.00| 1600.00000 1600.00 REINFORCED CONCRETE END SECTION, 1200MM | | | 0257 604-761500C3 165.000 M | 668.79000 110350.35| 145.00000 23925.00| 400.00000 66000.00 ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 1500MM, C3 | | | 0260 605-04 20.000 EA | 2000.00000 40000.00| 950.00000 19000.00| 1800.00000 36000.00 TYPE B INLET | | | 0265 605-09 52.000 EA | 2000.00000 104000.00| 1050.00000 54600.00| 2100.00000 109200.00 TYPE G INLET | | | 0270 605-091 5.000 EA | 10000.00000 50000.00| 1450.00000 7250.00| 13000.00000 65000.00 TYPE G INLET, MODIFIED | | | 0272 606-22 35.000 M3 | 100.00000 3500.00| 40.00000 1400.00| 39.00000 1365.00 CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 0273 606-250150 105.000 M | 50.00000 5250.00| 30.00000 3150.00| 55.00000 5775.00 UNDERDRAIN PIPE 150MM | | | 0275 606-29 6000.000 M | 19.00000 114000.00| 30.00000 180000.00| 21.00000 126000.00 FREE DRAINING BASE (FDB) TRENCH | | | 0280 606-30 3021.000 M | 10.00000 30210.00| 26.00000 78546.00| 36.00000 108756.00 OUTLET PIPE | | | 0285 607-011 3136.000 M | 31.62000 99160.32| 31.00000 97216.00| 35.00000 109760.00 TYPE 1 GUARDRAIL, CLASS I | | | 0290 607-012 106.000 M | 23.69000 2511.14| 23.00000 2438.00| 25.00000 2650.00 TYPE 1 GUARDRAIL CLASS II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715011 COUNTIES : RANDOLPH LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0328627 |(2) 25-1493101 |(3) 55-0345840 |J. F. ALLEN COMPANY |UPON THIS ROCK CONSTRUCTION,|VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0295 607-25A 5.000 EA | 267.80000 1339.00| 260.00000 1300.00| 360.00000 1800.00 CUT SLOPE TERMINAL, TYPE A | | | 0300 607-28 8.000 EA | 824.00000 6592.00| 800.00000 6400.00| 840.00000 6720.00 MODIFIED ECCENTRIC LOADER TERMINAL | | | 0305 607-30 12.000 EA | 386.25000 4635.00| 375.00000 4500.00| 440.00000 5280.00 SPECIAL TRAILING END TERMINAL | | | 0310 608-0211 5533.000 M | 28.63000 158409.79| 28.00000 154924.00| 29.00000 160457.00 RIGHT OF WAY FENCE FARM FIELD 1.19M | | | 0315 610-012 732.000 M | 60.00000 43920.00| 55.00000 40260.00| 53.00000 38796.00 PLAIN CONCRETE CURBING TYPE II | | | 0320 633-03 4156.000 M3 | 15.00000 62340.00| 30.00000 124680.00| 19.00000 78964.00 DUMPED ROCK GUTTER | | | 0325 636-07 2100.000 M | 1.94000 4074.00| 1.85000 3885.00| 2.00000 4200.00 ERADICATION PAVEMENT MARKINGS | | | 0330 636-08 4000.000 M | 0.84000 3360.00| 0.80000 3200.00| 0.85000 3400.00 TEMP PVMT MARKING-PAINT | | | 0335 636-09 6120.000 M | 3.41000 20869.20| 3.25000 19890.00| 3.40000 20808.00 TEMP PVMT MARKING-TAPE | | | 0340 636-11 36240.000 UN | 1.16000 42038.40| 1.10000 39864.00| 1.10000 39864.00 TRAFFIC CONTROL DEVICE | | | 0345 636-12 2.000 EA | 367.50000 735.00| 350.00000 700.00| 360.00000 720.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 0350 636-13 353.000 EA | 2.10000 741.30| 2.00000 706.00| 2.00000 706.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 0355 636-14 9760.000 HR | 0.01000 97.60| 34.00000 331840.00| 35.00000 341600.00 FLAGGER | | | 0360 636-17 80.000 M | 100.00000 8000.00| 85.00000 6800.00| 110.00000 8800.00 TEMPORARY CONCRETE BARRIERS | | | 0365 636-22 900.000 DA | 47.25000 42525.00| 45.00000 40500.00| 55.00000 49500.00 CHANGEABLE MESSAGE SIGN | | | 0370 636-25A 4160.000 DA | 0.53000 2204.80| 0.50000 2080.00| 0.55000 2288.00 WARNING LIGHTS TYPE A | | | 0375 636-25B 5100.000 DA | 1.73000 8823.00| 1.65000 8415.00| 1.70000 8670.00 WARNING LIGHTS TYPE B | | | 0380 636-25C 1190.000 DA | 0.53000 630.70| 0.50000 595.00| 0.50000 595.00 WARNING LIGHTS TYPE C | | | 0385 637-01 1000.000 M3 | 15.00000 15000.00| 3.00000 3000.00| 27.00000 27000.00 WATER FOR DUST PALLIATIVE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715011 COUNTIES : RANDOLPH LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0328627 |(2) 25-1493101 |(3) 55-0345840 |J. F. ALLEN COMPANY |UPON THIS ROCK CONSTRUCTION,|VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0390 638-02 77.000 EA | 100.00000 7700.00| 150.00000 11550.00| 120.00000 9240.00 RIGHT OF WAY MARKERS | | | 0395 638-03 6.000 EA | 300.00000 1800.00| 150.00000 900.00| 340.00000 2040.00 SURVEY MARKERS | | | 0400 639-01 LUMP| 195000.00000 195000.00| 195250.00000 195250.00| 75000.00000 75000.00 CONSTRUCTION LAYOUT STAKES | | | 0405 640-01 LUMP| 40000.00000 40000.00| 39000.00000 39000.00| 33000.00000 33000.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0410 640-03 LUMP| 10000.00000 10000.00| 5250.00000 5250.00| 5000.00000 5000.00 BUILDING EQUIPMENT | | | 0415 642-01 2536.000 M | 0.01000 25.36| 2.00000 5072.00| 0.60000 1521.60 TEMPORARY BERMS | | | 0420 642-02 64.000 M | 30.00000 1920.00| 10.00000 640.00| 100.00000 6400.00 SLOPE DRAINS | | | 0425 642-031 189.000 EA | 100.00000 18900.00| 135.00000 25515.00| 120.00000 22680.00 DITCH CHECKS | | | 0430 642-032 2.000 EA | 1000.00000 2000.00| 450.00000 900.00| 860.00000 1720.00 CHECK DAMS | | | 0435 642-033 4603.000 M3 | 5.00000 23015.00| 1.00000 4603.00| 4.60000 21173.80 SEDIMENT TRAP | | | 0440 642-034 567.000 M3 | 10.00000 5670.00| 2.00000 1134.00| 9.00000 5103.00 SEDIMENT DAM | | | 0445 642-036 19880.000 M3 | 0.01000 198.80| 2.00000 39760.00| 3.70000 73556.00 SEDIMENT REMOVAL | | | 0450 642-041 1252.000 KG | 1.00000 1252.00| 0.01000 12.52| 0.30000 375.60 TEMPORARY SEED | | | 0455 642-044 2251.000 KG | 1.30000 2926.30| 1.20000 2701.20| 0.80000 1800.80 SEED MIXTURE L | | | 0465 642-051 71.000 MGR | 540.00000 38340.00| 500.00000 35500.00| 340.00000 24140.00 STRAW OR HAY MULCH | | | 0470 642-052 5.000 MGR | 1080.00000 5400.00| 1000.00000 5000.00| 810.00000 4050.00 WOOD CELLULOSE FIBER MULCH | | | 0475 642-06 17.000 MGR | 432.00000 7344.00| 400.00000 6800.00| 1000.00000 17000.00 FERTILIZER | | | 0480 642-07 254.000 M2 | 1.62000 411.48| 1.50000 381.00| 1.50000 381.00 FIBER MATTING | | | 0485 642-08 1247.000 M | 0.01000 12.47| 40.00000 49880.00| 78.00000 97266.00 TEMPORARY PIPE | | | 0490 642-09 2030.000 M | 0.01000 20.30| 2.00000 4060.00| 0.60000 1218.00 CONTOUR DITCH | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715011 COUNTIES : RANDOLPH LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0328627 |(2) 25-1493101 |(3) 55-0345840 |J. F. ALLEN COMPANY |UPON THIS ROCK CONSTRUCTION,|VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0495 642-10 54.000 MGR | 27.00000 1458.00| 25.00000 1350.00| 50.00000 2700.00 AGRICULTURAL LIMESTONE | | | 0500 642-11 2216.000 EA | 0.01000 22.16| 4.00000 8864.00| 14.00000 31024.00 HAY OR STRAW BALES | | | 0505 642-12 2027.000 M | 10.00000 20270.00| 6.25000 12668.75| 11.50000 23310.50 SILT FENCE | | | 0510 652-01 63.000 MGR | 27.00000 1701.00| 25.00000 1575.00| 52.00000 3276.00 AGRICULTURAL LIMESTONE | | | 0515 652-021 8.000 MGR | 1485.00000 11880.00| 1375.00000 11000.00| 1000.00000 8000.00 FERTILIZER 10-20-10 | | | 0520 652-022 6.000 MGR | 1080.00000 6480.00| 1000.00000 6000.00| 1300.00000 7800.00 UREA FORMALDEHYDE FERTILIZER | | | 0525 652-035 2251.000 KG | 0.81000 1823.31| 0.75000 1688.25| 0.80000 1800.80 SEED MIXTURE L | | | 0535 652-041 72.000 MGR | 291.60000 20995.20| 270.00000 19440.00| 360.00000 25920.00 STRAW OR HAY MULCH | | | 0540 652-042 5.000 MGR | 810.00000 4050.00| 750.00000 3750.00| 800.00000 4000.00 WOOD CELLULOSE FIBER MULCH | | | 0545 655-02A 3081.000 M2 | 5.94000 18301.14| 5.50000 16945.50| 4.50000 13864.50 PERMANENT EROSION MATTING, TYPE A | | | 0550 664-014 2.000 EA | 7875.00000 15750.00| 8400.00000 16800.00| 8800.00000 17600.00 IMPACT ATTENUATING DEVICE TYPE IV | | | 0555 664-014A 2.000 EA | 1312.50000 2625.00| 1000.00000 2000.00| 1000.00000 2000.00 REMOVE AND RESET G.R.E.A.T. ATTENUATING | | | DEVICE TYPE IV | | | 0557 675-21030006 190.000 M | 155.40000 29526.00| 75.00000 14250.00| 175.00000 33250.00 STEEL CASING PIPE 300MM 6.35MM | | | 0635 681-01 LUMP| 1050.00000 1050.00| 2500.00000 2500.00| 160.00000 160.00 ASBESTOS ABATEMENT , 681-01(24) | | | 0660 681-01 LUMP| 3990.00000 3990.00| 2500.00000 2500.00| 3700.00000 3700.00 ASBESTOS ABATEMENT , 681-01(28) | | | 0665 681-01 LUMP| 1890.00000 1890.00| 2500.00000 2500.00| 310.00000 310.00 ASBESTOS ABATEMENT , 681-01(29) | | | 0670 681-01 LUMP| 1.00000 1.00| 2500.00000 2500.00| 1.00000 1.00 ASBESTOS ABATEMENT , 681-01(37) | | | 0715 401-1(1)SG AA1 11341.000 MGR | 32.00000 362912.00| 40.00000 453640.00| 46.00000 521686.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0720 401-1(1)S AA2 10815.000 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715011 COUNTIES : RANDOLPH LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0328627 |(2) 25-1493101 |(3) 55-0345840 |J. F. ALLEN COMPANY |UPON THIS ROCK CONSTRUCTION,|VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0722 401-2(1)SG BB1 302.000 MGR | 42.00000 12684.00| 45.00000 13590.00| 49.00000 14798.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0723 401-2(1)S BB2 288.000 MGR | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | 0725 402-01(1)SG CC1 2133.000 MGR | 42.00000 89586.00| 49.00000 104517.00| 55.00000 117315.00 HOT MIX ASPHALT SKID PAVEMENT, STONE OR | | | GRAVEL | | | 0730 402-01(1)S CC2 2041.000 MGR | | | HOT MIX ASPHALT SKID PAVEMENT, SLAG | | | 0735 604-250450A7 DD1 110.000 M | | 90.00000 9900.00| CORRUGATED ALUMINUM ALLOY PIPE, 450MM, | | | A7 | | | 0740 604-280450 DD1 3.000 EA | | 265.00000 795.00| END SECTION FOR CORRUGATED ALUMINUM | | | ALLOY PIPE 450MM | | | 0745 604-760450A7 DD2 110.000 M | 257.44000 28318.40| | 210.00000 23100.00 ALLUMINUM COATED CORRUGATED STEEL PIPE, | | | 450MM, A7 | | | 0750 604-090450 DD2 3.000 EA | 250.00000 750.00| | 230.00000 690.00 END SECTION FOR CORRUGATED STEEL PIPE | | | 450MM | | | 0755 604-250600B2 EE1 287.000 M | | 115.00000 33005.00| CORRUGATED ALUMINUM ALLOY PIPE, 600MM, | | | B2 | | | 0760 604-280600 EE1 5.000 EA | | 325.00000 1625.00| END SECTION FOR CORRUGATED ALUMINUM | | | ALLOY PIPE 600MM | | | 0765 604-760600A2 EE2 287.000 M | 230.44000 66136.28| | 180.00000 51660.00 ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 600MM, A2 | | | 0770 604-090600 EE2 5.000 EA | 364.00000 1820.00| | 260.00000 1300.00 END SECTION FOR CORRUGATED STEEL PIPE | | | 600MM | | | 0775 604-250750D2 FF1 133.000 M | | 130.00000 17290.00| CORRUGATED ALUMINUM ALLOY PIPE, 750MM, | | | D2 | | | 0780 604-760750B2 FF2 133.000 M | 344.70000 45845.10| | 110.00000 14630.00 ALLUMINUM COATED CORRUGATED STEEL PIPE, | | | 750MM, B2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715011 COUNTIES : RANDOLPH LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0328627 |(2) 25-1493101 |(3) 55-0345840 |J. F. ALLEN COMPANY |UPON THIS ROCK CONSTRUCTION,|VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0785 604-250900A3 GG1 74.000 M | | 125.00000 9250.00| CORRUGATED ALUMINUM ALLOY PIPE 900MM,A3 | | | 0790 604-760900A7 GG2 74.000 M | 421.31000 31176.94| | 440.00000 32560.00 ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 900MM, A7 | | | 0795 604-251350E3 HH1 120.000 M | | 215.00000 25800.00| CORRUGATED ALUMINUM ALLOY PIPE 1350MM, | | | E3 | | | 0800 604-761350D3 HH2 120.000 M | 427.28000 51273.60| | 310.00000 37200.00 ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 1350MM, D3 | | | SECTION TOTALS | $ 14,104,067.51| $ 14,540,015.50| $ 14,149,429.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE NO. 4536 | | | 0805 212-01 675.000 M3 | 90.00000 60750.00| 12.00000 8100.00| 50.00000 33750.00 STRUCTURE EXCAVATION | | | 0810 212-05 140.000 M3 | 80.00000 11200.00| 75.00000 10500.00| 38.00000 5320.00 SELECT MATERIAL FOR BACKFILLING | | | 0815 408-02 205.000 L | 5.00000 1025.00| 0.65000 133.25| 0.65000 133.25 BITUMINOUS MATERIAL | | | 0820 601-02 259.000 M3 | 475.00000 123025.00| 325.00000 84175.00| 390.00000 101010.00 CLASS B CONCRETE | | | 0825 601-02-A 70.000 M3 | 500.00000 35000.00| 400.00000 28000.00| 740.00000 51800.00 CLASS B CONCRETE, ARCHITECTURAL | | | 0832 601-03-A 12.000 M3 | 750.00000 9000.00| 1395.00000 16740.00| 1000.00000 12000.00 CLASS K CONCRETE, ARCHITECTURAL | | | 0835 602-01 23463.000 KG | 1.25000 29328.75| 1.50000 35194.50| 1.25000 29328.75 REIN STEEL BARS | | | 0840 602-02 3668.000 KG | 1.40000 5135.20| 1.75000 6419.00| 1.40000 5135.20 EPOXY COATED REINFORCING BARS | | | 0845 603-01 212.000 M | 410.00000 86920.00| 525.00000 111300.00| 400.00000 84800.00 PRESTRESSED CONCRETE BEAMS | | | 0850 639-01 LUMP| 6000.00000 6000.00| 2250.00000 2250.00| 1000.00000 1000.00 CONSTRUCTION LAYOUT STAKES | | | 0855 402-01(1)SG KK1 27.000 MGR | 100.00000 2700.00| 49.00000 1323.00| 50.00000 1350.00 HOT MIX ASPHALT SKID PAVEMENT, STONE OR | | | GRAVEL | | | 0860 402-01(1)S KK2 25.000 MGR | | | HOT MIX ASPHALT SKID PAVEMENT, SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715011 COUNTIES : RANDOLPH LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0328627 |(2) 25-1493101 |(3) 55-0345840 |J. F. ALLEN COMPANY |UPON THIS ROCK CONSTRUCTION,|VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 370,083.95| $ 304,134.75| $ 325,627.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 BOX CULVERT | | | 0865 212-01 1430.000 M3 | 35.00000 50050.00| 12.00000 17160.00| 49.00000 70070.00 STRUCTURE EXCAVATION | | | 0870 212-05 65.000 M3 | 80.00000 5200.00| 75.00000 4875.00| 47.00000 3055.00 SELECT MATERIAL FOR BACKFILLING | | | 0875 601-02 250.000 M3 | 480.00000 120000.00| 345.00000 86250.00| 450.00000 112500.00 CLASS B CONCRETE | | | 0880 602-01 36984.000 KG | 1.40000 51777.60| 1.50000 55476.00| 1.20000 44380.80 REIN STEEL BARS | | | 0885 639-01 LUMP| 5000.00000 5000.00| 2000.00000 2000.00| 1000.00000 1000.00 CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ 232,027.60| $ 165,761.00| $ 231,005.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 BRIDGE NO. 4535 | | | 0890 212-01 MM1 13000.000 M3 | | 17.00000 221000.00| STRUCTURE EXCAVATION | | | 0891 212-05 MM1 900.000 M3 | | 40.00000 36000.00| SELECT MATERIAL FOR BACKFILLING | | | 0892 601-02 MM1 4200.000 M3 | | 395.00000 1659000.00| CLASS B CONCRETE | | | 0893 602-01 MM1 596888.000 KG | | 1.50000 895332.00| REIN STEEL BARS | | | 0894 639-01 MM1 LUMP| | 2250.00000 2250.00| CONSTRUCTION LAYOUT STAKES | | | 0895 212-01 MM2 15700.000 M3 | 21.25000 333625.00| | 34.00000 533800.00 STRUCTURE EXCAVATION | | | 0896 212-05 MM2 10300.000 M3 | 48.00000 494400.00| | 35.00000 360500.00 SELECT MATERIAL FOR BACKFILLING | | | 0897 601-02 MM2 65.000 M3 | 1380.00000 89700.00| | 525.00000 34125.00 CLASS B CONCRETE | | | 0898 602-01 MM2 5250.000 KG | 2.00000 10500.00| | 1.20000 6300.00 REIN STEEL BARS | | | 0899 604-194570F6 MM2 760.000 M | 1652.00000 1255520.00| | 1700.00000 1292000.00 FULL BITUMINOUS COATED AND FIELD PAVED | | | STRUCTURAL PLATE PIPE , 4570MM, F6 | | | 0900 639-01 MM2 LUMP| 10000.00000 10000.00| | 6500.00000 6500.00 CONSTRUCTION LAYOUT STAKES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715011 COUNTIES : RANDOLPH LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0328627 |(2) 25-1493101 |(3) 55-0345840 |J. F. ALLEN COMPANY |UPON THIS ROCK CONSTRUCTION,|VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 2,193,745.00| $ 2,813,582.00| $ 2,233,225.