1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 0217841 COUNTIES : JEFFERSON LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : CO 8 (WILTSHIRE BLVD) PROJECT(S) : U319-0009/00-002.28 04 0DPC 0042 059 E00 LOCATION: 0.34 MI S CO 8-CO 8 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0700300 A.L.L. CONSTRUCTION, INC. $ 2,473,929.99 100.0000% 2 55-0710237 CENTRAL CONTRACTING, INC. $ 2,568,673.24 103.8296% 3 55-0535003 KANAWHA STONE COMPANY, INC. $ 2,585,922.40 104.5269% 4 55-0756636 JIM CONSTRUCTION, INC. $ 2,635,724.77 106.5399% 5 31-1316393 AHERN & ASSOCIATES $ 2,748,000.00 111.0783% 6 55-0345840 VECELLIO & GROGAN, INC. $ 2,903,728.32 117.3730% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0217841 COUNTIES : JEFFERSON LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0700300 |(2) 55-0710237 |(3) 55-0535003 |A.L.L. CONSTRUCTION, INC. |CENTRAL CONTRACTING, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GRADE,DRAIN | | | 0005 201001-000 1.000 LS | 25000.00000 25000.00| 86914.69000 86914.69| 54079.52000 54079.52 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 1000.00000 1000.00| 1150.37000 1150.37| 1056.00000 1056.00 BUILDING DEMOLITION NUMBER, 21-1/1 | | | 0015 202001-000 1.000 LS | 1500.00000 1500.00| 1150.37000 1150.37| 528.00000 528.00 BUILDING DEMOLITION NUMBER, 21-1/2 | | | 0017 203001-000 LUMP| 8000.00000 8000.00| 17635.00000 17635.00| 11250.00000 11250.00 DISMANTLING STRUCTURE | | | 0020 204001-000 LUMP| 75000.00000 75000.00| 50000.00000 50000.00| 70000.00000 70000.00 MOBILIZATION | | | 0025 207001-001 28346.000 CY | 4.75000 134643.50| 5.34000 151367.64| 5.00000 141730.00 UNCLASSIFIED EXCAVATION | | | 0027 207034-000 100.000 SY | 1.00000 100.00| 3.85000 385.00| 3.00000 300.00 FABRIC FOR SEPARATION | | | 0030 211001-000 138074.000 CY | 9.70000 1339317.80| 8.84000 1220574.16| 8.00000 1104592.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 211002-000 950.000 CY | 45.00000 42750.00| 11.06000 10507.00| 0.01000 9.50 ROCK BORROW EXCAVATION | | | 0040 240001-000 62.000 LF | 15.00000 930.00| 27.66000 1714.92| 10.00000 620.00 CLEAN CULVERT | | | 0045 601002-001 5.890 CY | 1000.00000 5890.00| 1320.00000 7774.80| 1467.00000 8640.63 CLASS B CONCRETE | | | 0050 605009-001 4.000 EA | 1000.00000 4000.00| 1535.96000 6143.84| 1470.00000 5880.00 TYPE G INLET | | | 0055 607001-001 62.500 LF | 47.25000 2953.13| 49.50000 3093.75| 47.50000 2968.75 TYPE 1 GUARDRAIL, CLASS I | | | 0060 608001-004 3307.000 LF | 14.20000 46959.40| 16.72000 55293.04| 16.00000 52912.00 5 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0065 633003-001 34.900 CY | 30.00000 1047.00| 65.77000 2295.37| 59.00000 2059.10 DUMPED ROCK GUTTER | | | 0070 636011-001 4400.000 UN | 1.00000 4400.00| 2.75000 12100.00| 2.60000 11440.00 TRAFFIC CONTROL DEVICE | | | 0075 636014-001 400.000 HR | 40.00000 16000.00| 44.82000 17928.00| 53.25000 21300.00 FLAGGER | | | 0080 636017-001 394.000 LF | 10.00000 3940.00| 19.25000 7584.50| 18.50000 7289.00 TEMPORARY CONCRETE BARRIER | | | 0085 636025-001 900.000 DA | 1.42000 1278.00| 2.20000 1980.00| 2.10000 1890.00 WARNING LIGHTS, TYPE B | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0217841 COUNTIES : JEFFERSON LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0700300 |(2) 55-0710237 |(3) 55-0535003 |A.L.L. CONSTRUCTION, INC. |CENTRAL CONTRACTING, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 