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 BRIDGE NOP. 4283 | | | 0915 212-01 3120.000 M3 | 25.00000 78000.00| 13.55000 42276.00| 31.00000 96720.00 STRUCTURE EXCAVATION | | | 0920 212-05 228.000 M3 | 80.00000 18240.00| 65.00000 14820.00| 59.00000 13452.00 SELECT MATERIAL FOR BACKFILLING | | | 0925 218-04200 2600.000 M2 | 27.00000 70200.00| 20.00000 52000.00| 16.00000 41600.00 CRUSHED ROCK SLOPE PROTECTION 200MM | | | 0930 601-02 1242.000 M3 | 460.00000 571320.00| 4.10000 5092.20| 415.00000 515430.00 CLASS B CONCRETE | | | 0935 601-02-A 371.000 M3 | 570.00000 211470.00| 500.00000 185500.00| 700.00000 259700.00 CLASS B CONCRETE, ARCHITECTURAL | | | 0940 601-03 1195.000 M3 | 620.00000 740900.00| 535.00000 639325.00| 650.00000 776750.00 CLASS K CONCRETE | | | 0945 601-03-A 117.000 M3 | 680.00000 79560.00| 700.00000 81900.00| 1050.00000 122850.00 CLASS K CONCRETE, ARCHITECTURAL | | | 0950 602-01 158439.000 KG | 1.25000 198048.75| 1.50000 237658.50| 1.25000 198048.75 REIN STEEL BARS | | | 0955 602-02 282039.000 KG | 1.44000 406136.16| 1.75000 493568.25| 1.40000 394854.60 EPOXY COATED REINFORCING BARS | | | 0960 603-18(1676) 1876.000 M | 580.00000 1088080.00| 535.00000 1003660.00| 740.00000 1388240.00 PRESTRESSED CONCRETE I BEAMS 1676MM | | | 0965 616-05H250062 2265.000 M | 100.00000 226500.00| 225.00000 509625.00| 190.00000 430350.00 STEEL BEARING PILES, HP 250X62, | | | PRE-DRILLED AND DRIVEN | | | 0970 617-03 279.000 M | 130.00000 36270.00| 125.00000 34875.00| 150.00000 41850.00 ALUMINUM RAILING | | | 0975 639-01 LUMP| 20000.00000 20000.00| 7250.00000 7250.00| 1000.00000 1000.00 CONSTRUCTION LAYOUT STAKES | | | 0980 679-06 LUMP| 3000.00000 3000.00| 2500.00000 2500.00| 5000.00000 5000.00 TEST SLAB | | | 0985 679-02 LL1 250.000 M3 | | | LATEX MODIFIED PORTLAND CEMENT MORTAR | | | OR CONCRETE OVERLAYMENT OF BRIDGE DECK | | | 0990 679-04 LL2 250.000 M3 | 600.00000 150000.00| 700.00000 175000.00| 940.00000 235000.00 MICROSILICA CONCRETE OVERLAY | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 001 -12 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715011 COUNTIES : RANDOLPH LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0328627 |(2) 25-1493101 |(3) 55-0345840 |J. F. ALLEN COMPANY |UPON THIS ROCK CONSTRUCTION,|VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 3,897,724.91| $ 3,485,049.95| $ 4,520,845.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 ROADWAY SIGNING | | | 0995 657-06S100115 94.000 M | 57.23000 5379.62| 66.00000 6204.00| 55.00000 5170.00 A-441 SUPPORTS, S 100X11.5 GALVANIZED | | | 1000 657-06W150018 42.000 M | 76.13000 3197.46| 80.00000 3360.00| 75.00000 3150.00 A-441 SUPPORTS, W 150X18, GALVANIZED | | | 1005 657-06W200026 22.000 M | 85.68000 1884.96| 100.00000 2200.00| 83.00000 1826.00 A-441 SUPPORTS, W 200X26.6 GALVANIZED | | | 1010 657-06W250032 15.000 M | 101.12000 1516.80| 130.00000 1950.00| 100.00000 1500.00 A-441 SUPPORTS, W 250X32 GALVANIZED | | | 1015 657-08 470.000 M | 13.65000 6415.50| 14.00000 6580.00| 13.00000 6110.00 2.98KG CHANNEL POST | | | 1020 657-10 257.000 M | 17.33000 4453.81| 17.00000 4369.00| 17.00000 4369.00 4.5KG CHANNEL POST | | | 1025 657-12 33.000 M | 24.15000 796.95| 24.00000 792.00| 24.00000 792.00 5.96KG BACK/BACK CHANNEL POST | | | 1030 657-14 10.000 M | 27.30000 273.00| 35.00000 350.00| 27.00000 270.00 9.0KG BACK TO BACK CHANNEL POST | | | 1035 657-17 13.250 M3 | 971.25000 12869.06| 725.00000 9606.25| 970.00000 12852.50 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 1040 658-01 4.130 M3 | 1260.00000 5203.80| 1000.00000 4130.00| 1250.00000 5162.50 CLASS B CONCRETE FOOTINGS, REINFORCED, | | | OVERHEAD | | | 1045 658-02 1.000 EA | 22575.00000 22575.00| 22000.00000 22000.00| 22500.00000 22500.00 OVERHEAD SIGN STRUCTURE, STEEL-ALUMINUM | | | COMBINATION | | | 1050 658-03 1.000 EA | 15225.00000 15225.00| 18000.00000 18000.00| 15200.00000 15200.00 OVERHEAD SIGN GALVANIZED STEEL | | | 1055 659-01 LUMP| 1942.50000 1942.50| 3400.00000 3400.00| 3500.00000 3500.00 SIGN LIGHTING TYPE 3 , (ASSY 1) | | | 1060 659-01 LUMP| 2257.50000 2257.50| 3400.00000 3400.00| 3500.00000 3500.00 SIGN LIGHTING TYPE 3 , (ASSY 2) | | | 1065 661-011 76.000 M2 | 183.75000 13965.00| 180.00000 13680.00| 180.00000 13680.00 2MM FLAT SHEET SIGNS | | | 1070 661-02 112.000 M2 | 231.00000 25872.00| 230.00000 25760.00| 230.00000 25760.00 EXTRUDED PANEL SIGNS | | | 1075 661-041 209.000 EA | 3.15000 658.35| 3.00000 627.00| 3.00000 627.00 DELINEATORS, REFLEX REFLECTOR, WHITE | | | SINGLE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 001 -13 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715011 COUNTIES : RANDOLPH LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0328627 |(2) 25-1493101 |(3) 55-0345840 |J. F. ALLEN COMPANY |UPON THIS ROCK CONSTRUCTION,|VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1080 661-051 31.000 EA | 3.15000 97.65| 3.00000 93.00| 3.00000 93.00 DELINEATOR, REFLEX REFLACTOR, AMBER | | | SINGLE | | | 1085 661-07 2.000 UN | 23.10000 46.20| 25.00000 50.00| 23.00000 46.00 DELINEATOR, AMBER, THREE PER UNIT | | | 1090 661-08 10.000 EA | 63.00000 630.00| 65.00000 650.00| 63.00000 630.00 DELINEATOR BRACKET, TYPE A | | | SECTION TOTALS | $ 125,260.16| $ 127,201.25| $ 126,738.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 HIGHWAY LIGHTING | | | 1095 662-02 LUMP| 12600.00000 12600.00| 12125.00000 12125.00| 12500.00000 12500.00 GALVANIZED STEEL CONDUIT , 02 | | | 1100 662-02 LUMP| 420.00000 420.00| 24500.00000 24500.00| 25000.00000 25000.00 GALVANIZED STEEL CONDUIT , 03 | | | 1105 662-06A 2.000 EA | 504.00000 1008.00| 820.00000 1640.00| 850.00000 1700.00 JUNCTION BOX | | | 1110 662-06H250 7.000 EA | 412.65000 2888.55| 1350.00000 9450.00| 1400.00000 9800.00 JUNCTION BOX (250X250MM) | | | 1115 662-06H460 8.000 EA | 493.50000 3948.00| 1695.00000 13560.00| 1700.00000 13600.00 JUNCTION BOX (460X460) | | | 1120 662-07250W 9.000 EA | 196.35000 1767.15| 425.00000 3825.00| 440.00000 3960.00 LUMINAIRES (250W.) | | | 1125 662-082 LUMP| 6352.50000 6352.50| 3900.00000 3900.00| 4100.00000 4100.00 CABLE | | | 1130 662-083 LUMP| 1527.75000 1527.75| 7325.00000 7325.00| 7700.00000 7700.00 CABLE | | | 1135 662-10 1.000 EA | 1338.75000 1338.75| 2430.00000 2430.00| 2500.00000 2500.00 LIGHTING SUPPORT , TYPE 1 (12.2/2.4) | | | 1140 662-10 4.000 EA | 1354.50000 5418.00| 2495.00000 9980.00| 2500.00000 10000.00 LIGHTING SUPPORT , TYPE 1 (12.2/3.0) | | | 1145 662-10 3.000 EA | 1354.50000 4063.50| 2665.00000 7995.00| 2800.00000 8400.00 LIGHTING SUPPORT , TYPE 1 (12.2/3.7) | | | 1150 662-10 1.000 EA | 1354.50000 1354.50| 2875.00000 2875.00| 3000.00000 3000.00 LIGHTING SUPPORT , TYPE 1 (12.2/4.2) | | | 1155 662-13 LUMP| 4567.50000 4567.50| 7715.00000 7715.00| 8300.00000 8300.00 SERVICE AND CONTROL STATION , 02 | | | 1160 662-13 LUMP| 4567.50000 4567.50| 7715.00000 7715.00| 8100.00000 8100.00 SERVICE AND CONTROL STATION , 03 | | | 1165 662-14 LUMP| 66360.00000 66360.00| 35.00000 35.00| 36.00000 36.00 INCIDENTAL ELECTRICAL WORK | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 001 -14 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715011 COUNTIES : RANDOLPH LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0328627 |(2) 25-1493101 |(3) 55-0345840 |J. F. ALLEN COMPANY |UPON THIS ROCK CONSTRUCTION,|VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1170 662-15 LUMP| 525.00000 525.00| 35.00000 35.00| 36.00000 36.00 ELECTRICAL TESTS , 02 | | | 1175 662-15 LUMP| 525.00000 525.00| 35.00000 35.00| 36.00000 36.00 ELECTRICAL TESTS , 03 | | | SECTION TOTALS | $ 119,231.70| $ 115,140.00| $ 118,768.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 PAVEMENT MARKINGS | | | 1180 663-0112W 8830.000 M | 0.41000 3620.30| 0.40000 3532.00| 0.45000 3973.50 EDGE LINE WHITE TYPE II | | | 1185 663-0112Y 4830.000 M | 0.41000 1980.30| 0.40000 1932.00| 0.45000 2173.50 EDGE LINE YELLOW TYPE II | | | 1190 663-0212W 1053.000 M | 0.50000 526.50| 0.50000 526.50| 0.50000 526.50 LANE LINE OR CENTER LINE WHITE TYPE II | | | 1195 663-0312 4100.000 M | 0.41000 1681.00| 0.40000 1640.00| 0.45000 1845.00 BARRIER LINES TYPE II | | | 1200 663-042 195.000 M | 0.79000 154.05| 0.75000 146.25| 0.80000 156.00 TYPE II CHANNELIZING LINES | | | 1205 663-055 56.000 M | 37.80000 2116.80| 36.00000 2016.00| 39.00000 2184.00 TYPE V STOP LINES | | | 1210 663-075W 120.000 M | 37.80000 4536.00| 36.00000 4320.00| 38.00000 4560.00 TYPE V STRIPES WHITE | | | 1215 663-075Y 125.000 M | 18.90000 2362.50| 18.00000 2250.00| 19.00000 2375.00 TYPE V STRIPES YELLOW | | | 1220 663-105 14.000 EA | 204.75000 2866.50| 195.00000 2730.00| 200.00000 2800.00 TYPE V LANE ARROWS | | | 1225 663-115 4.000 EA | 68.25000 273.00| 65.00000 260.00| 68.00000 272.00 TYPE V LANE LETTERS | | | SECTION TOTALS | $ 20,116.95| $ 19,352.75| $ 20,865.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 COMPUTER SYSTEM | | | 1230 640-04 LUMP| 5000.00000 5000.00| 4600.00000 4600.00| 6800.00000 6800.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 5,000.00| $ 4,600.00| $ 6,800.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 TRAINING | | | 1235 699 1000.000 HR | 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 ON JOB TRAINING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 001 -15 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715011 COUNTIES : RANDOLPH LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0328627 |(2) 25-1493101 |(3) 55-0345840 |J. F. ALLEN COMPANY |UPON THIS ROCK CONSTRUCTION,|VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 800.00| $ 800.00| $ 800.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 WATERLINE RELOCATION | | | 1240 636-14 100.000 HR | 50.00000 5000.00| 34.00000 3400.00| 33.00000 3300.00 FLAGGER | | | 1245 639-01 LUMP| 3600.00000 3600.00| 1750.00000 1750.00| 5300.00000 5300.00 CONSTRUCTION LAYOUT STAKES | | | 1250 670-04200252 80.000 M | 88.20000 7056.00| 110.00000 8800.00| 95.00000 7600.00 DUCTILE IRON PIPE TYPE II CL52, 200MM | | | 1255 670-07200200 444.000 M | 77.40000 34365.60| 75.00000 33300.00| 73.00000 32412.00 PLASTIC PIPE CLASS 200, 200MM | | | 1260 670-09200 1.000 EA | 855.00000 855.00| 575.00000 575.00| 700.00000 700.00 GATE VALVE AND VALVE BOX, 200MM | | | 1265 670-10040005 305.000 M | 310.50000 94702.50| 75.00000 22875.00| 280.00000 85400.00 STEEL CASING PIPE, 400MM 4.76MM | | | 1270 670-190200 1.000 EA | 2277.00000 2277.00| 2500.00000 2500.00| 1400.00000 1400.00 SPECIAL VALVE, 200MM TAP & SLEEVE | | | 1275 670-04150252 90.000 M | 76.50000 6885.00| 100.00000 9000.00| 75.00000 6750.00 DUCTILE IRON PIPE TYPE II CLASS 52, | | | 150MM | | | 1280 670-07050200 10.000 M | 55.80000 558.00| 110.00000 1100.00| 115.00000 1150.00 PLASTIC PIPE CLASS 200, 50MM | | | 1285 670-07100200 30.000 M | 63.00000 1890.00| 115.00000 3450.00| 94.00000 2820.00 PLASTIC PIPE CLASS 200, 100MM | | | 1290 670-07150200 1540.000 M | 59.40000 91476.00| 67.00000 103180.00| 70.00000 107800.00 PLASTIC PIPE CLASS 200, 150MM | | | 1295 670-09050 1.000 EA | 495.00000 495.00| 450.00000 450.00| 370.00000 370.00 GATE VALVE AND VALVE BOX, 50MM | | | 1300 670-09100 1.000 EA | 585.00000 585.00| 550.00000 550.00| 440.00000 440.00 GATE VALVE AND VALVE BOX, 100MM | | | 1305 670-09150 8.000 EA | 630.00000 5040.00| 750.00000 6000.00| 510.00000 4080.00 GATE VALVE AND VALVE BOX, 150MM | | | 1310 670-190100 1.000 EA | 1700.00000 1700.00| 900.00000 900.00| 1300.00000 1300.00 SPECIAL VALVE, 100MM TAP & SLEEVE | | | 1315 670-190150 3.000 EA | 1980.00000 5940.00| 1135.00000 3405.00| 1400.00000 4200.00 SPECIAL VALVE, 150MM TAP & SLEEVE | | | SECTION TOTALS | $ 262,425.10| $ 201,235.00| $ 265,022.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 21,330,482.88| $ 21,776,872.20| $ 21,999,126.70 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 001 -16 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715011 COUNTIES : RANDOLPH LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 25-1269025 |(5) 25-1021993 |(6) 25-1355037 |MASHUDA CORPORATION |TRUMBULL CORPORATION |DICK 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 | 533876.00000 533876.00| 850000.00000 850000.00| 500000.00000 500000.00 CLEARING AND GRUBBING | | | 0010 202-01 1.000 LS | 2340.00000 2340.00| 1500.00000 1500.00| 1000.00000 1000.00 BUILDING DEMOLITION , 202-01(03) | | | 0015 202-01 1.000 LS | 3690.00000 3690.00| 1500.00000 1500.00| 1000.00000 1000.00 BUILDING DEMOLITION , 202-01(04) | | | 0020 202-01 1.000 LS | 1950.00000 1950.00| 1500.00000 1500.00| 1000.00000 1000.00 BUILDING DEMOLITION , 202-01(05) | | | 0080 202-01 1.000 LS | 1040.00000 1040.00| 1.00000 1.00| 1000.00000 1000.00 BUILDING DEMOLITION , 202-01(33) | | | 0085 202-01 1.000 LS | 4160.00000 4160.00| 4000.00000 4000.00| 2500.00000 2500.00 BUILDING DEMOLITION , 202-01(24) | | | 0090 202-01 1.000 LS | 4940.00000 4940.00| 2500.00000 2500.00| 1800.00000 1800.00 BUILDING DEMOLITION , 202-01(25) | | | 0095 202-01 1.000 LS | 2340.00000 2340.00| 2000.00000 2000.00| 1400.00000 1400.00 BUILDING DEMOLITION , 202-01(26) | | | 0100 202-01 1.000 LS | 3900.00000 3900.00| 2500.00000 2500.00| 1700.00000 1700.00 BUILDING DEMOLITION , 202-01(27) | | | 0105 202-01 1.000 LS | 3900.00000 3900.00| 5000.00000 5000.00| 3300.00000 3300.00 BUILDING DEMOLITION , 202-01(28) | | | 0107 202-01 1.000 LS | 1040.00000 1040.00| 1.00000 1.00| 1100.00000 1100.00 BUILDING DEMOLITION ,202-01(34) | | | 0110 202-01 1.000 LS | 3900.00000 3900.00| 1000.00000 1000.00| 1000.00000 1000.00 BUILDING DEMOLITION , 202-01(29) | | | 0115 202-01 1.000 LS | 4680.00000 4680.00| 5000.00000 5000.00| 3300.00000 3300.00 BUILDING DEMOLITION , 202-01(30) | | | 0120 202-01 1.000 LS | 1040.00000 1040.00| 250.00000 250.00| 500.00000 500.00 BUILDING DEMOLITION , 202-01(31) | | | 0125 202-01 1.000 LS | 1040.00000 1040.00| 250.00000 250.00| 500.00000 500.00 BUILDING DEMOLITION , 202-01(32) | | | 0130 202-01 1.000 LS | 1560.00000 1560.00| 1.00000 1.00| 1600.00000 1600.00 BUILDING DEMOLITION , 202-01(35) | | | 0150 202-01 1.000 LS | 4160.00000 4160.00| 5000.00000 5000.00| 3300.00000 3300.00 BUILDING DEMOLITION , 202-01(36) | | | 0155 202-01 1.000 LS | 4160.00000 4160.00| 1000.00000 1000.00| 700.00000 700.00 BUILDING DEMOLITION , 202-01(37) | | | 0160 202-03 LUMP| 1000.00000 1000.00| 500.00000 500.00| 1500.00000 1500.00 SEPTIC TANK ABANDONMENT , 202-03(28) | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 001 -17 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715011 COUNTIES : RANDOLPH LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 25-1269025 |(5) 25-1021993 |(6) 25-1355037 |MASHUDA CORPORATION |TRUMBULL CORPORATION |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0165 202-03 LUMP| 1000.00000 1000.00| 500.00000 500.00| 1100.00000 1100.00 SEPTIC TANK ABANDONMENT , 202-03(30) | | | 0170 204-01 LUMP| 660000.00000 660000.00| 700000.00000 700000.00| 500000.00000 500000.00 MOBILIZATION | | | 0175 207-01 1574763.000 M3 | 4.51000 7102181.13| 4.84000 7621852.92| 3.95000 6220313.85 UNCLASSIFIED EXCAVATION | | | 0180 207-02 12140.000 M3 | 24.00000 291360.00| 30.00000 364200.00| 30.00000 364200.00 SUBGRADE | | | 0185 207-34 82820.000 M2 | 1.10000 91102.00| 1.10000 91102.00| 2.00000 165640.00 FABRIC FOR SEPARATION | | | 0190 211-02 53705.000 M3 | 0.10000 5370.50| 2.00000 107410.00| 30.00000 1611150.00 ROCK BORROW EXCAVATION | | | 0192 211-08 3921.000 MGR | 14.50000 56854.50| 2.00000 7842.00| 15.00000 58815.00 ROCK BORROW EXCAVATION | | | 0195 307-01 8364.000 M3 | 26.00000 217464.00| 40.00000 334560.00| 42.00000 351288.00 CLASS I AGGREGATE BASE COURSE | | | 0200 311-06 5523.000 M3 | 66.00000 364518.00| 66.00000 364518.00| 40.00000 220920.00 OPEN GRADED FREE DRAINING BASE | | | 0203 408-02 800.000 L | 0.65000 520.00| 0.70000 560.00| 0.70000 560.00 BITUMINOUS MATERIAL | | | 0205 409-02 91834.000 L | 0.65000 59692.10| 0.65000 59692.10| 0.70000 64283.80 BITUMINOUS MATERIAL PRIME | | | 0210 501-01250 7000.000 M2 | 60.85000 425950.00| 51.00000 357000.00| 55.00000 385000.00 REIN PORTLAND CEMENT CONCRETE PAVEMENT | | | 250MM | | | 0215 501-05275 42249.000 M2 | 44.70000 1888530.30| 46.00000 1943454.00| 45.00000 1901205.00 NON-REIN PORTLAND CEMENT CONCRETE | | | PAVEMENT 275MM | | | 0217 501-10 10.000 EA | 6000.00000 60000.00| 3500.00000 35000.00| 2000.00000 20000.00 BRIDGE APPROACH EXPANSION JOINT | | | 0218 502-01300 695.000 M2 | 120.00000 83400.00| 150.00000 104250.00| 140.00000 97300.00 PORTLAND CEMENT CONCRETE APPRACH SLAB | | | 300MM | | | 0220 601-02 53.210 M3 | 2150.00000 114401.50| 1225.00000 65182.25| 1800.00000 95778.00 CLASS B CONCRETE | | | 0225 604-3704503 999.000 M | 145.00000 144855.00| 130.00000 129870.00| 175.00000 174825.00 REINFORCED CONCRETE PIPE, 450MM, CLIII | | | 0230 604-3706003 864.000 M | 195.00000 168480.00| 140.00000 120960.00| 270.00000 233280.00 REINFORCED CONCRETE PIPE, 600MM, CLASS | | | III | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 001 -18 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715011 COUNTIES : RANDOLPH LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 25-1269025 |(5) 25-1021993 |(6) 25-1355037 |MASHUDA CORPORATION |TRUMBULL CORPORATION |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0235 604-3707503 64.000 M | 195.00000 12480.00| 175.00000 11200.00| 230.00000 14720.00 REINFORCED CONCRETE PIPE, 750MM, CLASS | | | III | | | 0240 604-3709003 40.000 M | 245.00000 9800.00| 215.00000 8600.00| 500.00000 20000.00 REINFORCED CONCRETE PIPE, 900MM, CL III | | | 0245 604-3710503 87.000 M | 380.00000 33060.00| 245.00000 21315.00| 425.00000 36975.00 REINFORCED CONCRETE PIPE, 1050MM, CLASS | | | III | | | 0250 604-3712003 70.000 M | 385.00000 26950.00| 300.00000 21000.00| 550.00000 38500.00 REINFORCED CONCRETE PIPE, 1200MM, CLASS | | | III | | | 0251 604-380450 4.000 EA | 725.00000 2900.00| 1050.00000 4200.00| 1200.00000 4800.00 REINFORCED CONCRETE END SECTION, 450MM | | | 0253 604-380750 1.000 EA | 1200.00000 1200.00| 1500.00000 1500.00| 1600.00000 1600.00 REINFORCED CONCRETE END SECTION, 750MM | | | 0254 604-381050 1.000 M | 1910.00000 1910.00| 1900.00000 1900.00| 2300.00000 2300.00 REINFORCED CONCRETE END SECTION, 1050MM | | | 0255 604-381200 1.000 EA | 2275.00000 2275.00| 2450.00000 2450.00| 2000.00000 2000.00 REINFORCED CONCRETE END SECTION, 1200MM | | | 0257 604-761500C3 165.000 M | 555.00000 91575.00| 270.00000 44550.00| 570.00000 94050.00 ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 1500MM, C3 | | | 0260 605-04 20.000 EA | 2700.00000 54000.00| 1650.00000 33000.00| 2200.00000 44000.00 TYPE B INLET | | | 0265 605-09 52.000 EA | 2900.00000 150800.00| 1850.00000 96200.00| 2600.00000 135200.00 TYPE G INLET | | | 0270 605-091 5.000 EA | 9800.00000 49000.00| 8800.00000 44000.00| 4000.00000 20000.00 TYPE G INLET, MODIFIED | | | 0272 606-22 35.000 M3 | 40.00000 1400.00| 40.00000 1400.00| 75.00000 2625.00 CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 0273 606-250150 105.000 M | 27.00000 2835.00| 27.00000 2835.00| 48.00000 5040.00 UNDERDRAIN PIPE 150MM | | | 0275 606-29 6000.000 M | 11.90000 71400.00| 12.00000 72000.00| 34.00000 204000.00 FREE DRAINING BASE (FDB) TRENCH | | | 0280 606-30 3021.000 M | 74.00000 223554.00| 75.00000 226575.00| 40.00000 120840.00 OUTLET PIPE | | | 0285 607-011 3136.000 M | 33.50000 105056.00| 34.00000 106624.00| 25.00000 78400.00 TYPE 1 GUARDRAIL, CLASS I | | | 0290 607-012 106.000 M | 24.65000 2612.90| 26.50000 2809.00| 15.00000 1590.00 TYPE 1 GUARDRAIL CLASS II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 001 -19 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715011 COUNTIES : RANDOLPH LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 25-1269025 |(5) 25-1021993 |(6) 25-1355037 |MASHUDA CORPORATION |TRUMBULL CORPORATION |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0295 607-25A 5.000 EA | 350.00000 1750.00| 260.00000 1300.00| 200.00000 1000.00 CUT SLOPE TERMINAL, TYPE A | | | 0300 607-28 8.000 EA | 800.00000 6400.00| 800.00000 6400.00| 900.00000 7200.00 MODIFIED ECCENTRIC LOADER TERMINAL | | | 0305 607-30 12.000 EA | 425.00000 5100.00| 375.00000 4500.00| 200.00000 2400.00 SPECIAL TRAILING END TERMINAL | | | 0310 608-0211 5533.000 M | 28.20000 156030.60| 28.00000 154924.00| 28.00000 154924.00 RIGHT OF WAY FENCE FARM FIELD 1.19M | | | 0315 610-012 732.000 M | 69.00000 50508.00| 50.00000 36600.00| 75.00000 54900.00 PLAIN CONCRETE CURBING TYPE II | | | 0320 633-03 4156.000 M3 | 42.00000 174552.00| 32.00000 132992.00| 50.00000 207800.00 DUMPED ROCK GUTTER | | | 0325 636-07 2100.000 M | 1.85000 3885.00| 1.85000 3885.00| 2.00000 4200.00 ERADICATION PAVEMENT MARKINGS | | | 0330 636-08 4000.000 M | 0.80000 3200.00| 0.80000 3200.00| 0.80000 3200.00 TEMP PVMT MARKING-PAINT | | | 0335 636-09 6120.000 M | 3.25000 19890.00| 3.30000 20196.00| 3.25000 19890.00 TEMP PVMT MARKING-TAPE | | | 0340 636-11 36240.000 UN | 1.10000 39864.00| 1.15000 41676.00| 2.00000 72480.00 TRAFFIC CONTROL DEVICE | | | 0345 636-12 2.000 EA | 350.00000 700.00| 350.00000 700.00| 550.00000 1100.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 0350 636-13 353.000 EA | 2.00000 706.00| 2.00000 706.00| 5.00000 1765.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 0355 636-14 9760.000 HR | 15.00000 146400.00| 26.20000 255712.00| 32.00000 312320.00 FLAGGER | | | 0360 636-17 80.000 M | 89.50000 7160.00| 70.00000 5600.00| 75.00000 6000.00 TEMPORARY CONCRETE BARRIERS | | | 0365 636-22 900.000 DA | 45.00000 40500.00| 50.00000 45000.00| 55.00000 49500.00 CHANGEABLE MESSAGE SIGN | | | 0370 636-25A 4160.000 DA | 0.50000 2080.00| 0.50000 2080.00| 0.50000 2080.00 WARNING LIGHTS TYPE A | | | 0375 636-25B 5100.000 DA | 1.65000 8415.00| 1.65000 8415.00| 1.70000 8670.00 WARNING LIGHTS TYPE B | | | 0380 636-25C 1190.000 DA | 0.50000 595.00| 0.50000 595.00| 0.50000 595.00 WARNING LIGHTS TYPE C | | | 0385 637-01 1000.000 M3 | 12.00000 12000.00| 10.00000 10000.00| 10.00000 10000.00 WATER FOR DUST PALLIATIVE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 001 -20 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715011 COUNTIES : RANDOLPH LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 25-1269025 |(5) 25-1021993 |(6) 25-1355037 |MASHUDA CORPORATION |TRUMBULL CORPORATION |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0390 638-02 77.000 EA | 200.00000 15400.00| 35.00000 2695.00| 100.00000 7700.00 RIGHT OF WAY MARKERS | | | 0395 638-03 6.000 EA | 300.00000 1800.00| 200.00000 1200.00| 200.00000 1200.00 SURVEY MARKERS | | | 0400 639-01 LUMP| 130000.00000 130000.00| 50000.00000 50000.00| 250000.00000 250000.00 CONSTRUCTION LAYOUT STAKES | | | 0405 640-01 LUMP| 13000.00000 13000.00| 18000.00000 18000.00| 50000.00000 50000.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0410 640-03 LUMP| 7000.00000 7000.00| 5000.00000 5000.00| 5000.00000 5000.00 BUILDING EQUIPMENT | | | 0415 642-01 2536.000 M | 3.00000 7608.00| 1.60000 4057.60| 4.00000 10144.00 TEMPORARY BERMS | | | 0420 642-02 64.000 M | 60.00000 3840.00| 70.00000 4480.00| 70.00000 4480.00 SLOPE DRAINS | | | 0425 642-031 189.000 EA | 100.00000 18900.00| 100.00000 18900.00| 150.00000 28350.00 DITCH CHECKS | | | 0430 642-032 2.000 EA | 1000.00000 2000.00| 1650.00000 3300.00| 2500.00000 5000.00 CHECK DAMS | | | 0435 642-033 4603.000 M3 | 8.00000 36824.00| 8.70000 40046.10| 6.00000 27618.00 SEDIMENT TRAP | | | 0440 642-034 567.000 M3 | 10.00000 5670.00| 7.00000 3969.00| 7.00000 3969.00 SEDIMENT DAM | | | 0445 642-036 19880.000 M3 | 0.01000 198.80| 0.01000 198.80| 0.10000 1988.00 SEDIMENT REMOVAL | | | 0450 642-041 1252.000 KG | 0.30000 375.60| 0.40000 500.80| 1.00000 1252.00 TEMPORARY SEED | | | 0455 642-044 2251.000 KG | 0.80000 1800.80| 1.00000 2251.00| 3.00000 6753.00 SEED MIXTURE L | | | 0465 642-051 71.000 MGR | 325.00000 23075.00| 330.00000 23430.00| 450.00000 31950.00 STRAW OR HAY MULCH | | | 0470 642-052 5.000 MGR | 775.00000 3875.00| 780.00000 3900.00| 1000.00000 5000.00 WOOD CELLULOSE FIBER MULCH | | | 0475 642-06 17.000 MGR | 950.00000 16150.00| 950.00000 16150.00| 400.00000 6800.00 FERTILIZER | | | 0480 642-07 254.000 M2 | 1.49000 378.46| 1.50000 381.00| 1.50000 381.00 FIBER MATTING | | | 0485 642-08 1247.000 M | 50.00000 62350.00| 30.00000 37410.00| 60.00000 74820.00 TEMPORARY PIPE | | | 0490 642-09 2030.000 M | 1.00000 2030.00| 1.00000 2030.00| 2.50000 5075.00 CONTOUR DITCH | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 001 -21 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715011 COUNTIES : RANDOLPH LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 25-1269025 |(5) 25-1021993 |(6) 25-1355037 |MASHUDA CORPORATION |TRUMBULL CORPORATION |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0495 642-10 54.000 MGR | 50.00000 2700.00| 50.00000 2700.00| 25.00000 1350.00 AGRICULTURAL LIMESTONE | | | 0500 642-11 2216.000 EA | 5.00000 11080.00| 0.01000 22.16| 4.00000 8864.00 HAY OR STRAW BALES | | | 0505 642-12 2027.000 M | 10.00000 20270.00| 11.00000 22297.00| 10.00000 20270.00 SILT FENCE | | | 0510 652-01 63.000 MGR | 50.00000 3150.00| 50.00000 3150.00| 25.00000 1575.00 AGRICULTURAL LIMESTONE | | | 0515 652-021 8.000 MGR | 950.00000 7600.00| 950.00000 7600.00| 1300.00000 10400.00 FERTILIZER 10-20-10 | | | 0520 652-022 6.000 MGR | 1300.00000 7800.00| 1300.00000 7800.00| 1000.00000 6000.00 UREA FORMALDEHYDE FERTILIZER | | | 0525 652-035 2251.000 KG | 0.80000 1800.80| 1.00000 2251.00| 3.00000 6753.00 SEED MIXTURE L | | | 0535 652-041 72.000 MGR | 350.00000 25200.00| 350.00000 25200.00| 200.00000 14400.00 STRAW OR HAY MULCH | | | 0540 652-042 5.000 MGR | 775.00000 3875.00| 780.00000 3900.00| 1000.00000 5000.00 WOOD CELLULOSE FIBER MULCH | | | 0545 655-02A 3081.000 M2 | 4.40000 13556.40| 4.50000 13864.50| 6.00000 18486.00 PERMANENT EROSION MATTING, TYPE A | | | 0550 664-014 2.000 EA | 1000.00000 2000.00| 7000.00000 14000.00| 8400.00000 16800.00 IMPACT ATTENUATING DEVICE TYPE IV | | | 0555 664-014A 2.000 EA | 100.00000 200.00| 400.00000 800.00| 1000.00000 2000.00 REMOVE AND RESET G.R.E.A.T. ATTENUATING | | | DEVICE TYPE IV | | | 0557 675-21030006 190.000 M | 100.00000 19000.00| 160.00000 30400.00| 200.00000 38000.00 STEEL CASING PIPE 300MM 6.35MM | | | 0635 681-01 LUMP| 150.00000 150.00| 500.00000 500.00| 150.00000 150.00 ASBESTOS ABATEMENT , 681-01(24) | | | 0660 681-01 LUMP| 3600.00000 3600.00| 6500.00000 6500.00| 3600.00000 3600.00 ASBESTOS ABATEMENT , 681-01(28) | | | 0665 681-01 LUMP| 300.00000 300.00| 500.00000 500.00| 300.00000 300.00 ASBESTOS ABATEMENT , 681-01(29) | | | 0670 681-01 LUMP| 100.00000 100.00| 1000.00000 1000.00| 1.00000 1.00 ASBESTOS ABATEMENT , 681-01(37) | | | 0715 401-1(1)SG AA1 11341.000 MGR | 40.00000 453640.00| 40.50000 459310.50| 35.00000 396935.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0720 401-1(1)S AA2 10815.000 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 001 -22 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715011 COUNTIES : RANDOLPH LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 25-1269025 |(5) 25-1021993 |(6) 25-1355037 |MASHUDA CORPORATION |TRUMBULL CORPORATION |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0722 401-2(1)SG BB1 302.000 MGR | 45.00000 13590.00| 40.50000 12231.00| 45.00000 13590.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0723 401-2(1)S BB2 288.000 MGR | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | 0725 402-01(1)SG CC1 2133.000 MGR | 49.00000 104517.00| 50.00000 106650.00| 50.00000 106650.00 HOT MIX ASPHALT SKID PAVEMENT, STONE OR | | | GRAVEL | | | 0730 402-01(1)S CC2 2041.000 MGR | | | HOT MIX ASPHALT SKID PAVEMENT, SLAG | | | 0735 604-250450A7 DD1 110.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE, 450MM, | | | A7 | | | 0740 604-280450 DD1 3.000 EA | | | END SECTION FOR CORRUGATED ALUMINUM | | | ALLOY PIPE 450MM | | | 0745 604-760450A7 DD2 110.000 M | 110.00000 12100.00| 195.00000 21450.00| 160.00000 17600.00 ALLUMINUM COATED CORRUGATED STEEL PIPE, | | | 450MM, A7 | | | 0750 604-090450 DD2 3.000 EA | 140.00000 420.00| 400.00000 1200.00| 1000.00000 3000.00 END SECTION FOR CORRUGATED STEEL PIPE | | | 450MM | | | 0755 604-250600B2 EE1 287.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE, 600MM, | | | B2 | | | 0760 604-280600 EE1 5.000 EA | | | END SECTION FOR CORRUGATED ALUMINUM | | | ALLOY PIPE 600MM | | | 0765 604-760600A2 EE2 287.000 M | 175.00000 50225.00| 162.00000 46494.00| 240.00000 68880.00 ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 600MM, A2 | | | 0770 604-090600 EE2 5.000 EA | 200.00000 1000.00| 450.00000 2250.00| 1000.00000 5000.00 END SECTION FOR CORRUGATED STEEL PIPE | | | 600MM | | | 0775 604-250750D2 FF1 133.000 M | 230.00000 30590.00| | CORRUGATED ALUMINUM ALLOY PIPE, 750MM, | | | D2 | | | 0780 604-760750B2 FF2 133.000 M | | 450.00000 59850.00| 370.00000 49210.00 ALLUMINUM COATED CORRUGATED STEEL PIPE, | | | 750MM, B2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 001 -23 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715011 COUNTIES : RANDOLPH LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 25-1269025 |(5) 25-1021993 |(6) 25-1355037 |MASHUDA CORPORATION |TRUMBULL CORPORATION |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0785 604-250900A3 GG1 74.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE 900MM,A3 | | | 0790 604-760900A7 GG2 74.000 M | 170.00000 12580.00| 350.00000 25900.00| 440.00000 32560.00 ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 900MM, A7 | | | 0795 604-251350E3 HH1 120.000 M | 240.00000 28800.00| | CORRUGATED ALUMINUM ALLOY PIPE 1350MM, | | | E3 | | | 0800 604-761350D3 HH2 120.000 M | | 310.00000 37200.00| 560.00000 67200.00 ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 1350MM, D3 | | | SECTION TOTALS | $ 15,025,058.39| $ 15,881,014.73| $ 16,182,576.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE NO. 4536 | | | 0805 212-01 675.000 M3 | 75.00000 50625.00| 50.00000 33750.00| 35.00000 23625.00 STRUCTURE EXCAVATION | | | 0810 212-05 140.000 M3 | 85.00000 11900.00| 65.00000 9100.00| 70.00000 9800.00 SELECT MATERIAL FOR BACKFILLING | | | 0815 408-02 205.000 L | 0.65000 133.25| 0.70000 143.50| 0.70000 143.50 BITUMINOUS MATERIAL | | | 0820 601-02 259.000 M3 | 370.00000 95830.00| 410.00000 106190.00| 350.00000 90650.00 CLASS B CONCRETE | | | 0825 601-02-A 70.000 M3 | 800.00000 56000.00| 770.00000 53900.00| 800.00000 56000.00 CLASS B CONCRETE, ARCHITECTURAL | | | 0832 601-03-A 12.000 M3 | 1400.00000 16800.00| 1800.00000 21600.00| 1200.00000 14400.00 CLASS K CONCRETE, ARCHITECTURAL | | | 0835 602-01 23463.000 KG | 1.10000 25809.30| 1.20000 28155.60| 1.25000 29328.75 REIN STEEL BARS | | | 0840 602-02 3668.000 KG | 1.30000 4768.40| 1.30000 4768.40| 1.40000 5135.20 EPOXY COATED REINFORCING BARS | | | 0845 603-01 212.000 M | 350.00000 74200.00| 530.00000 112360.00| 600.00000 127200.00 PRESTRESSED CONCRETE BEAMS | | | 0850 639-01 LUMP| 20000.00000 20000.00| 50000.00000 50000.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKES | | | 0855 402-01(1)SG KK1 27.000 MGR | 49.00000 1323.00| 50.00000 1350.00| 50.00000 1350.00 HOT MIX ASPHALT SKID PAVEMENT, STONE OR | | | GRAVEL | | | 0860 402-01(1)S KK2 25.000 MGR | | | HOT MIX ASPHALT SKID PAVEMENT, SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 001 -24 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715011 COUNTIES : RANDOLPH LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 25-1269025 |(5) 25-1021993 |(6) 25-1355037 |MASHUDA CORPORATION |TRUMBULL CORPORATION |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 357,388.95| $ 421,317.50| $ 367,632.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 BOX CULVERT | | | 0865 212-01 1430.000 M3 | 45.00000 64350.00| 50.00000 71500.00| 40.00000 57200.00 STRUCTURE EXCAVATION | | | 0870 212-05 65.000 M3 | 85.00000 5525.00| 65.00000 4225.00| 60.00000 3900.00 SELECT MATERIAL FOR BACKFILLING | | | 0875 601-02 250.000 M3 | 550.00000 137500.00| 500.00000 125000.00| 550.00000 137500.00 CLASS B CONCRETE | | | 0880 602-01 36984.000 KG | 1.10000 40682.40| 1.20000 44380.80| 1.25000 46230.00 REIN STEEL BARS | | | 0885 639-01 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ 258,057.40| $ 255,105.80| $ 254,830.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 BRIDGE NO. 4535 | | | 0890 212-01 MM1 13000.000 M3 | 20.50000 266500.00| | STRUCTURE EXCAVATION | | | 0891 212-05 MM1 900.000 M3 | 67.50000 60750.00| | SELECT MATERIAL FOR BACKFILLING | | | 0892 601-02 MM1 4200.000 M3 | 390.00000 1638000.00| | CLASS B CONCRETE | | | 0893 602-01 MM1 596888.000 KG | 1.00000 596888.00| | REIN STEEL BARS | | | 0894 639-01 MM1 LUMP| 50000.00000 50000.00| | CONSTRUCTION LAYOUT STAKES | | | 0895 212-01 MM2 15700.000 M3 | | 16.00000 251200.00| 25.00000 392500.00 STRUCTURE EXCAVATION | | | 0896 212-05 MM2 10300.000 M3 | | 40.00000 412000.00| 32.00000 329600.00 SELECT MATERIAL FOR BACKFILLING | | | 0897 601-02 MM2 65.000 M3 | | 1000.00000 65000.00| 550.00000 35750.00 CLASS B CONCRETE | | | 0898 602-01 MM2 5250.000 KG | | 1.20000 6300.00| 1.70000 8925.00 REIN STEEL BARS | | | 0899 604-194570F6 MM2 760.000 M | | 1900.00000 1444000.00| 1900.00000 1444000.00 FULL BITUMINOUS COATED AND FIELD PAVED | | | STRUCTURAL PLATE PIPE , 4570MM, F6 | | | 0900 639-01 MM2 LUMP| | 100000.00000 100000.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 001 -25 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715011 COUNTIES : RANDOLPH LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 25-1269025 |(5) 25-1021993 |(6) 25-1355037 |MASHUDA CORPORATION |TRUMBULL CORPORATION |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 2,612,138.00| $ 2,278,500.00| $ 2,220,775.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 BRIDGE NOP. 4283 | | | 0915 212-01 3120.000 M3 | 44.00000 137280.00| 38.00000 118560.00| 30.00000 93600.00 STRUCTURE EXCAVATION | | | 0920 212-05 228.000 M3 | 85.00000 19380.00| 80.00000 18240.00| 60.00000 13680.00 SELECT MATERIAL FOR BACKFILLING | | | 0925 218-04200 2600.000 M2 | 19.00000 49400.00| 22.00000 57200.00| 30.00000 78000.00 CRUSHED ROCK SLOPE PROTECTION 200MM | | | 0930 601-02 1242.000 M3 | 380.00000 471960.00| 400.00000 496800.00| 400.00000 496800.00 CLASS B CONCRETE | | | 0935 601-02-A 371.000 M3 | 700.00000 259700.00| 720.00000 267120.00| 700.00000 259700.00 CLASS B CONCRETE, ARCHITECTURAL | | | 0940 601-03 1195.000 M3 | 725.00000 866375.00| 850.00000 1015750.00| 800.00000 956000.00 CLASS K CONCRETE | | | 0945 601-03-A 117.000 M3 | 1200.00000 140400.00| 1200.00000 140400.00| 1200.00000 140400.00 CLASS K CONCRETE, ARCHITECTURAL | | | 0950 602-01 158439.000 KG | 1.10000 174282.90| 1.20000 190126.80| 1.25000 198048.75 REIN STEEL BARS | | | 0955 602-02 282039.000 KG | 1.30000 366650.70| 1.30000 366650.70| 1.40000 394854.60 EPOXY COATED REINFORCING BARS | | | 0960 603-18(1676) 1876.000 M | 500.00000 938000.00| 570.00000 1069320.00| 560.00000 1050560.00 PRESTRESSED CONCRETE I BEAMS 1676MM | | | 0965 616-05H250062 2265.000 M | 125.00000 283125.00| 150.00000 339750.00| 150.00000 339750.00 STEEL BEARING PILES, HP 250X62, | | | PRE-DRILLED AND DRIVEN | | | 0970 617-03 279.000 M | 150.00000 41850.00| 125.00000 34875.00| 130.00000 36270.00 ALUMINUM RAILING | | | 0975 639-01 LUMP| 60000.00000 60000.00| 100000.00000 100000.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKES | | | 0980 679-06 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 2000.00000 2000.00 TEST SLAB | | | 0985 679-02 LL1 250.000 M3 | | | LATEX MODIFIED PORTLAND CEMENT MORTAR | | | OR CONCRETE OVERLAYMENT OF BRIDGE DECK | | | 0990 679-04 LL2 250.000 M3 | 780.00000 195000.00| 790.00000 197500.00| 700.00000 175000.00 MICROSILICA CONCRETE OVERLAY | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 001 -26 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715011 COUNTIES : RANDOLPH LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 25-1269025 |(5) 25-1021993 |(6) 25-1355037 |MASHUDA CORPORATION |TRUMBULL CORPORATION |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 4,006,403.60| $ 4,415,292.50| $ 4,244,663.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 ROADWAY SIGNING | | | 0995 657-06S100115 94.000 M | 54.50000 5123.00| 55.00000 5170.00| 75.00000 7050.00 A-441 SUPPORTS, S 100X11.5 GALVANIZED | | | 1000 657-06W150018 42.000 M | 72.50000 3045.00| 73.00000 3066.00| 110.00000 4620.00 A-441 SUPPORTS, W 150X18, GALVANIZED | | | 1005 657-06W200026 22.000 M | 81.60000 1795.20| 82.00000 1804.00| 126.00000 2772.00 A-441 SUPPORTS, W 200X26.6 GALVANIZED | | | 1010 657-06W250032 15.000 M | 96.30000 1444.50| 96.50000 1447.50| 154.00000 2310.00 A-441 SUPPORTS, W 250X32 GALVANIZED | | | 1015 657-08 470.000 M | 13.00000 6110.00| 13.00000 6110.00| 15.00000 7050.00 2.98KG CHANNEL POST | | | 1020 657-10 257.000 M | 16.50000 4240.50| 16.50000 4240.50| 18.00000 4626.00 4.5KG CHANNEL POST | | | 1025 657-12 33.000 M | 23.00000 759.00| 13.50000 445.50| 35.00000 1155.00 5.96KG BACK/BACK CHANNEL POST | | | 1030 657-14 10.000 M | 26.00000 260.00| 27.00000 270.00| 40.00000 400.00 9.0KG BACK TO BACK CHANNEL POST | | | 1035 657-17 13.250 M3 | 925.00000 12256.25| 930.00000 12322.50| 750.00000 9937.50 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 1040 658-01 4.130 M3 | 1200.00000 4956.00| 1200.00000 4956.00| 760.00000 3138.80 CLASS B CONCRETE FOOTINGS, REINFORCED, | | | OVERHEAD | | | 1045 658-02 1.000 EA | 21500.00000 21500.00| 22000.00000 22000.00| 19500.00000 19500.00 OVERHEAD SIGN STRUCTURE, STEEL-ALUMINUM | | | COMBINATION | | | 1050 658-03 1.000 EA | 14500.00000 14500.00| 15000.00000 15000.00| 15500.00000 15500.00 OVERHEAD SIGN GALVANIZED STEEL | | | 1055 659-01 LUMP| 3385.00000 3385.00| 3500.00000 3500.00| 3400.00000 3400.00 SIGN LIGHTING TYPE 3 , (ASSY 1) | | | 1060 659-01 LUMP| 3385.00000 3385.00| 3500.00000 3500.00| 3400.00000 3400.00 SIGN LIGHTING TYPE 3 , (ASSY 2) | | | 1065 661-011 76.000 M2 | 175.00000 13300.00| 180.00000 13680.00| 175.00000 13300.00 2MM FLAT SHEET SIGNS | | | 1070 661-02 112.000 M2 | 220.00000 24640.00| 225.00000 25200.00| 240.00000 26880.00 EXTRUDED PANEL SIGNS | | | 1075 661-041 209.000 EA | 3.00000 627.00| 3.00000 627.00| 4.00000 836.00 DELINEATORS, REFLEX REFLECTOR, WHITE | | | SINGLE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 001 -27 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715011 COUNTIES : RANDOLPH LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 25-1269025 |(5) 25-1021993 |(6) 25-1355037 |MASHUDA CORPORATION |TRUMBULL CORPORATION |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1080 661-051 31.000 EA | 3.00000 93.00| 3.00000 93.00| 4.00000 124.00 DELINEATOR, REFLEX REFLACTOR, AMBER | | | SINGLE | | | 1085 661-07 2.000 UN | 22.00000 44.00| 23.00000 46.00| 45.00000 90.00 DELINEATOR, AMBER, THREE PER UNIT | | | 1090 661-08 10.000 EA | 60.00000 600.00| 62.00000 620.00| 75.00000 750.00 DELINEATOR BRACKET, TYPE A | | | SECTION TOTALS | $ 122,063.45| $ 124,098.00| $ 126,839.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 HIGHWAY LIGHTING | | | 1095 662-02 LUMP| 12125.00000 12125.00| 13000.00000 13000.00| 12000.00000 12000.00 GALVANIZED STEEL CONDUIT , 02 | | | 1100 662-02 LUMP| 24000.00000 24000.00| 25000.00000 25000.00| 24500.00000 24500.00 GALVANIZED STEEL CONDUIT , 03 | | | 1105 662-06A 2.000 EA | 820.00000 1640.00| 850.00000 1700.00| 820.00000 1640.00 JUNCTION BOX | | | 1110 662-06H250 7.000 EA | 1350.00000 9450.00| 1350.00000 9450.00| 1350.00000 9450.00 JUNCTION BOX (250X250MM) | | | 1115 662-06H460 8.000 EA | 1695.00000 13560.00| 1700.00000 13600.00| 1700.00000 13600.00 JUNCTION BOX (460X460) | | | 1120 662-07250W 9.000 EA | 425.00000 3825.00| 450.00000 4050.00| 425.00000 3825.00 LUMINAIRES (250W.) | | | 1125 662-082 LUMP| 3900.00000 3900.00| 4000.00000 4000.00| 3900.00000 3900.00 CABLE | | | 1130 662-083 LUMP| 7325.00000 7325.00| 7500.00000 7500.00| 7300.00000 7300.00 CABLE | | | 1135 662-10 1.000 EA | 2430.00000 2430.00| 2500.00000 2500.00| 2430.00000 2430.00 LIGHTING SUPPORT , TYPE 1 (12.2/2.4) | | | 1140 662-10 4.000 EA | 2495.00000 9980.00| 2500.00000 10000.00| 2500.00000 10000.00 LIGHTING SUPPORT , TYPE 1 (12.2/3.0) | | | 1145 662-10 3.000 EA | 2665.00000 7995.00| 2700.00000 8100.00| 2700.00000 8100.00 LIGHTING SUPPORT , TYPE 1 (12.2/3.7) | | | 1150 662-10 1.000 EA | 2875.00000 2875.00| 2900.00000 2900.00| 2900.00000 2900.00 LIGHTING SUPPORT , TYPE 1 (12.2/4.2) | | | 1155 662-13 LUMP| 7715.00000 7715.00| 8000.00000 8000.00| 7700.00000 7700.00 SERVICE AND CONTROL STATION , 02 | | | 1160 662-13 LUMP| 7715.00000 7715.00| 8000.00000 8000.00| 7700.00000 7700.00 SERVICE AND CONTROL STATION , 03 | | | 1165 662-14 LUMP| 35.00000 35.00| 200.00000 200.00| 1000.00000 1000.00 INCIDENTAL ELECTRICAL WORK | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 001 -28 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715011 COUNTIES : RANDOLPH LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 25-1269025 |(5) 25-1021993 |(6) 25-1355037 |MASHUDA CORPORATION |TRUMBULL CORPORATION |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1170 662-15 LUMP| 35.00000 35.00| 200.00000 200.00| 50.00000 50.00 ELECTRICAL TESTS , 02 | | | 1175 662-15 LUMP| 35.00000 35.00| 200.00000 200.00| 50.00000 50.00 ELECTRICAL TESTS , 03 | | | SECTION TOTALS | $ 114,640.00| $ 118,400.00| $ 116,145.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 PAVEMENT MARKINGS | | | 1180 663-0112W 8830.000 M | 0.40000 3532.00| 0.40000 3532.00| 0.40000 3532.00 EDGE LINE WHITE TYPE II | | | 1185 663-0112Y 4830.000 M | 0.40000 1932.00| 0.40000 1932.00| 0.40000 1932.00 EDGE LINE YELLOW TYPE II | | | 1190 663-0212W 1053.000 M | 0.48000 505.44| 0.50000 526.50| 0.50000 526.50 LANE LINE OR CENTER LINE WHITE TYPE II | | | 1195 663-0312 4100.000 M | 0.40000 1640.00| 0.40000 1640.00| 0.40000 1640.00 BARRIER LINES TYPE II | | | 1200 663-042 195.000 M | 0.75000 146.25| 0.75000 146.25| 1.00000 195.00 TYPE II CHANNELIZING LINES | | | 1205 663-055 56.000 M | 36.00000 2016.00| 36.00000 2016.00| 36.00000 2016.00 TYPE V STOP LINES | | | 1210 663-075W 120.000 M | 36.00000 4320.00| 36.00000 4320.00| 36.00000 4320.00 TYPE V STRIPES WHITE | | | 1215 663-075Y 125.000 M | 18.00000 2250.00| 18.00000 2250.00| 18.00000 2250.00 TYPE V STRIPES YELLOW | | | 1220 663-105 14.000 EA | 195.00000 2730.00| 200.00000 2800.00| 200.00000 2800.00 TYPE V LANE ARROWS | | | 1225 663-115 4.000 EA | 65.00000 260.00| 70.00000 280.00| 70.00000 280.00 TYPE V LANE LETTERS | | | SECTION TOTALS | $ 19,331.69| $ 19,442.75| $ 19,491.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 COMPUTER SYSTEM | | | 1230 640-04 LUMP| 10000.00000 10000.00| 8000.00000 8000.00| 7500.00000 7500.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 10,000.00| $ 8,000.00| $ 7,500.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 TRAINING | | | 1235 699 1000.000 HR | 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 ON JOB TRAINING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 001 -29 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715011 COUNTIES : RANDOLPH LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 25-1269025 |(5) 25-1021993 |(6) 25-1355037 |MASHUDA CORPORATION |TRUMBULL CORPORATION |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 800.00| $ 800.00| $ 800.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 WATERLINE RELOCATION | | | 1240 636-14 100.000 HR | 32.00000 3200.00| 32.00000 3200.00| 40.00000 4000.00 FLAGGER | | | 1245 639-01 LUMP| 950.00000 950.00| 20000.00000 20000.