636025-001 400.000 DA | 0.60000 240.00| 1.65000 660.00| 1.60000 640.00 WARNING LIGHTS, TYPE C | | | 0100 637001-001 2.000 MG | 1.00000 2.00| 75.18000 150.36| 100.00000 200.00 WATER FOR DUST PALLIATIVE | | | 0105 639001-001 LUMP| 40000.00000 40000.00| 19800.00000 19800.00| 56000.00000 56000.00 CONSTRUCTION LAYOUT STAKE | | | 0110 640003-001 LUMP| 2500.00000 2500.00| 6444.11000 6444.11| 5200.00000 5200.00 BUILDING EQUIPMENT | | | 0115 640001-001 6.000 MO | 800.00000 4800.00| 2343.31000 14059.86| 3700.00000 22200.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0120 642001-001 8450.000 LF | 0.50000 4225.00| 0.01000 84.50| 0.50000 4225.00 TEMPORARY BERM | | | 0125 642002-001 426.000 LF | 15.00000 6390.00| 0.01000 4.26| 12.50000 5325.00 SLOPE DRAIN | | | 0130 642004-002 1718.000 LB | 2.02000 3470.36| 0.01000 17.18| 2.60000 4466.80 SEED MIXTURE, B | | | 0135 642005-001 36.110 TN | 400.00000 14444.00| 0.01000 0.36| 370.00000 13360.70 MULCH, STRAW OR HAY | | | 0140 642006-001 7.200 TN | 725.00000 5220.00| 0.01000 0.07| 950.00000 6840.00 FERTILIZER 10-20-10 | | | 0145 642010-001 7.200 TN | 20.50000 147.60| 0.01000 0.07| 63.00000 453.60 AGRICULTURAL LIMESTONE | | | 0150 642012-001 1740.000 LF | 2.75000 4785.00| 1.04000 1809.60| 3.00000 5220.00 SILT FENCE | | | 0155 642031-001 12.000 EA | 100.00000 1200.00| 49.67000 596.04| 122.00000 1464.00 DITCH CHECK | | | 0160 642034-001 4070.000 CY | 5.00000 20350.00| 3.64000 14814.80| 3.00000 12210.00 SEDIMENT DAM | | | 0165 642035-001 2.000 EA | 2750.00000 5500.00| 3456.48000 6912.96| 4050.00000 8100.00 RISER | | | 0170 642036-001 500.000 CY | 3.00000 1500.00| 4.75000 2375.00| 4.50000 2250.00 SEDIMENT REMOVAL | | | 0175 642050-001 3.000 EA | 300.00000 900.00| 452.42000 1357.26| 330.00000 990.00 DEWATERING DEVICE | | | 0180 652003-001 1718.000 LB | 2.05000 3521.90| 3.03000 5205.54| 3.00000 5154.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0185 652004-001 36.110 TN | 410.00000 14805.10| 385.00000 13902.35| 370.00000 13360.70 STRAW OR HAY MULCH | | | 0190 652002-001 7.200 TN | 735.00000 5292.00| 880.00000 6336.00| 845.00000 6084.00 FERTILIZER, 10-20-10 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0217841 COUNTIES : JEFFERSON LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0700300 |(2) 55-0710237 |(3) 55-0535003 |A.L.L. CONSTRUCTION, INC. |CENTRAL CONTRACTING, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0195 652001-001 7.200 TN | 21.00000 151.20| 66.00000 475.20| 63.00000 453.60 AGRICULTURAL LIMESTONE | | | 0200 655001-001 1205.000 SY | 1.40000 1687.00| 4.68000 5639.40| 4.50000 5422.50 MATTING | | | 0205 604037-016 AA1 396.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0210 604071-016 AA1 4.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0215 604002-016 AA2 396.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0220 604072-116 AA2 4.000 EA | | | 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0225 604076-016 AA3 396.000 LF | 60.00000 23760.00| 29.44000 11658.24| 45.00000 17820.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0230 604072-116 AA3 4.000 EA | 500.00000 2000.00| 1296.35000 5185.40| 650.00000 2600.00 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0235 604037-020 AB1 31.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0240 604002-020 AB2 31.000 LF | | | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0245 604076-020 AB3 31.000 LF | 75.00000 2325.00| 56.70000 1757.70| 47.00000 1457.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0250 604037-022 AC1 154.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0255 604071-022 AC1 4.000 EA | | | 30 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0260 604002-022 AC2 154.000 LF | | | 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0217841 COUNTIES : JEFFERSON LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0700300 |(2) 55-0710237 |(3) 55-0535003 |A.L.L. CONSTRUCTION, INC. |CENTRAL CONTRACTING, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0265 604072-122 AC2 4.000 EA | | | 30 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0270 604076-022 AC3 154.000 LF | 84.00000 12936.00| 56.10000 8639.40| 54.00000 8316.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0275 604072-122 AC3 4.000 EA | 1000.00000 4000.00| 2030.16000 8120.64| 1663.00000 6652.00 30 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0280 604037-028 AD1 19.000 LF | | | 48 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0285 604002-028 AD2 19.000 LF | | | 48 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0290 604076-028 AD3 19.000 LF | 70.00000 1330.00| 172.07000 3269.33| 189.00000 3591.00 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0295 604037-034 AE1 1528.000 LF | | | 66 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0300 604002-034 AE2 1538.000 LF | | | 66 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0305 604076-034 AE3 1528.000 LF | 138.00000 210864.00| 125.71000 192084.88| 185.00000 282680.00 66 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | SECTION TOTALS | $ 2,113,054.99| $ 1,986,952.96| $ 2,001,280.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0020 COMPUTER SYSTEM | | | 0310 640004-001 LUMP| 5000.00000 5000.00| 5858.28000 5858.28| 6500.00000 6500.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 5,000.00| $ 5,858.28| $ 6,500.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0040 WATERLINE RELOCATION | | | 0320 639001-001 LUMP| 4000.00000 4000.00| 5500.00000 5500.00| 7500.00000 7500.00 CONSTRUCTION LAYOUT STAKE | | | 0325 670004-262 1905.000 LF | 50.00000 95250.00| 115.00000 219075.00| 66.00000 125730.00 12 INCH DUCTILE IRON PIPE, TYPE II, | | | CLASS 51 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0217841 COUNTIES : JEFFERSON LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0700300 |(2) 55-0710237 |(3) 55-0535003 |A.L.L. CONSTRUCTION, INC. |CENTRAL CONTRACTING, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 670009-260 4.000 EA | 1000.00000 4000.00| 1816.00000 7264.00| 2622.00000 10488.00 12 INCH GATE VALVE AND VALVE BOX | | | 0335 670010-380 350.000 LF | 190.00000 66500.00| 253.00000 88550.00| 322.00000 112700.00 24 INCH STEEL CASING PIPE, THICKNESS | | | 0.375" | | | 0340 670014-001 3.000 EA | 1500.00000 4500.00| 2631.00000 7893.00| 3511.00000 10533.00 RELOCATE FIRE HYDRANT | | | 0345 670019-236 1.000 EA | 1800.00000 1800.00| 3243.00000 3243.00| 3425.00000 3425.00 8 INCH SPECIAL VALVE, MECHANICAL JOINT | | | TAP AND SLEEVE WITH BOX | | | SECTION TOTALS | $ 176,050.00| $ 331,525.00| $ 270,376.