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKES | | | 1250 670-04200252 80.000 M | 91.00000 7280.00| 92.00000 7360.00| 100.00000 8000.00 DUCTILE IRON PIPE TYPE II CL52, 200MM | | | 1255 670-07200200 444.000 M | 70.00000 31080.00| 70.00000 31080.00| 75.00000 33300.00 PLASTIC PIPE CLASS 200, 200MM | | | 1260 670-09200 1.000 EA | 680.00000 680.00| 690.00000 690.00| 700.00000 700.00 GATE VALVE AND VALVE BOX, 200MM | | | 1265 670-10040005 305.000 M | 267.00000 81435.00| 270.00000 82350.00| 300.00000 91500.00 STEEL CASING PIPE, 400MM 4.76MM | | | 1270 670-190200 1.000 EA | 1400.00000 1400.00| 1400.00000 1400.00| 1400.00000 1400.00 SPECIAL VALVE, 200MM TAP & SLEEVE | | | 1275 670-04150252 90.000 M | 72.00000 6480.00| 75.00000 6750.00| 80.00000 7200.00 DUCTILE IRON PIPE TYPE II CLASS 52, | | | 150MM | | | 1280 670-07050200 10.000 M | 110.00000 1100.00| 110.00000 1100.00| 110.00000 1100.00 PLASTIC PIPE CLASS 200, 50MM | | | 1285 670-07100200 30.000 M | 90.00000 2700.00| 90.00000 2700.00| 90.00000 2700.00 PLASTIC PIPE CLASS 200, 100MM | | | 1290 670-07150200 1540.000 M | 67.30000 103642.00| 68.00000 104720.00| 75.00000 115500.00 PLASTIC PIPE CLASS 200, 150MM | | | 1295 670-09050 1.000 EA | 360.00000 360.00| 360.00000 360.00| 400.00000 400.00 GATE VALVE AND VALVE BOX, 50MM | | | 1300 670-09100 1.000 EA | 420.00000 420.00| 420.00000 420.00| 450.00000 450.00 GATE VALVE AND VALVE BOX, 100MM | | | 1305 670-09150 8.000 EA | 485.00000 3880.00| 490.00000 3920.00| 500.00000 4000.00 GATE VALVE AND VALVE BOX, 150MM | | | 1310 670-190100 1.000 EA | 1290.00000 1290.00| 1300.00000 1300.00| 1300.00000 1300.00 SPECIAL VALVE, 100MM TAP & SLEEVE | | | 1315 670-190150 3.000 EA | 1400.00000 4200.00| 1400.00000 4200.00| 1400.00000 4200.00 SPECIAL VALVE, 150MM TAP & SLEEVE | | | SECTION TOTALS | $ 250,097.00| $ 271,550.00| $ 280,750.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 22,775,978.48| $ 23,793,521.28| $ 23,822,003.25 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 001 -30 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715011 COUNTIES : RANDOLPH LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(7) 61-0874665 |(8) 55-0683174 |(9) 38-1894432 |ELMO GREER & SONS, INC. |HEETER CONSTRUCTION, INC. |ANGELO IAFRATE 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 | 448000.00000 448000.00| 340000.00000 340000.00| 800000.00000 800000.00 CLEARING AND GRUBBING | | | 0010 202-01 1.000 LS | 1500.00000 1500.00| 1500.00000 1500.00| 1.00000 1.00 BUILDING DEMOLITION , 202-01(03) | | | 0015 202-01 1.000 LS | 1500.00000 1500.00| 1500.00000 1500.00| 1.00000 1.00 BUILDING DEMOLITION , 202-01(04) | | | 0020 202-01 1.000 LS | 1500.00000 1500.00| 1500.00000 1500.00| 1.00000 1.00 BUILDING DEMOLITION , 202-01(05) | | | 0080 202-01 1.000 LS | 3000.00000 3000.00| 1000.00000 1000.00| 1.00000 1.00 BUILDING DEMOLITION , 202-01(33) | | | 0085 202-01 1.000 LS | 4000.00000 4000.00| 4000.00000 4000.00| 1.00000 1.00 BUILDING DEMOLITION , 202-01(24) | | | 0090 202-01 1.000 LS | 2500.00000 2500.00| 2500.00000 2500.00| 1.00000 1.00 BUILDING DEMOLITION , 202-01(25) | | | 0095 202-01 1.000 LS | 2000.00000 2000.00| 2000.00000 2000.00| 1.00000 1.00 BUILDING DEMOLITION , 202-01(26) | | | 0100 202-01 1.000 LS | 2500.00000 2500.00| 2500.00000 2500.00| 1.00000 1.00 BUILDING DEMOLITION , 202-01(27) | | | 0105 202-01 1.000 LS | 5000.00000 5000.00| 5000.00000 5000.00| 1.00000 1.00 BUILDING DEMOLITION , 202-01(28) | | | 0107 202-01 1.000 LS | 1000.00000 1000.00| 1000.00000 1000.00| 1.00000 1.00 BUILDING DEMOLITION ,202-01(34) | | | 0110 202-01 1.000 LS | 1000.00000 1000.00| 1000.00000 1000.00| 1.00000 1.00 BUILDING DEMOLITION , 202-01(29) | | | 0115 202-01 1.000 LS | 5000.00000 5000.00| 5000.00000 5000.00| 1.00000 1.00 BUILDING DEMOLITION , 202-01(30) | | | 0120 202-01 1.000 LS | 250.00000 250.00| 250.00000 250.00| 1.00000 1.00 BUILDING DEMOLITION , 202-01(31) | | | 0125 202-01 1.000 LS | 250.00000 250.00| 250.00000 250.00| 1.00000 1.00 BUILDING DEMOLITION , 202-01(32) | | | 0130 202-01 1.000 LS | 5000.00000 5000.00| 1000.00000 1000.00| 1.00000 1.00 BUILDING DEMOLITION , 202-01(35) | | | 0150 202-01 1.000 LS | 5000.00000 5000.00| 5000.00000 5000.00| 1.00000 1.00 BUILDING DEMOLITION , 202-01(36) | | | 0155 202-01 1.000 LS | 1000.00000 1000.00| 1000.00000 1000.00| 1.00000 1.00 BUILDING DEMOLITION , 202-01(37) | | | 0160 202-03 LUMP| 500.00000 500.00| 500.00000 500.00| 1.00000 1.00 SEPTIC TANK ABANDONMENT , 202-03(28) | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 001 -31 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715011 COUNTIES : RANDOLPH LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(7) 61-0874665 |(8) 55-0683174 |(9) 38-1894432 |ELMO GREER & SONS, INC. |HEETER CONSTRUCTION, INC. |ANGELO IAFRATE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0165 202-03 LUMP| 500.00000 500.00| 500.00000 500.00| 1.00000 1.00 SEPTIC TANK ABANDONMENT , 202-03(30) | | | 0170 204-01 LUMP| 409000.00000 409000.00| 500000.00000 500000.00| 572000.00000 572000.00 MOBILIZATION | | | 0175 207-01 1574763.000 M3 | 4.48000 7054938.24| 4.50000 7086433.50| 5.88000 9259606.44 UNCLASSIFIED EXCAVATION | | | 0180 207-02 12140.000 M3 | 26.60000 322924.00| 32.00000 388480.00| 40.00000 485600.00 SUBGRADE | | | 0185 207-34 82820.000 M2 | 1.15000 95243.00| 1.00000 82820.00| 0.75000 62115.00 FABRIC FOR SEPARATION | | | 0190 211-02 53705.000 M3 | 28.28000 1518777.40| 20.00000 1074100.00| 32.00000 1718560.00 ROCK BORROW EXCAVATION | | | 0192 211-08 3921.000 MGR | 15.00000 58815.00| 25.00000 98025.00| 20.00000 78420.00 ROCK BORROW EXCAVATION | | | 0195 307-01 8364.000 M3 | 29.95000 250501.80| 35.00000 292740.00| 38.00000 317832.00 CLASS I AGGREGATE BASE COURSE | | | 0200 311-06 5523.000 M3 | 52.00000 287196.00| 50.00000 276150.00| 56.00000 309288.00 OPEN GRADED FREE DRAINING BASE | | | 0203 408-02 800.000 L | 0.65000 520.00| 0.50000 400.00| 0.65000 520.00 BITUMINOUS MATERIAL | | | 0205 409-02 91834.000 L | 0.65000 59692.10| 0.50000 45917.00| 0.65000 59692.10 BITUMINOUS MATERIAL PRIME | | | 0210 501-01250 7000.000 M2 | 53.00000 371000.00| 66.00000 462000.00| 45.00000 315000.00 REIN PORTLAND CEMENT CONCRETE PAVEMENT | | | 250MM | | | 0215 501-05275 42249.000 M2 | 46.50000 1964578.50| 50.00000 2112450.00| 41.00000 1732209.00 NON-REIN PORTLAND CEMENT CONCRETE | | | PAVEMENT 275MM | | | 0217 501-10 10.000 EA | 2400.00000 24000.00| 3000.00000 30000.00| 2500.00000 25000.00 BRIDGE APPROACH EXPANSION JOINT | | | 0218 502-01300 695.000 M2 | 150.00000 104250.00| 122.00000 84790.00| 134.00000 93130.00 PORTLAND CEMENT CONCRETE APPRACH SLAB | | | 300MM | | | 0220 601-02 53.210 M3 | 1300.00000 69173.00| 1285.00000 68374.85| 1125.00000 59861.25 CLASS B CONCRETE | | | 0225 604-3704503 999.000 M | 159.00000 158841.00| 165.00000 164835.00| 215.00000 214785.00 REINFORCED CONCRETE PIPE, 450MM, CLIII | | | 0230 604-3706003 864.000 M | 218.00000 188352.00| 190.00000 164160.00| 225.00000 194400.00 REINFORCED CONCRETE PIPE, 600MM, CLASS | | | III | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 001 -32 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715011 COUNTIES : RANDOLPH LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(7) 61-0874665 |(8) 55-0683174 |(9) 38-1894432 |ELMO GREER & SONS, INC. |HEETER CONSTRUCTION, INC. |ANGELO IAFRATE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0235 604-3707503 64.000 M | 278.00000 17792.00| 240.00000 15360.00| 305.00000 19520.00 REINFORCED CONCRETE PIPE, 750MM, CLASS | | | III | | | 0240 604-3709003 40.000 M | 330.00000 13200.00| 280.00000 11200.00| 325.00000 13000.00 REINFORCED CONCRETE PIPE, 900MM, CL III | | | 0245 604-3710503 87.000 M | 370.00000 32190.00| 380.00000 33060.00| 400.00000 34800.00 REINFORCED CONCRETE PIPE, 1050MM, CLASS | | | III | | | 0250 604-3712003 70.000 M | 400.00000 28000.00| 400.00000 28000.00| 450.00000 31500.00 REINFORCED CONCRETE PIPE, 1200MM, CLASS | | | III | | | 0251 604-380450 4.000 EA | 600.00000 2400.00| 600.00000 2400.00| 550.00000 2200.00 REINFORCED CONCRETE END SECTION, 450MM | | | 0253 604-380750 1.000 EA | 1000.00000 1000.00| 1700.00000 1700.00| 825.00000 825.00 REINFORCED CONCRETE END SECTION, 750MM | | | 0254 604-381050 1.000 M | 1400.00000 1400.00| 3000.00000 3000.00| 1450.00000 1450.00 REINFORCED CONCRETE END SECTION, 1050MM | | | 0255 604-381200 1.000 EA | 1800.00000 1800.00| 3300.00000 3300.00| 2325.00000 2325.00 REINFORCED CONCRETE END SECTION, 1200MM | | | 0257 604-761500C3 165.000 M | 552.00000 91080.00| 600.00000 99000.00| 300.00000 49500.00 ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 1500MM, C3 | | | 0260 605-04 20.000 EA | 1750.00000 35000.00| 3000.00000 60000.00| 2100.00000 42000.00 TYPE B INLET | | | 0265 605-09 52.000 EA | 2000.00000 104000.00| 3000.00000 156000.00| 2200.00000 114400.00 TYPE G INLET | | | 0270 605-091 5.000 EA | 12800.00000 64000.00| 9500.00000 47500.00| 5500.00000 27500.00 TYPE G INLET, MODIFIED | | | 0272 606-22 35.000 M3 | 60.00000 2100.00| 50.00000 1750.00| 54.00000 1890.00 CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 0273 606-250150 105.000 M | 55.00000 5775.00| 150.00000 15750.00| 53.00000 5565.00 UNDERDRAIN PIPE 150MM | | | 0275 606-29 6000.000 M | 20.00000 120000.00| 20.00000 120000.00| 26.00000 156000.00 FREE DRAINING BASE (FDB) TRENCH | | | 0280 606-30 3021.000 M | 35.00000 105735.00| 85.00000 256785.00| 38.00000 114798.00 OUTLET PIPE | | | 0285 607-011 3136.000 M | 33.50000 105056.00| 24.00000 75264.00| 30.70000 96275.20 TYPE 1 GUARDRAIL, CLASS I | | | 0290 607-012 106.000 M | 24.65000 2612.90| 15.00000 1590.00| 23.00000 2438.00 TYPE 1 GUARDRAIL CLASS II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 001 -33 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715011 COUNTIES : RANDOLPH LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(7) 61-0874665 |(8) 55-0683174 |(9) 38-1894432 |ELMO GREER & SONS, INC. |HEETER CONSTRUCTION, INC. |ANGELO IAFRATE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0295 607-25A 5.000 EA | 350.00000 1750.00| 200.00000 1000.00| 260.00000 1300.00 CUT SLOPE TERMINAL, TYPE A | | | 0300 607-28 8.000 EA | 800.00000 6400.00| 900.00000 7200.00| 800.00000 6400.00 MODIFIED ECCENTRIC LOADER TERMINAL | | | 0305 607-30 12.000 EA | 425.00000 5100.00| 200.00000 2400.00| 375.00000 4500.00 SPECIAL TRAILING END TERMINAL | | | 0310 608-0211 5533.000 M | 28.20000 156030.60| 27.50000 152157.50| 27.80000 153817.40 RIGHT OF WAY FENCE FARM FIELD 1.19M | | | 0315 610-012 732.000 M | 50.00000 36600.00| 50.00000 36600.00| 95.00000 69540.00 PLAIN CONCRETE CURBING TYPE II | | | 0320 633-03 4156.000 M3 | 36.50000 151694.00| 50.00000 207800.00| 52.00000 216112.00 DUMPED ROCK GUTTER | | | 0325 636-07 2100.000 M | 1.85000 3885.00| 1.85000 3885.00| 1.85000 3885.00 ERADICATION PAVEMENT MARKINGS | | | 0330 636-08 4000.000 M | 0.95000 3800.00| 0.80000 3200.00| 0.80000 3200.00 TEMP PVMT MARKING-PAINT | | | 0335 636-09 6120.000 M | 3.40000 20808.00| 3.25000 19890.00| 3.25000 19890.00 TEMP PVMT MARKING-TAPE | | | 0340 636-11 36240.000 UN | 1.15000 41676.00| 1.10000 39864.00| 1.25000 45300.00 TRAFFIC CONTROL DEVICE | | | 0345 636-12 2.000 EA | 375.00000 750.00| 350.00000 700.00| 2500.00000 5000.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 0350 636-13 353.000 EA | 2.20000 776.60| 2.00000 706.00| 2.50000 882.50 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 0355 636-14 9760.000 HR | 30.00000 292800.00| 37.00000 361120.00| 35.00000 341600.00 FLAGGER | | | 0360 636-17 80.000 M | 75.00000 6000.00| 60.00000 4800.00| 126.00000 10080.00 TEMPORARY CONCRETE BARRIERS | | | 0365 636-22 900.000 DA | 65.00000 58500.00| 45.00000 40500.00| 45.00000 40500.00 CHANGEABLE MESSAGE SIGN | | | 0370 636-25A 4160.000 DA | 0.50000 2080.00| 0.50000 2080.00| 0.60000 2496.00 WARNING LIGHTS TYPE A | | | 0375 636-25B 5100.000 DA | 1.65000 8415.00| 1.65000 8415.00| 1.80000 9180.00 WARNING LIGHTS TYPE B | | | 0380 636-25C 1190.000 DA | 0.55000 654.50| 0.50000 595.00| 0.60000 714.00 WARNING LIGHTS TYPE C | | | 0385 637-01 1000.000 M3 | 5.00000 5000.00| 10.00000 10000.00| 25.00000 25000.00 WATER FOR DUST PALLIATIVE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 001 -34 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715011 COUNTIES : RANDOLPH LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(7) 61-0874665 |(8) 55-0683174 |(9) 38-1894432 |ELMO GREER & SONS, INC. |HEETER CONSTRUCTION, INC. |ANGELO IAFRATE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0390 638-02 77.000 EA | 75.00000 5775.00| 40.00000 3080.00| 85.00000 6545.00 RIGHT OF WAY MARKERS | | | 0395 638-03 6.000 EA | 200.00000 1200.00| 200.00000 1200.00| 160.00000 960.00 SURVEY MARKERS | | | 0400 639-01 LUMP| 250000.00000 250000.00| 250000.00000 250000.00| 350000.00000 350000.00 CONSTRUCTION LAYOUT STAKES | | | 0405 640-01 LUMP| 42500.00000 42500.00| 30000.00000 30000.00| 30000.00000 30000.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0410 640-03 LUMP| 10000.00000 10000.00| 7000.00000 7000.00| 15000.00000 15000.00 BUILDING EQUIPMENT | | | 0415 642-01 2536.000 M | 1.50000 3804.00| 2.00000 5072.00| 5.00000 12680.00 TEMPORARY BERMS | | | 0420 642-02 64.000 M | 50.00000 3200.00| 80.00000 5120.00| 90.00000 5760.00 SLOPE DRAINS | | | 0425 642-031 189.000 EA | 150.00000 28350.00| 50.00000 9450.00| 135.00000 25515.00 DITCH CHECKS | | | 0430 642-032 2.000 EA | 750.00000 1500.00| 700.00000 1400.00| 500.00000 1000.00 CHECK DAMS | | | 0435 642-033 4603.000 M3 | 4.90000 22554.70| 6.50000 29919.50| 11.00000 50633.00 SEDIMENT TRAP | | | 0440 642-034 567.000 M3 | 4.75000 2693.25| 65.00000 36855.00| 8.50000 4819.50 SEDIMENT DAM | | | 0445 642-036 19880.000 M3 | 3.00000 59640.00| 0.01000 198.80| 5.00000 99400.00 SEDIMENT REMOVAL | | | 0450 642-041 1252.000 KG | 0.30000 375.60| 0.30000 375.60| 1.00000 1252.00 TEMPORARY SEED | | | 0455 642-044 2251.000 KG | 0.80000 1800.80| 0.80000 1800.80| 1.20000 2701.20 SEED MIXTURE L | | | 0465 642-051 71.000 MGR | 325.00000 23075.00| 1500.00000 106500.00| 500.00000 35500.00 STRAW OR HAY MULCH | | | 0470 642-052 5.000 MGR | 775.00000 3875.00| 775.00000 3875.00| 1000.00000 5000.00 WOOD CELLULOSE FIBER MULCH | | | 0475 642-06 17.000 MGR | 950.00000 16150.00| 950.00000 16150.00| 400.00000 6800.00 FERTILIZER | | | 0480 642-07 254.000 M2 | 1.49000 378.46| 1.50000 381.00| 1.50000 381.00 FIBER MATTING | | | 0485 642-08 1247.000 M | 50.00000 62350.00| 70.00000 87290.00| 78.00000 97266.00 TEMPORARY PIPE | | | 0490 642-09 2030.000 M | 0.75000 1522.50| 1.50000 3045.00| 10.25000 20807.50 CONTOUR DITCH | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 001 -35 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715011 COUNTIES : RANDOLPH LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(7) 61-0874665 |(8) 55-0683174 |(9) 38-1894432 |ELMO GREER & SONS, INC. |HEETER CONSTRUCTION, INC. |ANGELO IAFRATE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0495 642-10 54.000 MGR | 50.00000 2700.00| 50.00000 2700.00| 25.00000 1350.00 AGRICULTURAL LIMESTONE | | | 0500 642-11 2216.000 EA | 5.00000 11080.00| 6.00000 13296.00| 5.00000 11080.00 HAY OR STRAW BALES | | | 0505 642-12 2027.000 M | 8.50000 17229.50| 12.00000 24324.00| 5.40000 10945.80 SILT FENCE | | | 0510 652-01 63.000 MGR | 50.00000 3150.00| 50.00000 3150.00| 25.00000 1575.00 AGRICULTURAL LIMESTONE | | | 0515 652-021 8.000 MGR | 950.00000 7600.00| 950.00000 7600.00| 1375.00000 11000.00 FERTILIZER 10-20-10 | | | 0520 652-022 6.000 MGR | 1300.00000 7800.00| 1300.00000 7800.00| 1000.00000 6000.00 UREA FORMALDEHYDE FERTILIZER | | | 0525 652-035 2251.000 KG | 0.80000 1800.80| 0.80000 1800.80| 0.75000 1688.25 SEED MIXTURE L | | | 0535 652-041 72.000 MGR | 350.00000 25200.00| 350.00000 25200.00| 270.00000 19440.00 STRAW OR HAY MULCH | | | 0540 652-042 5.000 MGR | 775.00000 3875.00| 775.00000 3875.00| 750.00000 3750.00 WOOD CELLULOSE FIBER MULCH | | | 0545 655-02A 3081.000 M2 | 4.40000 13556.40| 4.40000 13556.40| 5.50000 16945.50 PERMANENT EROSION MATTING, TYPE A | | | 0550 664-014 2.000 EA | 9000.00000 18000.00| 5000.00000 10000.00| 11000.00000 22000.00 IMPACT ATTENUATING DEVICE TYPE IV | | | 0555 664-014A 2.000 EA | 1200.00000 2400.00| 5000.00000 10000.00| 2000.00000 4000.00 REMOVE AND RESET G.R.E.A.T. ATTENUATING | | | DEVICE TYPE IV | | | 0557 675-21030006 190.000 M | 210.00000 39900.00| 240.00000 45600.00| 240.00000 45600.00 STEEL CASING PIPE 300MM 6.35MM | | | 0635 681-01 LUMP| 500.00000 500.00| 500.00000 500.00| 1.00000 1.00 ASBESTOS ABATEMENT , 681-01(24) | | | 0660 681-01 LUMP| 6500.00000 6500.00| 6500.00000 6500.00| 1.00000 1.00 ASBESTOS ABATEMENT , 681-01(28) | | | 0665 681-01 LUMP| 500.00000 500.00| 500.00000 500.00| 1.00000 1.00 ASBESTOS ABATEMENT , 681-01(29) | | | 0670 681-01 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 1.00000 1.00 ASBESTOS ABATEMENT , 681-01(37) | | | 0715 401-1(1)SG AA1 11341.000 MGR | 40.00000 453640.00| 40.00000 453640.00| 40.00000 453640.