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0050 SEWER RELOCATION | | | 0350 639001-001 LUMP| 3000.00000 3000.00| 5000.00000 5000.00| 3758.00000 3758.00 CONSTRUCTION LAYOUT STAKE | | | 0355 670010-300 295.000 LF | 250.00000 73750.00| 200.00000 59000.00| 548.00000 161660.00 16 INCH STEEL CASING PIPE, THICKNESS | | | 0.19" | | | 0360 675007-022 991.000 LF | 48.00000 47568.00| 100.00000 99100.00| 95.00000 94145.00 8 INCH PLASTIC SEWER PIPE | | | 0365 675008-221 419.000 LF | 53.00000 22207.00| 107.00000 44833.00| 53.00000 22207.00 8 INCH DUCTILE IRON SEWER PIPE, TYPE I, | | | CLASS 50 | | | 0370 675014-001 7.000 EA | 3300.00000 23100.00| 3600.00000 25200.00| 2340.00000 16380.00 MANHOLE COMPLETE, INCLUDING CASTING | | | 0375 675015-001 1.000 EA | 3800.00000 3800.00| 3604.00000 3604.00| 4080.00000 4080.00 DROP MANHOLE COMPLETE, INCLUDING CASTING| | | 0380 675017-001 8.000 EA | 800.00000 6400.00| 950.00000 7600.00| 692.00000 5536.00 ABANDONING MANHOLE | | | SECTION TOTALS | $ 179,825.00| $ 244,337.00| $ 307,766.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,473,929.99| $ 2,568,673.24| $ 2,585,922.40 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0217841 COUNTIES : JEFFERSON LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0756636 |(5) 31-1316393 |(6) 55-0345840 |JIM CONSTRUCTION, INC. |AHERN & ASSOCIATES |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GRADE,DRAIN | | | 0005 201001-000 1.000 LS | 56000.00000 56000.00| 243710.50000 243710.50| 100979.00000 100979.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 850.00000 850.00| 500.00000 500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 21-1/1 | | | 0015 202001-000 1.000 LS | 850.00000 850.00| 500.00000 500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 21-1/2 | | | 0017 203001-000 LUMP| 6500.00000 6500.00| 5000.00000 5000.00| 4400.00000 4400.00 DISMANTLING STRUCTURE | | | 0020 204001-000 LUMP| 38000.00000 38000.00| 80000.00000 80000.00| 87000.00000 87000.00 MOBILIZATION | | | 0025 207001-001 28346.000 CY | 9.25000 262200.50| 5.00000 141730.00| 9.27000 262767.42 UNCLASSIFIED EXCAVATION | | | 0027 207034-000 100.000 SY | 2.75000 275.00| 3.00000 300.00| 4.60000 460.00 FABRIC FOR SEPARATION | | | 0030 211001-000 138074.000 CY | 9.05000 1249569.70| 8.50000 1173629.00| 9.50000 1311703.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 211002-000 950.000 CY | 21.00000 19950.00| 25.00000 23750.00| 37.00000 35150.00 ROCK BORROW EXCAVATION | | | 0040 240001-000 62.000 LF | 25.50000 1581.00| 30.00000 1860.00| 43.00000 2666.00 CLEAN CULVERT | | | 0045 601002-001 5.890 CY | 1850.00000 10896.50| 1900.00000 11191.00| 2750.00000 16197.50 CLASS B CONCRETE | | | 0050 605009-001 4.000 EA | 1400.00000 5600.00| 1500.00000 6000.00| 2350.00000 9400.00 TYPE G INLET | | | 0055 607001-001 62.500 LF | 52.00000 3250.00| 45.00000 2812.50| 45.00000 2812.50 TYPE 1 GUARDRAIL, CLASS I | | | 0060 608001-004 3307.000 LF | 15.50000 51258.50| 14.75000 48778.25| 13.50000 44644.50 5 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0065 633003-001 34.900 CY | 68.00000 2373.20| 70.00000 2443.00| 46.00000 1605.40 DUMPED ROCK GUTTER | | | 0070 636011-001 4400.000 UN | 1.10000 4840.00| 1.00000 4400.00| 1.00000 4400.00 TRAFFIC CONTROL DEVICE | | | 0075 636014-001 400.000 HR | 45.50000 18200.00| 35.00000 14000.00| 44.00000 17600.00 FLAGGER | | | 0080 636017-001 394.000 LF | 26.75000 10539.50| 17.50000 6895.00| 19.20000 7564.80 TEMPORARY CONCRETE BARRIER | | | 0085 636025-001 900.000 DA | 1.50000 1350.00| 1.35000 1215.00| 1.25000 1125.00 WARNING LIGHTS, TYPE B | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0217841 COUNTIES : JEFFERSON LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0756636 |(5) 31-1316393 |(6) 55-0345840 |JIM CONSTRUCTION, INC. |AHERN & ASSOCIATES |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 636025-001 400.000 DA | 1.50000 600.00| 0.55000 220.00| 1.00000 400.00 WARNING LIGHTS, TYPE C | | | 0100 637001-001 2.000 MG | 550.00000 1100.00| 105.00000 210.00| 69.00000 138.00 WATER FOR DUST PALLIATIVE | | | 0105 639001-001 LUMP| 28100.00000 28100.00| 20000.00000 20000.00| 19000.00000 19000.00 CONSTRUCTION LAYOUT STAKE | | | 0110 640003-001 LUMP| 3300.00000 3300.00| 1850.00000 1850.00| 1600.00000 1600.00 BUILDING EQUIPMENT | | | 0115 640001-001 6.000 MO | 1100.00000 6600.00| 1800.00000 10800.00| 1550.00000 9300.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0120 642001-001 8450.000 LF | 1.00000 8450.00| 0.30000 2535.00| 0.35000 2957.50 TEMPORARY BERM | | | 0125 642002-001 426.000 LF | 16.00000 6816.00| 1.50000 639.00| 7.50000 3195.00 SLOPE DRAIN | | | 0130 642004-002 1718.000 LB | 2.30000 3951.40| 2.50000 4295.00| 2.00000 3436.00 SEED MIXTURE, B | | | 0135 642005-001 36.110 TN | 437.00000 15780.07| 350.00000 12638.50| 400.00000 14444.00 MULCH, STRAW OR HAY | | | 0140 642006-001 7.200 TN | 805.00000 5796.00| 900.00000 6480.00| 710.00000 5112.00 FERTILIZER 10-20-10 | | | 0145 642010-001 7.200 TN | 23.50000 169.20| 60.00000 432.00| 21.00000 151.20 AGRICULTURAL LIMESTONE | | | 0150 642012-001 1740.000 LF | 2.50000 4350.00| 2.00000 3480.00| 3.50000 6090.00 SILT FENCE | | | 0155 642031-001 12.000 EA | 25.00000 300.00| 70.00000 840.00| 130.00000 1560.00 DITCH CHECK | | | 0160 642034-001 4070.000 CY | 14.25000 57997.50| 7.00000 28490.00| 9.00000 36630.00 SEDIMENT DAM | | | 0165 642035-001 2.000 EA | 8500.00000 17000.00| 3500.00000 7000.00| 3400.00000 6800.00 RISER | | | 0170 642036-001 500.000 CY | 13.50000 6750.00| 5.00000 2500.00| 11.00000 5500.00 SEDIMENT REMOVAL | | | 0175 642050-001 3.000 EA | 175.00000 525.00| 400.00000 1200.00| 298.00000 894.00 DEWATERING DEVICE | | | 0180 652003-001 1718.000 LB | 2.30000 3951.40| 2.75000 4724.50| 2.00000 3436.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0185 652004-001 36.110 TN | 430.00000 15527.30| 350.00000 12638.50| 400.00000 14444.00 STRAW OR HAY MULCH | | | 0190 652002-001 7.200 TN | 770.00000 5544.00| 800.00000 5760.00| 700.00000 5040.00 FERTILIZER, 10-20-10 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0217841 COUNTIES : JEFFERSON LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0756636 |(5) 31-1316393 |(6) 55-0345840 |JIM CONSTRUCTION, INC. |AHERN & ASSOCIATES |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0195 652001-001 7.200 TN | 22.50000 162.00| 60.00000 432.00| 20.00000 144.00 AGRICULTURAL LIMESTONE | | | 0200 655001-001 1205.000 SY | 1.50000 1807.50| 4.25000 5121.25| 1.30000 1566.50 MATTING | | | 0205 604037-016 AA1 396.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0210 604071-016 AA1 4.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0215 604002-016 AA2 396.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0220 604072-116 AA2 4.000 EA | | | 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0225 604076-016 AA3 396.000 LF | 55.00000 21780.00| 50.00000 19800.00| 34.00000 13464.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0230 604072-116 AA3 4.000 EA | 598.00000 2392.00| 750.00000 3000.00| 395.00000 1580.00 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0235 604037-020 AB1 31.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0240 604002-020 AB2 31.000 LF | | | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0245 604076-020 AB3 31.000 LF | 88.50000 2743.50| 65.00000 2015.00| 52.00000 1612.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0250 604037-022 AC1 154.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0255 604071-022 AC1 4.000 EA | | | 30 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0260 604002-022 AC2 154.000 LF | | | 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0217841 COUNTIES : JEFFERSON LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0756636 |(5) 31-1316393 |(6) 55-0345840 |JIM CONSTRUCTION, INC. |AHERN & ASSOCIATES |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0265 604072-122 AC2 4.000 EA | | | 30 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0270 604076-022 AC3 154.000 LF | 62.50000 9625.00| 40.00000 6160.00| 52.00000 8008.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0275 604072-122 AC3 4.000 EA | 1400.00000 5600.00| 1800.00000 7200.00| 1065.00000 4260.00 30 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0280 604037-028 AD1 19.000 LF | | | 48 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0285 604002-028 AD2 19.000 LF | | | 48 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0290 604076-028 AD3 19.000 LF | 103.00000 1957.00| 125.00000 2375.00| 86.00000 1634.00 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0295 604037-034 AE1 1528.000 LF | | | 66 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0300 604002-034 AE2 1538.000 LF | | | 66 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0305 604076-034 AE3 1528.000 LF | 133.00000 203224.00| 175.00000 267400.00| 185.00000 282680.00 66 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | SECTION TOTALS | $ 2,185,982.77| $ 2,208,950.00| $ 2,365,553.32 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0020 COMPUTER SYSTEM | | | 0310 640004-001 LUMP| 2200.00000 2200.00| 2000.00000 2000.00| 8500.00000 8500.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 2,200.00| $ 2,000.00| $ 8,500.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0040 WATERLINE RELOCATION | | | 0320 639001-001 LUMP| 1875.00000 1875.00| 2500.00000 2500.00| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKE | | | 0325 670004-262 1905.000 LF | 58.00000 110490.00| 50.00000 95250.00| 68.00000 129540.00 12 INCH DUCTILE IRON PIPE, TYPE II, | | | CLASS 51 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0217841 COUNTIES : JEFFERSON LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0756636 |(5) 31-1316393 |(6) 55-0345840 |JIM CONSTRUCTION, INC. |AHERN & ASSOCIATES |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 670009-260 4.000 EA | 1400.00000 5600.00| 1600.00000 6400.00| 2500.00000 10000.00 12 INCH GATE VALVE AND VALVE BOX | | | 0335 670010-380 350.000 LF | 188.00000 65800.00| 350.00000 122500.00| 230.00000 80500.00 24 INCH STEEL CASING PIPE, THICKNESS | | | 0.375" | | | 0340 670014-001 3.000 EA | 1400.00000 4200.00| 2000.00000 6000.00| 1800.00000 5400.00 RELOCATE FIRE HYDRANT | | | 0345 670019-236 1.000 EA | 3500.00000 3500.00| 4500.00000 4500.00| 4000.00000 4000.00 8 INCH SPECIAL VALVE, MECHANICAL JOINT | | | TAP AND SLEEVE WITH BOX | | | SECTION TOTALS | $ 191,465.00| $ 237,150.00| $ 231,440.