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0720 401-1(1)S AA2 10815.000 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 001 -36 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715011 COUNTIES : RANDOLPH LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(7) 61-0874665 |(8) 55-0683174 |(9) 38-1894432 |ELMO GREER & SONS, INC. |HEETER CONSTRUCTION, INC. |ANGELO IAFRATE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0722 401-2(1)SG BB1 302.000 MGR | 45.00000 13590.00| 60.00000 18120.00| 45.00000 13590.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0723 401-2(1)S BB2 288.000 MGR | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | 0725 402-01(1)SG CC1 2133.000 MGR | 49.00000 104517.00| 60.00000 127980.00| 40.00000 85320.00 HOT MIX ASPHALT SKID PAVEMENT, STONE OR | | | GRAVEL | | | 0730 402-01(1)S CC2 2041.000 MGR | | | HOT MIX ASPHALT SKID PAVEMENT, SLAG | | | 0735 604-250450A7 DD1 110.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE, 450MM, | | | A7 | | | 0740 604-280450 DD1 3.000 EA | | | END SECTION FOR CORRUGATED ALUMINUM | | | ALLOY PIPE 450MM | | | 0745 604-760450A7 DD2 110.000 M | 180.00000 19800.00| 245.00000 26950.00| 155.00000 17050.00 ALLUMINUM COATED CORRUGATED STEEL PIPE, | | | 450MM, A7 | | | 0750 604-090450 DD2 3.000 EA | 200.00000 600.00| 940.00000 2820.00| 330.00000 990.00 END SECTION FOR CORRUGATED STEEL PIPE | | | 450MM | | | 0755 604-250600B2 EE1 287.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE, 600MM, | | | B2 | | | 0760 604-280600 EE1 5.000 EA | | | END SECTION FOR CORRUGATED ALUMINUM | | | ALLOY PIPE 600MM | | | 0765 604-760600A2 EE2 287.000 M | 246.00000 70602.00| 395.00000 113365.00| 135.00000 38745.00 ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 600MM, A2 | | | 0770 604-090600 EE2 5.000 EA | 300.00000 1500.00| 545.00000 2725.00| 380.00000 1900.00 END SECTION FOR CORRUGATED STEEL PIPE | | | 600MM | | | 0775 604-250750D2 FF1 133.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE, 750MM, | | | D2 | | | 0780 604-760750B2 FF2 133.000 M | 380.00000 50540.00| 485.00000 64505.00| 135.00000 17955.00 ALLUMINUM COATED CORRUGATED STEEL PIPE, | | | 750MM, B2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 001 -37 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715011 COUNTIES : RANDOLPH LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(7) 61-0874665 |(8) 55-0683174 |(9) 38-1894432 |ELMO GREER & SONS, INC. |HEETER CONSTRUCTION, INC. |ANGELO IAFRATE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0785 604-250900A3 GG1 74.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE 900MM,A3 | | | 0790 604-760900A7 GG2 74.000 M | 400.00000 29600.00| 500.00000 37000.00| 330.00000 24420.00 ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 900MM, A7 | | | 0795 604-251350E3 HH1 120.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE 1350MM, | | | E3 | | | 0800 604-761350D3 HH2 120.000 M | 398.00000 47760.00| 600.00000 72000.00| 350.00000 42000.00 ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 1350MM, D3 | | | SECTION TOTALS | $ 16,460,347.65| $ 16,838,466.75| $ 19,596,429.64 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE NO. 4536 | | | 0805 212-01 675.000 M3 | 45.00000 30375.00| 40.60000 27405.00| 75.00000 50625.00 STRUCTURE EXCAVATION | | | 0810 212-05 140.000 M3 | 75.00000 10500.00| 93.00000 13020.00| 85.00000 11900.00 SELECT MATERIAL FOR BACKFILLING | | | 0815 408-02 205.000 L | 1.00000 205.00| 0.60000 123.00| 0.65000 133.25 BITUMINOUS MATERIAL | | | 0820 601-02 259.000 M3 | 450.00000 116550.00| 396.50000 102693.50| 370.00000 95830.00 CLASS B CONCRETE | | | 0825 601-02-A 70.000 M3 | 600.00000 42000.00| 760.00000 53200.00| 800.00000 56000.00 CLASS B CONCRETE, ARCHITECTURAL | | | 0832 601-03-A 12.000 M3 | 900.00000 10800.00| 1416.00000 16992.00| 1400.00000 16800.00 CLASS K CONCRETE, ARCHITECTURAL | | | 0835 602-01 23463.000 KG | 1.35000 31675.05| 1.46000 34255.98| 1.10000 25809.30 REIN STEEL BARS | | | 0840 602-02 3668.000 KG | 1.75000 6419.00| 1.46000 5355.28| 1.30000 4768.40 EPOXY COATED REINFORCING BARS | | | 0845 603-01 212.000 M | 520.00000 110240.00| 397.00000 84164.00| 525.00000 111300.00 PRESTRESSED CONCRETE BEAMS | | | 0850 639-01 LUMP| 5000.00000 5000.00| 5286.00000 5286.00| 40000.00000 40000.00 CONSTRUCTION LAYOUT STAKES | | | 0855 402-01(1)SG KK1 27.000 MGR | 100.00000 2700.00| 50.00000 1350.00| 40.00000 1080.00 HOT MIX ASPHALT SKID PAVEMENT, STONE OR | | | GRAVEL | | | 0860 402-01(1)S KK2 25.000 MGR | | | HOT MIX ASPHALT SKID PAVEMENT, SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 001 -38 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715011 COUNTIES : RANDOLPH LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(7) 61-0874665 |(8) 55-0683174 |(9) 38-1894432 |ELMO GREER & SONS, INC. |HEETER CONSTRUCTION, INC. |ANGELO IAFRATE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 366,464.05| $ 343,844.76| $ 414,245.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 BOX CULVERT | | | 0865 212-01 1430.000 M3 | 35.00000 50050.00| 21.00000 30030.00| 45.00000 64350.00 STRUCTURE EXCAVATION | | | 0870 212-05 65.000 M3 | 75.00000 4875.00| 95.00000 6175.00| 85.00000 5525.00 SELECT MATERIAL FOR BACKFILLING | | | 0875 601-02 250.000 M3 | 360.00000 90000.00| 540.00000 135000.00| 550.00000 137500.00 CLASS B CONCRETE | | | 0880 602-01 36984.000 KG | 1.35000 49928.40| 1.50000 55476.00| 1.10000 40682.40 REIN STEEL BARS | | | 0885 639-01 LUMP| 2000.00000 2000.00| 6200.00000 6200.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ 196,853.40| $ 232,881.00| $ 258,057.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 BRIDGE NO. 4535 | | | 0890 212-01 MM1 13000.000 M3 | 27.00000 351000.00| | STRUCTURE EXCAVATION | | | 0891 212-05 MM1 900.000 M3 | 75.00000 67500.00| | SELECT MATERIAL FOR BACKFILLING | | | 0892 601-02 MM1 4200.000 M3 | 350.00000 1470000.00| | CLASS B CONCRETE | | | 0893 602-01 MM1 596888.000 KG | 1.30000 775954.40| | REIN STEEL BARS | | | 0894 639-01 MM1 LUMP| 8000.00000 8000.00| | CONSTRUCTION LAYOUT STAKES | | | 0895 212-01 MM2 15700.000 M3 | | 45.00000 706500.00| 12.00000 188400.00 STRUCTURE EXCAVATION | | | 0896 212-05 MM2 10300.000 M3 | | 62.00000 638600.00| 100.00000 1030000.00 SELECT MATERIAL FOR BACKFILLING | | | 0897 601-02 MM2 65.000 M3 | | 1250.00000 81250.00| 1200.00000 78000.00 CLASS B CONCRETE | | | 0898 602-01 MM2 5250.000 KG | | 2.35000 12337.50| 1.80000 9450.00 REIN STEEL BARS | | | 0899 604-194570F6 MM2 760.000 M | | 1590.00000 1208400.00| 1370.00000 1041200.00 FULL BITUMINOUS COATED AND FIELD PAVED | | | STRUCTURAL PLATE PIPE , 4570MM, F6 | | | 0900 639-01 MM2 LUMP| | 20000.00000 20000.00| 25000.00000 25000.00 CONSTRUCTION LAYOUT STAKES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 001 -39 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715011 COUNTIES : RANDOLPH LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(7) 61-0874665 |(8) 55-0683174 |(9) 38-1894432 |ELMO GREER & SONS, INC. |HEETER CONSTRUCTION, INC. |ANGELO IAFRATE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 2,672,454.40| $ 2,667,087.50| $ 2,372,050.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 BRIDGE NOP. 4283 | | | 0915 212-01 3120.000 M3 | 35.00000 109200.00| 28.50000 88920.00| 44.00000 137280.00 STRUCTURE EXCAVATION | | | 0920 212-05 228.000 M3 | 75.00000 17100.00| 92.00000 20976.00| 85.00000 19380.00 SELECT MATERIAL FOR BACKFILLING | | | 0925 218-04200 2600.000 M2 | 30.00000 78000.00| 20.50000 53300.00| 19.00000 49400.00 CRUSHED ROCK SLOPE PROTECTION 200MM | | | 0930 601-02 1242.000 M3 | 450.00000 558900.00| 447.25000 555484.50| 380.00000 471960.00 CLASS B CONCRETE | | | 0935 601-02-A 371.000 M3 | 520.00000 192920.00| 457.50000 169732.50| 700.00000 259700.00 CLASS B CONCRETE, ARCHITECTURAL | | | 0940 601-03 1195.000 M3 | 610.00000 728950.00| 545.50000 651872.50| 725.00000 866375.00 CLASS K CONCRETE | | | 0945 601-03-A 117.000 M3 | 765.00000 89505.00| 555.75000 65022.75| 1200.00000 140400.00 CLASS K CONCRETE, ARCHITECTURAL | | | 0950 602-01 158439.000 KG | 1.35000 213892.65| 1.45000 229736.55| 1.10000 174282.90 REIN STEEL BARS | | | 0955 602-02 282039.000 KG | 1.65000 465364.35| 2.05000 578179.95| 1.30000 366650.70 EPOXY COATED REINFORCING BARS | | | 0960 603-18(1676) 1876.000 M | 584.00000 1095584.00| 607.50000 1139670.00| 540.00000 1013040.00 PRESTRESSED CONCRETE I BEAMS 1676MM | | | 0965 616-05H250062 2265.000 M | 160.00000 362400.00| 154.00000 348810.00| 125.00000 283125.00 STEEL BEARING PILES, HP 250X62, | | | PRE-DRILLED AND DRIVEN | | | 0970 617-03 279.000 M | 140.00000 39060.00| 154.00000 42966.00| 150.00000 41850.00 ALUMINUM RAILING | | | 0975 639-01 LUMP| 25000.00000 25000.00| 37500.00000 37500.00| 90000.00000 90000.00 CONSTRUCTION LAYOUT STAKES | | | 0980 679-06 LUMP| 3000.00000 3000.00| 4100.00000 4100.00| 3000.00000 3000.00 TEST SLAB | | | 0985 679-02 LL1 250.000 M3 | | | LATEX MODIFIED PORTLAND CEMENT MORTAR | | | OR CONCRETE OVERLAYMENT OF BRIDGE DECK | | | 0990 679-04 LL2 250.000 M3 | 700.00000 175000.00| 920.00000 230000.00| 780.00000 195000.00 MICROSILICA CONCRETE OVERLAY | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 001 -40 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715011 COUNTIES : RANDOLPH LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(7) 61-0874665 |(8) 55-0683174 |(9) 38-1894432 |ELMO GREER & SONS, INC. |HEETER CONSTRUCTION, INC. |ANGELO IAFRATE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 4,153,876.00| $ 4,216,270.75| $ 4,111,443.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 ROADWAY SIGNING | | | 0995 657-06S100115 94.000 M | 54.50000 5123.00| 66.00000 6204.00| 66.00000 6204.00 A-441 SUPPORTS, S 100X11.5 GALVANIZED | | | 1000 657-06W150018 42.000 M | 72.50000 3045.00| 80.00000 3360.00| 80.00000 3360.00 A-441 SUPPORTS, W 150X18, GALVANIZED | | | 1005 657-06W200026 22.000 M | 81.60000 1795.20| 100.00000 2200.00| 100.00000 2200.00 A-441 SUPPORTS, W 200X26.6 GALVANIZED | | | 1010 657-06W250032 15.000 M | 96.30000 1444.50| 130.00000 1950.00| 130.00000 1950.00 A-441 SUPPORTS, W 250X32 GALVANIZED | | | 1015 657-08 470.000 M | 13.00000 6110.00| 14.00000 6580.00| 14.00000 6580.00 2.98KG CHANNEL POST | | | 1020 657-10 257.000 M | 16.50000 4240.50| 17.00000 4369.00| 17.00000 4369.00 4.5KG CHANNEL POST | | | 1025 657-12 33.000 M | 23.00000 759.00| 24.00000 792.00| 24.00000 792.00 5.96KG BACK/BACK CHANNEL POST | | | 1030 657-14 10.000 M | 26.00000 260.00| 35.00000 350.00| 35.00000 350.00 9.0KG BACK TO BACK CHANNEL POST | | | 1035 657-17 13.250 M3 | 925.00000 12256.25| 725.00000 9606.25| 725.00000 9606.25 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 1040 658-01 4.130 M3 | 1200.00000 4956.00| 1000.00000 4130.00| 1000.00000 4130.00 CLASS B CONCRETE FOOTINGS, REINFORCED, | | | OVERHEAD | | | 1045 658-02 1.000 EA | 21500.00000 21500.00| 22000.00000 22000.00| 22000.00000 22000.00 OVERHEAD SIGN STRUCTURE, STEEL-ALUMINUM | | | COMBINATION | | | 1050 658-03 1.000 EA | 14500.00000 14500.00| 18000.00000 18000.00| 18000.00000 18000.00 OVERHEAD SIGN GALVANIZED STEEL | | | 1055 659-01 LUMP| 3385.00000 3385.00| 4180.00000 4180.00| 4180.00000 4180.00 SIGN LIGHTING TYPE 3 , (ASSY 1) | | | 1060 659-01 LUMP| 3385.00000 3385.00| 2750.00000 2750.00| 2750.00000 2750.00 SIGN LIGHTING TYPE 3 , (ASSY 2) | | | 1065 661-011 76.000 M2 | 175.00000 13300.00| 76.00000 5776.00| 180.00000 13680.00 2MM FLAT SHEET SIGNS | | | 1070 661-02 112.000 M2 | 220.00000 24640.00| 112.00000 12544.00| 230.00000 25760.00 EXTRUDED PANEL SIGNS | | | 1075 661-041 209.000 EA | 3.00000 627.00| 3.25000 679.25| 3.00000 627.00 DELINEATORS, REFLEX REFLECTOR, WHITE | | | SINGLE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 001 -41 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715011 COUNTIES : RANDOLPH LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(7) 61-0874665 |(8) 55-0683174 |(9) 38-1894432 |ELMO GREER & SONS, INC. |HEETER CONSTRUCTION, INC. |ANGELO IAFRATE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1080 661-051 31.000 EA | 3.00000 93.00| 3.25000 100.75| 3.00000 93.00 DELINEATOR, REFLEX REFLACTOR, AMBER | | | SINGLE | | | 1085 661-07 2.000 UN | 22.00000 44.00| 45.00000 90.00| 25.00000 50.00 DELINEATOR, AMBER, THREE PER UNIT | | | 1090 661-08 10.000 EA | 60.00000 600.00| 75.00000 750.00| 65.00000 650.00 DELINEATOR BRACKET, TYPE A | | | SECTION TOTALS | $ 122,063.45| $ 106,411.25| $ 127,331.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 HIGHWAY LIGHTING | | | 1095 662-02 LUMP| 12125.00000 12125.00| 20130.00000 20130.00| 20130.00000 20130.00 GALVANIZED STEEL CONDUIT , 02 | | | 1100 662-02 LUMP| 24500.00000 24500.00| 19930.00000 19930.00| 19930.00000 19930.00 GALVANIZED STEEL CONDUIT , 03 | | | 1105 662-06A 2.000 EA | 820.00000 1640.00| 885.00000 1770.00| 885.00000 1770.00 JUNCTION BOX | | | 1110 662-06H250 7.000 EA | 1350.00000 9450.00| 810.00000 5670.00| 810.00000 5670.00 JUNCTION BOX (250X250MM) | | | 1115 662-06H460 8.000 EA | 1695.00000 13560.00| 1265.00000 10120.00| 1265.00000 10120.00 JUNCTION BOX (460X460) | | | 1120 662-07250W 9.000 EA | 425.00000 3825.00| 420.00000 3780.00| 420.00000 3780.00 LUMINAIRES (250W.) | | | 1125 662-082 LUMP| 3900.00000 3900.00| 10200.00000 10200.00| 10200.00000 10200.00 CABLE | | | 1130 662-083 LUMP| 7325.00000 7325.00| 5100.00000 5100.00| 5100.00000 5100.00 CABLE | | | 1135 662-10 1.000 EA | 2430.00000 2430.00| 1860.00000 1860.00| 1860.00000 1860.00 LIGHTING SUPPORT , TYPE 1 (12.2/2.4) | | | 1140 662-10 4.000 EA | 2495.00000 9980.00| 2830.00000 11320.00| 2830.00000 11320.00 LIGHTING SUPPORT , TYPE 1 (12.2/3.0) | | | 1145 662-10 3.000 EA | 2665.00000 7995.00| 2850.00000 8550.00| 2850.00000 8550.00 LIGHTING SUPPORT , TYPE 1 (12.2/3.7) | | | 1150 662-10 1.000 EA | 2875.00000 2875.00| 2890.00000 2890.00| 2890.00000 2890.00 LIGHTING SUPPORT , TYPE 1 (12.2/4.2) | | | 1155 662-13 LUMP| 7715.00000 7715.00| 6730.00000 6730.00| 6730.00000 6730.00 SERVICE AND CONTROL STATION , 02 | | | 1160 662-13 LUMP| 7715.00000 7715.00| 6730.00000 6730.00| 6730.00000 6730.00 SERVICE AND CONTROL STATION , 03 | | | 1165 662-14 LUMP| 35.00000 35.00| 7300.00000 7300.00| 7300.00000 7300.00 INCIDENTAL ELECTRICAL WORK | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 001 -42 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715011 COUNTIES : RANDOLPH LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(7) 61-0874665 |(8) 55-0683174 |(9) 38-1894432 |ELMO GREER & SONS, INC. |HEETER CONSTRUCTION, INC. |ANGELO IAFRATE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1170 662-15 LUMP| 35.00000 35.00| 100.00000 100.00| 100.00000 100.00 ELECTRICAL TESTS , 02 | | | 1175 662-15 LUMP| 35.00000 35.00| 100.00000 100.00| 100.00000 100.00 ELECTRICAL TESTS , 03 | | | SECTION TOTALS | $ 115,140.00| $ 122,280.00| $ 122,280.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 PAVEMENT MARKINGS | | | 1180 663-0112W 8830.000 M | 0.40000 3532.00| 0.45000 3973.50| 0.40000 3532.00 EDGE LINE WHITE TYPE II | | | 1185 663-0112Y 4830.000 M | 0.40000 1932.00| 0.50000 2415.00| 0.40000 1932.00 EDGE LINE YELLOW TYPE II | | | 1190 663-0212W 1053.000 M | 0.48000 505.44| 0.95000 1000.35| 0.48000 505.44 LANE LINE OR CENTER LINE WHITE TYPE II | | | 1195 663-0312 4100.000 M | 0.40000 1640.00| 0.50000 2050.00| 0.40000 1640.00 BARRIER LINES TYPE II | | | 1200 663-042 195.000 M | 0.75000 146.25| 3.30000 643.50| 0.75000 146.25 TYPE II CHANNELIZING LINES | | | 1205 663-055 56.000 M | 36.00000 2016.00| 45.00000 2520.00| 36.00000 2016.00 TYPE V STOP LINES | | | 1210 663-075W 120.000 M | 36.00000 4320.00| 40.00000 4800.00| 36.00000 4320.00 TYPE V STRIPES WHITE | | | 1215 663-075Y 125.000 M | 18.00000 2250.00| 22.00000 2750.00| 18.00000 2250.00 TYPE V STRIPES YELLOW | | | 1220 663-105 14.000 EA | 195.00000 2730.00| 695.00000 9730.00| 195.00000 2730.00 TYPE V LANE ARROWS | | | 1225 663-115 4.000 EA | 65.00000 260.00| 565.00000 2260.00| 65.00000 260.00 TYPE V LANE LETTERS | | | SECTION TOTALS | $ 19,331.69| $ 32,142.35| $ 19,331.69 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 COMPUTER SYSTEM | | | 1230 640-04 LUMP| 6000.00000 6000.00| 6706.00000 6706.00| 5300.00000 5300.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 6,000.00| $ 6,706.00| $ 5,300.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 TRAINING | | | 1235 699 1000.000 HR | 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 ON JOB TRAINING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 001 -43 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9715011 COUNTIES : RANDOLPH LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(7) 61-0874665 |(8) 55-0683174 |(9) 38-1894432 |ELMO GREER & SONS, INC. |HEETER CONSTRUCTION, INC. |ANGELO IAFRATE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 800.00| $ 800.00| $ 800.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 WATERLINE RELOCATION | | | 1240 636-14 100.000 HR | 33.00000 3300.00| 33.00000 3300.00| 35.00000 3500.00 FLAGGER | | | 1245 639-01 LUMP| 1000.00000 1000.00| 950.00000 950.00| 2500.00000 2500.00 CONSTRUCTION LAYOUT STAKES | | | 1250 670-04200252 80.000 M | 100.00000 8000.00| 99.00000 7920.00| 120.00000 9600.00 DUCTILE IRON PIPE TYPE II CL52, 200MM | | | 1255 670-07200200 444.000 M | 75.00000 33300.00| 72.00000 31968.00| 92.00000 40848.00 PLASTIC PIPE CLASS 200, 200MM | | | 1260 670-09200 1.000 EA | 650.00000 650.00| 650.00000 650.00| 1150.00000 1150.00 GATE VALVE AND VALVE BOX, 200MM | | | 1265 670-10040005 305.000 M | 200.00000 61000.00| 196.00000 59780.00| 360.00000 109800.00 STEEL CASING PIPE, 400MM 4.76MM | | | 1270 670-190200 1.000 EA | 1800.00000 1800.00| 1800.00000 1800.00| 3600.00000 3600.00 SPECIAL VALVE, 200MM TAP & SLEEVE | | | 1275 670-04150252 90.000 M | 190.00000 17100.00| 189.00000 17010.00| 115.00000 10350.00 DUCTILE IRON PIPE TYPE II CLASS 52, | | | 150MM | | | 1280 670-07050200 10.000 M | 60.00000 600.00| 60.00000 600.00| 135.00000 1350.00 PLASTIC PIPE CLASS 200, 50MM | | | 1285 670-07100200 30.000 M | 70.00000 2100.00| 70.00000 2100.00| 165.00000 4950.00 PLASTIC PIPE CLASS 200, 100MM | | | 1290 670-07150200 1540.000 M | 65.00000 100100.00| 65.00000 100100.00| 130.00000 200200.00 PLASTIC PIPE CLASS 200, 150MM | | | 1295 670-09050 1.000 EA | 360.00000 360.00| 355.00000 355.00| 725.00000 725.00 GATE VALVE AND VALVE BOX, 50MM | | | 1300 670-09100 1.000 EA | 430.00000 430.00| 430.00000 430.00| 1010.00000 1010.00 GATE VALVE AND VALVE BOX, 100MM | | | 1305 670-09150 8.000 EA | 490.00000 3920.00| 486.00000 3888.00| 700.00000 5600.00 GATE VALVE AND VALVE BOX, 150MM | | | 1310 670-190100 1.000 EA | 1200.00000 1200.00| 1150.00000 1150.00| 2275.00000 2275.00 SPECIAL VALVE, 100MM TAP & SLEEVE | | | 1315 670-190150 3.000 EA | 1300.00000 3900.00| 1300.00000 3900.00| 2550.00000 7650.00 SPECIAL VALVE, 150MM TAP & SLEEVE | | | SECTION TOTALS | $ 238,760.00| $ 235,901.00| $ 405,108.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 24,352,090.64| $ 24,802,791.36| $ 27,432,377.53 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 9722511R1 COUNTIES : BOONE LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : BOONE COUNTY HOSPITAL TURN LANE PROJECT(S) : U303-0085/00-032.14 00 LOCATION: WV 85 AT COUNTY HOSPITAL 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 345,864.20 100.0000% 2 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 372,874.90 107.8096% 3 55-0747124 GRANDVIEW CONSTRUCTION, INC. $ 413,572.42 119.5765% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9722511R1 COUNTIES : BOONE LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0487806 |(3) 55-0747124 |WEST VIRGINIA PAVING, INC. |ORDERS CONSTRUCTION COMPANY,|GRANDVIEW CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INSTALL TURN LANE | | | 0005 201-01 1.000 LS | 7200.00000 7200.00| 19000.00000 19000.00| 1885.50000 1885.50 CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 13250.00000 13250.00| 11000.00000 11000.00| 13512.50000 13512.50 MOBILIZATION | | | 0015 207-01 1000.000 CY | 16.00000 16000.00| 22.00000 22000.00| 12.25000 12250.00 UNCLASSIFIED EXCAVATION | | | 0020 207-34 2100.000 SY | 1.35000 2835.00| 1.10000 2310.00| 1.20000 2520.00 FABRIC FOR SEPARATION | | | 0025 218-03 300.000 CY | 176.00000 52800.00| 163.00000 48900.00| 191.40000 57420.00 GABIONS | | | 0030 218-08 1.000 TN | 168.00000 168.00| 100.00000 100.00| 524.00000 524.00 SHOT ROCK | | | 0035 229-01 0.220 LM | 15500.00000 3410.00| 9200.00000 2024.00| 6328.00000 1392.16 SHOULDERS AND DITCHES | | | 0040 307-01 650.000 CY | 46.00000 29900.00| 58.50000 38025.00| 48.00000 31200.00 CLASS 1 AGGREGATE BASE COURSE | | | 0045 408-02 225.000 GA | 0.80000 180.00| 0.85000 191.25| 1.45000 326.25 BITUMINOUS MATERIAL | | | 0050 604-01(18)A2 8.000 LF | 132.00000 1056.00| 103.00000 824.00| 164.30000 1314.40 METALLIC COATED CORRUGATED STEEL PIPE | | | 0055 604-50(15) 379.000 LF | 55.00000 20845.00| 38.00000 14402.00| 33.00000 12507.00 CORRUGATED POLYETHYLENE PIPE | | | 0060 605-04 6.000 EA | 2240.00000 13440.00| 1800.00000 10800.00| 1870.00000 11220.00 TYPE B INLET | | | 0065 605-07 1.000 EA | 6200.00000 6200.00| 4500.00000 4500.00| 2814.25000 2814.25 TYPE E INLET | | | 0070 605-09 1.000 EA | 1810.00000 1810.00| 1600.00000 1600.00| 1916.25000 1916.25 TYPE G INLET | | | 0075 605-12 1.000 EA | 3700.00000 3700.00| 875.00000 875.00| 2697.50000 2697.50 ADJUSTING MISCELLANEOUS TYPE INLETS | | | 0080 606-20(6) 438.000 LF | 22.50000 9855.00| 19.20000 8409.60| 9.50000 4161.00 AGGREGATE FILLED FABRIC UNDERDRAINS | | | 0085 607-01(I) 800.000 LF | 9.00000 7200.00| 9.00000 7200.00| 17.20000 13760.00 TYPE 1 GUARDRAIL | | | 0090 607-28 2.000 EA | 900.00000 1800.00| 990.00000 1980.00| 1105.00000 2210.00 MODIFIED ECCENTRIC LOADER TERMINAL | | | 0095 610-03(I) 438.000 LF | 38.30000 16775.40| 36.60000 16030.80| 56.50000 24747.00 COMBINATION CONCRETE CURB AND GUTTER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9722511R1 COUNTIES : BOONE LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0487806 |(3) 55-0747124 |WEST VIRGINIA PAVING, INC. |ORDERS CONSTRUCTION COMPANY,|GRANDVIEW CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 636-08 2010.000 LF | 0.70000 1407.00| 0.72000 1447.20| 0.95000 1909.50 TEMPORARY PAVEMENT MARKINGS-PAINT 4" | | | SOLID LINE | | | 0105 636-11 7889.000 UN | 0.50000 3944.50| 1.35000 10650.15| 1.41000 11123.49 TRAFFIC CONTROL DEVICES | | | 0110 636-14 900.000 HR | 39.00000 35100.00| 39.50000 35550.00| 49.52000 44568.00 FLAGGER | | | 0115 636-21 100.000 DA | 0.01000 1.00| 22.00000 2200.00| 29.10000 2910.00 ELECTRIC ARROW | | | 0120 639-01 LUMP| 5000.00000 5000.00| 7600.00000 7600.00| 3450.75000 3450.75 CONSTRUCTION LAYOUT STAKES | | | 0125 663-01-1(II)W 2010.000 LF | 0.25000 502.50| 0.22000 442.20| 0.30000 603.00 EDGE LINE, WHITE | | | 0130 663-03-1(II) 2370.000 LF | 0.25000 592.50| 0.22000 521.40| 0.30000 711.00 BARRIER LINES | | | 0135 663-04(V) 150.000 LF | 6.65000 997.50| 6.60000 990.00| 8.55000 1282.50 TYPE V CHANNELIZING LINES | | | 0140 663-05(V) 22.000 LF | 14.40000 316.80| 14.30000 314.60| 18.50000 407.00 TYPE V, STOP LINES | | | 0145 663-07(V)Y 508.000 LF | 10.00000 5080.00| 9.90000 5029.20| 12.80000 6502.40 TYPE V, STRIPES, YELLOW | | | 0150 663-10(V) 4.000 EA | 215.00000 860.00| 215.00000 860.00| 278.00000 1112.00 TYPE V, LANE ARROWS | | | 0155 663-11(V) 4.000 EA | 72.00000 288.00| 71.50000 286.00| 92.68000 370.72 TYPE V, LANE LETTERS | | | 0160 308-01SG AA1 300.000 TN | 22.00000 6600.00| 13.15000 3945.00| 29.75000 8925.00 CLASS 1 AGGREGATE, STONE OR GRAVEL | | | 0165 308-01S AA2 250.000 TN | | | CLASS 1 AGGREGATE, SLAG | | | 0170 402-01(1)SG BB1 290.000 TN | 50.00000 14500.00| 60.50000 17545.00| 85.55000 24809.50 HMA SKID PVT, (W-1) ST OR GR | | | 0175 402-01(1)S BB2 250.000 TN | | | HMA SKID PVT, (W-1) SLAG | | | 0180 401-1(2)SG CC1 1100.000 TN | 50.00000 55000.00| 60.50000 66550.00| 85.55000 94105.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0185 401-1(2)S CC2 1000.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0190 401-7SG DD1 145.000 TN | 50.00000 7250.00| 60.50000 8772.50| 85.55000 12404.75 SCRATCH COURSE, STONE OR GRAVEL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9722511R1 COUNTIES : BOONE LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0487806 |(3) 55-0747124 |WEST VIRGINIA PAVING, INC. |ORDERS CONSTRUCTION COMPANY,|GRANDVIEW CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0195 401-7S DD2 140.000 TN | | | SCRATCH COURSE, SLAG | | | SECTION TOTALS | $ 345,864.20| $ 372,874.90| $ 413,572.42 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 345,864.20| $ 372,874.90| $ 413,572.42 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 9722516R1 COUNTIES : TAYLOR LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : VICTORY AVENUE PROJECT(S) : U346-0119/00-009.48 00 LOCATION: US 119 GRAFTON 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 385,329.00 100.0000% 2 55-0592491 DODD GENERAL CONTRACTORS CORPORATION $ 391,698.84 101.6530% 3 34-0755286 OHIO VALLEY PAVING CORPORATION $ 417,269.14 108.2890% 4 55-0481221 MOUNTAINEER CONTRACTORS, INC. & SUBSIDIARY $ 426,639.00 110.7207% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9722516R1 COUNTIES : TAYLOR LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0592491 |(3) 34-0755286 |WEST VIRGINIA PAVING, INC. |DODD GENERAL CONTRACTORS COR|OHIO VALLEY PAVING CORPORATI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0005 201-01 1.000 LS | 7000.00000 7000.00| 6580.00000 6580.00| 1600.00000 1600.00 CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 4100.00000 4100.00| 2000.00000 2000.00| 61350.00000 61350.00 MOBILIZATION | | | 0015 207-01 1386.000 CY | 16.00000 22176.00| 22.45000 31115.70| 32.80000 45460.80 UNCLASSIFIED EXCAVATION | | | 0020 207-34 7200.000 SY | 1.00000 7200.00| 0.65000 4680.00| 1.25000 9000.00 FABRIC FOR SEPARATION | | | 0025 408-02 525.000 GA | 1.00000 525.00| 0.70000 367.50| 1.00000 525.00 BITUMINOUS MATERIAL | | | 0030 409-02 1405.000 GA | 1.00000 1405.00| 0.70000 983.50| 1.00000 1405.00 BITUMINOUS MATERIAL | | | 0035 604-01(15)A2 372.000 LF | 62.00000 23064.00| 62.44000 23227.68| 62.19000 23134.68 METALLIC COATED CORRUGATED STEEL PIPE | | | 0040 605-04 6.000 EA | 2200.00000 13200.00| 2144.50000 12867.00| 2000.00000 12000.00 TYPE B INLET | | | 0045 605-15 4.000 EA | 1000.00000 4000.00| 475.00000 1900.00| 1000.00000 4000.00 ADJUST EXISTING MANHOLE | | | 0050 605-19 4.000 EA | 1000.00000 4000.00| 800.00000 3200.00| 1000.00000 4000.00 ADJUSTING TYPE B INLET | | | 0055 636-11 11880.000 UN | 0.30000 3564.00| 0.95000 11286.00| 0.80000 9504.00 TRAFFIC CONTROL DEVICES | | | 0060 636-14 2200.000 HR | 38.25000 84150.00| 30.43000 66946.00| 0.01000 22.00 FLAGGER | | | 0065 636-25(B) 832.000 DA | 1.75000 1456.00| 1.25000 1040.00| 1.70000 1414.40 WARNING LIGHTS | | | 0070 639-01 LUMP| 2500.00000 2500.00| 8500.00000 8500.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKES | | | 0075 640-02 LUMP| 2500.00000 2500.00| 4500.00000 4500.00| 6500.00000 6500.00 SMALL FIELD OFFICE AND STORAGE BUILDING | | | 0080 640-03 LUMP| 2500.00000 2500.00| 1500.00000 1500.00| 2500.00000 2500.00 BUILDING EQUIPMENT | | | 0085 642-13 LUMP| 250.00000 250.00| 500.00000 500.00| 500.00000 500.00 TEMPORARY POLLUTION CONTROL | | | 0090 660-01 LUMP| 9900.00000 9900.00| 9550.00000 9550.00| 9550.00000 9550.00 SIGNAL CONTROLLERS | | | 0095 660-02(LPS-C) 6.000 EA | 150.00000 900.00| 145.00000 870.00| 145.00000 870.00 TRAFFIC DETECTORS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9722516R1 COUNTIES : TAYLOR LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0592491 |(3) 34-0755286 |WEST VIRGINIA PAVING, INC. |DODD GENERAL CONTRACTORS COR|OHIO VALLEY PAVING CORPORATI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 660-03(V-12) 32.000 EA | 150.00000 4800.00| 148.50000 4752.00| 148.50000 4752.00 SIGNAL SECTIONS | | | 0105 660-04(C1)A 4.000 EA | 3500.00000 14000.00| 3362.50000 13450.00| 3362.50000 13450.00 SIGNAL SUPPORTS, INSTALLATION ONLY | | | 0110 660-05(H) 5.000 EA | 1600.00000 8000.00| 1535.00000 7675.00| 1535.00000 7675.00 JUNCTION BOXES, TYPE H | | | 0115 660-07 LUMP| 31500.00000 31500.00| 30350.00000 30350.00| 30350.00000 30350.00 MISCELLANEOUS SIGNAL | | | 0120 662-07(250)W 2.000 EA | 500.00000 1000.00| 475.00000 950.00| 475.00000 950.00 LUMINAIRES | | | 0125 662-14 LUMP| 300.00000 300.00| 250.00000 250.00| 250.00000 250.00 INCIDENTAL ELECTRICAL WORK | | | 0130 663-04(V)W 280.000 LF | 6.00000 1680.00| 5.40000 1512.00| 5.65000 1582.00 TYPE V CHANNELIZING LINES, WHITE | | | 0135 663-05(V) 130.000 LF | 12.00000 1560.00| 11.00000 1430.00| 11.80000 1534.00 TYPE V, STOP LINES | | | 0140 663-10(V) 8.000 EA | 200.00000 1600.00| 190.00000 1520.00| 195.00000 1560.00 TYPE V, LANE ARROWS | | | 0145 401-1(2)SG AA1 2180.000 TN | 32.00000 69760.00| 31.60000 68888.00| 39.19000 85434.20 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0150 401-1(2)S AA2 1962.