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0050 SEWER RELOCATION | | | 0350 639001-001 LUMP| 4700.00000 4700.00| 2000.00000 2000.00| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKE | | | 0355 670010-300 295.000 LF | 285.00000 84075.00| 575.00000 169625.00| 350.00000 103250.00 16 INCH STEEL CASING PIPE, THICKNESS | | | 0.19" | | | 0360 675007-022 991.000 LF | 101.00000 100091.00| 65.00000 64415.00| 115.00000 113965.00 8 INCH PLASTIC SEWER PIPE | | | 0365 675008-221 419.000 LF | 69.00000 28911.00| 40.00000 16760.00| 80.00000 33520.00 8 INCH DUCTILE IRON SEWER PIPE, TYPE I, | | | CLASS 50 | | | 0370 675014-001 7.000 EA | 3300.00000 23100.00| 5000.00000 35000.00| 4000.00000 28000.00 MANHOLE COMPLETE, INCLUDING CASTING | | | 0375 675015-001 1.000 EA | 5000.00000 5000.00| 6500.00000 6500.00| 5500.00000 5500.00 DROP MANHOLE COMPLETE, INCLUDING CASTING| | | 0380 675017-001 8.000 EA | 1275.00000 10200.00| 700.00000 5600.00| 1500.00000 12000.00 ABANDONING MANHOLE | | | SECTION TOTALS | $ 256,077.00| $ 299,900.00| $ 298,235.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,635,724.77| $ 2,748,000.00| $ 2,903,728.32 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 0012341 COUNTIES : HARRISON LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : INTERSTATE BRIDGES AT LODGEVILLE PROJECT(S) : U317-0079/00-118.87 00 0IMD 0793 187 000 LOCATION: OVER LODGEVILLE RD - BR#2447 & SIMPSON CR BR#2448 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 34-0420560 NATIONAL ENGINEERING & CONTRACTING COMPANY $ 8,818,963.55 100.0000% 2 34-1603251 BECDIR CONSTRUCTION COMPANY, INC. $ 8,931,587.64 101.2770% 3 31-1316393 AHERN & ASSOCIATES $ 9,148,700.00 103.7389% 4 25-1100215 MOSITES CONSTRUCTION COMPANY $ 9,587,325.50 108.7126% 5 55-0609442 MEC CONSTRUCTION, INC. $ 9,674,336.69 109.6992% 6 25-1466461 A & L, INC. $ 9,930,413.45 112.6029% 7 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 9,958,542.00 112.9219% 8 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 10,733,378.51 121.7079% 9 55-0345840 VECELLIO & GROGAN, INC. $ 10,764,391.80 122.0596% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0012341 COUNTIES : HARRISON LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 34-0420560 |(2) 34-1603251 |(3) 31-1316393 |NATIONAL ENGINEERING & CONTR|BECDIR CONSTRUCTION COMPANY,|AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 30000.00000 30000.00| 92350.00000 92350.00| 159772.55000 159772.55 CLEARING AND GRUBBING | | | 0015 204001-000 LUMP| 260000.00000 260000.00| 247000.00000 247000.00| 284600.00000 284600.00 MOBILIZATION | | | 0020 207001-001 14020.000 CY | 16.00000 224320.00| 11.00000 154220.00| 16.00000 224320.00 UNCLASSIFIED EXCAVATION | | | 0025 207002-000 3649.000 CY | 34.00000 124066.00| 28.00000 102172.00| 21.00000 76629.00 SUBGRADE | | | 0030 207033-000 12257.000 SY | 1.50000 18385.50| 1.80000 22062.60| 1.15000 14095.55 FABRIC FOR SUBGRADE STABILIZATION | | | 0035 307001-000 1072.000 CY | 37.00000 39664.00| 37.00000 39664.00| 50.00000 53600.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0040 307001-000 37.000 CY | 50.00000 1850.00| 49.00000 1813.00| 75.00000 2775.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0045 311006-001 3179.000 CY | 46.00000 146234.00| 46.00000 146234.00| 46.00000 146234.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0050 501010-001 8.000 EA | 4600.00000 36800.00| 5500.00000 44000.00| 8700.00000 69600.00 BRIDGE APPROACH EXPANSION JOINT | | | 0055 502001-012 1199.000 SY | 155.00000 185845.00| 158.00000 189442.00| 160.00000 191840.