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0155 402-01(1)SG BB1 633.000 TN | 38.00000 24054.00| 39.27000 24857.91| 42.87000 27136.71 HMA SKID PVT, (W-1) ST OR GR | | | 0160 402-01(1)S BB2 570.000 TN | | | HMA SKID PVT, (W-1) SLAG | | | 0165 307-01SG CC1 1615.000 TN | 19.00000 30685.00| 22.57000 36450.55| 23.69000 38259.35 CLASS 1 AGGREGATE BASE COURSE STONE OR | | | GRAVEL | | | 0170 307-01S CC2 1454.000 TN | | | CLASS 1 AGGREGATE BASE COURSE SLAG | | | 0175 636-02SG DD1 400.000 TN | 5.00000 2000.00| 20.00000 8000.00| 15.00000 6000.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0180 636-02S DD2 360.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 385,329.00| $ 391,698.84| $ 417,269.14 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 385,329.00| $ 391,698.84| $ 417,269.14 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9722516R1 COUNTIES : TAYLOR LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0481221 | | |MOUNTAINEER CONTRACTORS, INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0005 201-01 1.000 LS | 23254.60000 23254.60| | CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 23260.00000 23260.00| | MOBILIZATION | | | 0015 207-01 1386.000 CY | 12.00000 16632.00| | UNCLASSIFIED EXCAVATION | | | 0020 207-34 7200.000 SY | 1.00000 7200.00| | FABRIC FOR SEPARATION | | | 0025 408-02 525.000 GA | 1.00000 525.00| | BITUMINOUS MATERIAL | | | 0030 409-02 1405.000 GA | 1.00000 1405.00| | BITUMINOUS MATERIAL | | | 0035 604-01(15)A2 372.000 LF | 50.00000 18600.00| | METALLIC COATED CORRUGATED STEEL PIPE | | | 0040 605-04 6.000 EA | 2000.00000 12000.00| | TYPE B INLET | | | 0045 605-15 4.000 EA | 1200.00000 4800.00| | ADJUST EXISTING MANHOLE | | | 0050 605-19 4.000 EA | 1000.00000 4000.00| | ADJUSTING TYPE B INLET | | | 0055 636-11 11880.000 UN | 1.11000 13186.80| | TRAFFIC CONTROL DEVICES | | | 0060 636-14 2200.000 HR | 25.00000 55000.00| | FLAGGER | | | 0065 636-25(B) 832.000 DA | 1.80000 1497.60| | WARNING LIGHTS | | | 0070 639-01 LUMP| 1500.00000 1500.00| | CONSTRUCTION LAYOUT STAKES | | | 0075 640-02 LUMP| 500.00000 500.00| | SMALL FIELD OFFICE AND STORAGE BUILDING | | | 0080 640-03 LUMP| 1.00000 1.00| | BUILDING EQUIPMENT | | | 0085 642-13 LUMP| 500.00000 500.00| | TEMPORARY POLLUTION CONTROL | | | 0090 660-01 LUMP| 9550.00000 9550.00| | SIGNAL CONTROLLERS | | | 0095 660-02(LPS-C) 6.000 EA | 145.00000 870.00| | TRAFFIC DETECTORS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 003 -5 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9722516R1 COUNTIES : TAYLOR LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0481221 | | |MOUNTAINEER CONTRACTORS, INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 660-03(V-12) 32.000 EA | 148.50000 4752.00| | SIGNAL SECTIONS | | | 0105 660-04(C1)A 4.000 EA | 3362.50000 13450.00| | SIGNAL SUPPORTS, INSTALLATION ONLY | | | 0110 660-05(H) 5.000 EA | 1535.00000 7675.00| | JUNCTION BOXES, TYPE H | | | 0115 660-07 LUMP| 30350.00000 30350.00| | MISCELLANEOUS SIGNAL | | | 0120 662-07(250)W 2.000 EA | 475.00000 950.00| | LUMINAIRES | | | 0125 662-14 LUMP| 250.00000 250.00| | INCIDENTAL ELECTRICAL WORK | | | 0130 663-04(V)W 280.000 LF | 5.50000 1540.00| | TYPE V CHANNELIZING LINES, WHITE | | | 0135 663-05(V) 130.000 LF | 11.50000 1495.00| | TYPE V, STOP LINES | | | 0140 663-10(V) 8.000 EA | 190.00000 1520.00| | TYPE V, LANE ARROWS | | | 0145 401-1(2)SG AA1 2180.000 TN | 40.00000 87200.00| | HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0150 401-1(2)S AA2 1962.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0155 402-01(1)SG BB1 633.000 TN | 55.00000 34815.00| | HMA SKID PVT, (W-1) ST OR GR | | | 0160 402-01(1)S BB2 570.000 TN | | | HMA SKID PVT, (W-1) SLAG | | | 0165 307-01SG CC1 1615.000 TN | 24.00000 38760.00| | CLASS 1 AGGREGATE BASE COURSE STONE OR | | | GRAVEL | | | 0170 307-01S CC2 1454.000 TN | | | CLASS 1 AGGREGATE BASE COURSE SLAG | | | 0175 636-02SG DD1 400.000 TN | 24.00000 9600.00| | AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0180 636-02S DD2 360.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 426,639.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 426,639.00| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 9722615R1 COUNTIES : UPSHUR LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 07 CONTRACT DESCRIPTION : UPSHUR COUNTY HIGH SCHOOL ROAD PROJECT(S) : U349-0020/00-021.91 00 LOCATION: ON WV 20 SOUTH OF BUCKHANNON 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0328627 J. F. ALLEN COMPANY $ 242,722.44 100.0000% 2 55-0481221 MOUNTAINEER CONTRACTORS, INC. & SUBSIDIARY $ 243,210.00 100.2008% 3 55-0570769 WEST VIRGINIA PAVING, INC. $ 279,573.35 115.1823% 4 55-0592491 DODD GENERAL CONTRACTORS CORPORATION $ 293,313.22 120.8430% 5 55-0747124 GRANDVIEW CONSTRUCTION, INC. $ 319,695.98 131.7125% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9722615R1 COUNTIES : UPSHUR LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 55-0328627 |(2) 55-0481221 |(3) 55-0570769 |J. F. ALLEN COMPANY |MOUNTAINEER CONTRACTORS, INC|WEST VIRGINIA PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INSTALL LEFT TURN LANE | | | 0005 204-01 LUMP| 10390.00000 10390.00| 10000.00000 10000.00| 8000.00000 8000.00 MOBILIZATION | | | 0010 207-01 2297.000 CY | 15.25000 35029.25| 8.00000 18376.00| 9.00000 20673.00 UNCLASSIFIED EXCAVATION | | | 0015 211-01 902.000 CY | 0.01000 9.02| 12.00000 10824.00| 18.00000 16236.00 UNCLASSIFIED BORROW EXCAVATION | | | 0020 211-02 433.000 CY | 30.00000 12990.00| 30.00000 12990.00| 26.00000 11258.00 ROCK BORROW EXCAVATION | | | 0025 211-08 227.000 TN | 17.50000 3972.50| 22.00000 4994.00| 21.50000 4880.50 ROCK BORROW EXCAVATION | | | 0030 229-01 0.420 LM | 5952.40000 2500.01| 3000.00000 1260.00| 7500.00000 3150.00 SHOULDERS AND DITCHES | | | 0035 408-02 430.000 GA | 1.00000 430.00| 1.00000 430.00| 1.25000 537.50 BITUMINOUS MATERIAL | | | 0040 409-02 430.000 GA | 1.00000 430.00| 1.00000 430.00| 1.25000 537.50 BITUMINOUS MATERIAL | | | 0045 415-01 395.000 SY | 7.60000 3002.00| 7.00000 2765.00| 13.00000 5135.00 REMOVE BITUMINOUS CONCRETE SURFACE | | | 0050 604-01(15)A2 80.000 LF | 64.70000 5176.00| 50.00000 4000.00| 51.00000 4080.00 METALLIC COATED CORRUGATED STEEL PIPE | | | 0055 604-1064X43C2 50.000 LF | 249.25000 12462.50| 260.00000 13000.00| 360.00000 18000.00 METALLIC COATED CORR STEEL PIPE ARCH | | | 0060 605-09 1.000 EA | 3000.00000 3000.00| 4000.00000 4000.00| 2800.00000 2800.00 TYPE G INLET | | | 0065 607-01(I) 187.500 LF | 17.50000 3281.25| 7.00000 1312.50| 18.50000 3468.75 TYPE 1 GUARDRAIL | | | 0070 607-28 2.000 EA | 800.00000 1600.00| 900.00000 1800.00| 900.00000 1800.00 MODIFIED ECCENTRIC LOADER TERMINAL | | | 0075 636-06 30.000 DA | 400.00000 12000.00| 300.00000 9000.00| 625.00000 18750.00 PILOT TRUCK AND DRIVER | | | 0080 636-08 5500.000 LF | 0.28000 1540.00| 0.15000 825.00| 0.30000 1650.00 TEMPORARY PAVEMENT MARKINGS-PAINT 4" | | | SOLID LINE | | | 0085 636-11 5150.000 UN | 1.22000 6283.00| 1.11000 5716.50| 0.50000 2575.00 TRAFFIC CONTROL DEVICES | | | 0090 636-14 1000.000 HR | 37.50000 37500.00| 32.00000 32000.00| 39.00000 39000.00 FLAGGER | | | 0095 639-01 LUMP| 5200.00000 5200.00| 12933.80000 12933.80| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9722615R1 COUNTIES : UPSHUR LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 55-0328627 |(2) 55-0481221 |(3) 55-0570769 |J. F. ALLEN COMPANY |MOUNTAINEER CONTRACTORS, INC|WEST VIRGINIA PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 642-13 LUMP| 5000.00000 5000.00| 500.00000 500.00| 750.00000 750.00 TEMPORARY POLLUTION CONTROL | | | 0105 663-01-1(II)W 4933.000 LF | 0.17000 838.61| 0.15000 739.95| 0.20000 986.60 EDGE LINE, WHITE | | | 0110 663-03-1(II) 6950.000 LF | 0.17000 1181.50| 0.15000 1042.50| 0.20000 1390.00 BARRIER LINES | | | 0115 663-04(II) 195.000 LF | 0.28000 54.60| 0.25000 48.75| 0.30000 58.50 TYPE II CHANNELIZING LINES | | | 0120 663-05(V) 42.000 LF | 12.10000 508.20| 11.00000 462.00| 12.00000 504.00 TYPE V, STOP LINES | | | 0125 663-07(V)W 55.000 LF | 6.60000 363.00| 6.00000 330.00| 7.00000 385.00 TYPE V, STRIPES, WHITE | | | 0130 663-07(V)Y 1240.000 LF | 6.05000 7502.00| 5.50000 6820.00| 6.00000 7440.00 TYPE V, STRIPES, YELLOW | | | 0135 663-10(V) 3.000 EA | 209.00000 627.00| 190.00000 570.00| 200.00000 600.00 TYPE V, LANE ARROWS | | | 0140 663-11(V) 8.000 EA | 71.50000 572.00| 65.00000 520.00| 70.00000 560.00 TYPE V, LANE LETTERS | | | 0145 307-01SG AA1 1210.000 TN | 19.20000 23232.00| 20.00000 24200.00| 23.00000 27830.00 CLASS 1 AGGREGATE BASE COURSE STONE OR | | | GRAVEL | | | 0150 307-01S AA2 1101.000 TN | | | CLASS 1 AGGREGATE BASE COURSE SLAG | | | 0155 308-01SG BB1 275.000 TN | 17.60000 4840.00| 20.00000 5500.00| 22.00000 6050.00 CLASS 1 AGGREGATE, STONE OR GRAVEL | | | 0160 308-01S BB2 250.000 TN | | | CLASS 1 AGGREGATE, SLAG | | | 0165 401-1(1)SG CC1 600.000 TN | 32.00000 19200.00| 45.00000 27000.00| 55.00000 33000.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0170 401-1(1)S CC2 546.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0175 402-01(1)SG DD1 524.000 TN | 42.00000 22008.00| 55.00000 28820.00| 62.00000 32488.00 HMA SKID PVT, (W-1) ST OR GR | | | 0180 402-01(1)S DD2 475.000 TN | | | HMA SKID PVT, (W-1) SLAG | | | SECTION TOTALS | $ 242,722.44| $ 243,210.00| $ 279,573.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 242,722.44| $ 243,210.00| $ 279,573.35 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 004 -4 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9722615R1 COUNTIES : UPSHUR LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(4) 55-0592491 |(5) 55-0747124 | |DODD GENERAL CONTRACTORS COR|GRANDVIEW CONSTRUCTION, INC.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INSTALL LEFT TURN LANE | | | 0005 204-01 LUMP| 8500.00000 8500.00| 13650.00000 13650.00| MOBILIZATION | | | 0010 207-01 2297.000 CY | 20.56000 47226.32| 9.90000 22740.30| UNCLASSIFIED EXCAVATION | | | 0015 211-01 902.000 CY | 25.10000 22640.20| 16.50000 14883.00| UNCLASSIFIED BORROW EXCAVATION | | | 0020 211-02 433.000 CY | 53.30000 23078.90| 56.60000 24507.80| ROCK BORROW EXCAVATION | | | 0025 211-08 227.000 TN | 31.10000 7059.70| 30.50000 6923.50| ROCK BORROW EXCAVATION | | | 0030 229-01 0.420 LM | 4728.30000 1985.88| 11665.00000 4899.30| SHOULDERS AND DITCHES | | | 0035 408-02 430.000 GA | 0.70000 301.00| 4.06000 1745.80| BITUMINOUS MATERIAL | | | 0040 409-02 430.000 GA | 0.70000 301.00| 4.06000 1745.80| BITUMINOUS MATERIAL | | | 0045 415-01 395.000 SY | 7.00000 2765.00| 17.70000 6991.50| REMOVE BITUMINOUS CONCRETE SURFACE | | | 0050 604-01(15)A2 80.000 LF | 60.63000 4850.40| 70.30000 5624.00| METALLIC COATED CORRUGATED STEEL PIPE | | | 0055 604-1064X43C2 50.000 LF | 396.28000 19814.00| 247.00000 12350.00| METALLIC COATED CORR STEEL PIPE ARCH | | | 0060 605-09 1.000 EA | 5800.00000 5800.00| 3615.00000 3615.00| TYPE G INLET | | | 0065 607-01(I) 187.500 LF | 17.50000 3281.25| 18.45000 3459.38| TYPE 1 GUARDRAIL | | | 0070 607-28 2.000 EA | 800.00000 1600.00| 1250.00000 2500.00| MODIFIED ECCENTRIC LOADER TERMINAL | | | 0075 636-06 30.000 DA | 450.00000 13500.00| 548.50000 16455.00| PILOT TRUCK AND DRIVER | | | 0080 636-08 5500.000 LF | 0.25000 1375.00| 0.37000 2035.00| TEMPORARY PAVEMENT MARKINGS-PAINT 4" | | | SOLID LINE | | | 0085 636-11 5150.000 UN | 0.60000 3090.00| 1.45000 7467.50| TRAFFIC CONTROL DEVICES | | | 0090 636-14 1000.000 HR | 32.00000 32000.00| 40.40000 40400.00| FLAGGER | | | 0095 639-01 LUMP| 6000.00000 6000.00| 3345.00000 3345.00| CONSTRUCTION LAYOUT STAKES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/11/98 PAGE : 004 -5 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9722615R1 COUNTIES : UPSHUR LETTING DATE : 09/09/98 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(4) 55-0592491 |(5) 55-0747124 | |DODD GENERAL CONTRACTORS COR|GRANDVIEW CONSTRUCTION, INC.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 642-13 LUMP| 1200.00000 1200.00| 3030.00000 3030.00| TEMPORARY POLLUTION CONTROL | | | 0105 663-01-1(II)W 4933.000 LF | 0.15000 739.95| 0.22000 1085.26| EDGE LINE, WHITE | | | 0110 663-03-1(II) 6950.000 LF | 0.15000 1042.50| 0.22000 1529.00| BARRIER LINES | | | 0115 663-04(II) 195.000 LF | 0.25000 48.75| 0.37000 72.15| TYPE II CHANNELIZING LINES | | | 0120 663-05(V) 42.000 LF | 11.00000 462.00| 16.25000 682.50| TYPE V, STOP LINES | | | 0125 663-07(V)W 55.000 LF | 6.00000 330.00| 8.85000 486.75| TYPE V, STRIPES, WHITE | | | 0130 663-07(V)Y 1240.000 LF | 5.50000 6820.00| 8.11000 10056.40| TYPE V, STRIPES, YELLOW | | | 0135 663-10(V) 3.000 EA | 190.00000 570.00| 280.28000 840.84| TYPE V, LANE ARROWS | | | 0140 663-11(V) 8.000 EA | 65.00000 520.00| 95.90000 767.20| TYPE V, LANE LETTERS | | | 0145 307-01SG AA1 1210.000 TN | 19.93000 24115.30| 21.20000 25652.00| CLASS 1 AGGREGATE BASE COURSE STONE OR | | | GRAVEL | | | 0150 307-01S AA2 1101.000 TN | | | CLASS 1 AGGREGATE BASE COURSE SLAG | | | 0155 308-01SG BB1 275.000 TN | 28.45000 7823.75| 25.08000 6897.00| CLASS 1 AGGREGATE, STONE OR GRAVEL | | | 0160 308-01S BB2 250.000 TN | | | CLASS 1 AGGREGATE, SLAG | | | 0165 401-1(1)SG CC1 600.000 TN | 36.41000 21846.00| 59.00000 35400.00| HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0170 401-1(1)S CC2 546.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0175 402-01(1)SG DD1 524.000 TN | 43.18000 22626.32| 72.25000 37859.00| HMA SKID PVT, (W-1) ST OR GR | | | 0180 402-01(1)S DD2 475.000 TN | | | HMA SKID PVT, (W-1) SLAG | | | SECTION TOTALS | $ 293,313.22| $ 319,695.98| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 293,313.22| $ 319,695.98| ====================================================================================================================================