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0060 506002-001 2093.000 SY | 70.00000 146510.00| 90.00000 188370.00| 80.00000 167440.00 HIGH EARLY STRENGTH CONCRETE PAVEMENT | | | REPAIR | | | 0065 604009-020 3.000 EA | 500.00000 1500.00| 350.00000 1050.00| 160.00000 480.00 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0070 604025-016 840.000 LF | 42.00000 35280.00| 26.00000 21840.00| 42.00000 35280.00 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0075 604025-020 94.000 LF | 65.00000 6110.00| 64.00000 6016.00| 66.00000 6204.00 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0076 605001-001 1.000 EA | 3000.00000 3000.00| 2600.00000 2600.00| 2900.00000 2900.00 TYPE A MANHOLE | | | 0080 605004-001 3.000 EA | 2000.00000 6000.00| 2400.00000 7200.00| 1900.00000 5700.00 TYPE B INLET | | | 0085 605009-001 2.000 EA | 2600.00000 5200.00| 2600.00000 5200.00| 1700.00000 3400.00 TYPE G INLET | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0012341 COUNTIES : HARRISON LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 34-0420560 |(2) 34-1603251 |(3) 31-1316393 |NATIONAL ENGINEERING & CONTR|BECDIR CONSTRUCTION COMPANY,|AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 605014-001 8.000 EA | 3000.00000 24000.00| 3100.00000 24800.00| 3100.00000 24800.00 MODIFIED INLET, TYPE H | | | 0095 606029-001 14924.000 LF | 6.80000 101483.20| 7.00000 104468.00| 6.00000 89544.00 FREE DRAINING BASE TRENCH | | | 0100 606030-001 1449.000 LF | 24.00000 34776.00| 14.00000 20286.00| 18.00000 26082.00 OUTLET PIPE | | | 0105 607001-001 1444.000 LF | 9.60000 13862.40| 12.00000 17328.00| 9.60000 13862.40 TYPE 1 GUARDRAIL, CLASS I | | | 0110 607006-001 8.000 EA | 725.00000 5800.00| 1050.00000 8400.00| 725.00000 5800.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0115 607010-020 1109.000 LF | 1.00000 1109.00| 1.50000 1663.50| 1.00000 1109.00 GUARDRAIL REMOVAL | | | 0120 607065-001 4.000 EA | 1150.00000 4600.00| 1100.00000 4400.00| 1140.00000 4560.00 FLARED END TERMINAL | | | 0125 610005-004 52.000 LF | 25.00000 1300.00| 26.00000 1352.00| 25.00000 1300.00 BITUMINOUS CURB, TYPE IV | | | 0135 610006-100 1712.000 LF | 240.00000 410880.00| 125.00000 214000.00| 130.00000 222560.00 MODIFIED MEDIAN, TYPE VII | | | 0140 633003-001 17.000 CY | 85.00000 1445.00| 85.00000 1445.00| 98.00000 1666.00 DUMPED ROCK GUTTER | | | 0145 636007-001 32900.000 LF | 0.50000 16450.00| 0.55000 18095.00| 0.42000 13818.00 ERADICATION OF PAVEMENT MARKING | | | 0150 636008-001 33400.000 LF | 0.10000 3340.00| 0.15000 5010.00| 0.15000 5010.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0155 636009-001 97200.000 LF | 1.00000 97200.00| 1.00000 97200.00| 1.05000 102060.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0160 636011-001 56700.000 UN | 0.68000 38556.00| 1.10000 62370.00| 1.50000 85050.00 TRAFFIC CONTROL DEVICE | | | 0165 636012-010 6.000 EA | 100.00000 600.00| 260.00000 1560.00| 250.00000 1500.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0170 636013-001 600.000 EA | 1.00000 600.00| 2.60000 1560.00| 2.50000 1500.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0175 636014-001 500.000 HR | 40.00000 20000.00| 44.00000 22000.00| 45.00000 22500.00 FLAGGER | | | 0180 636014-002 900.000 HR | 40.00000 36000.00| 26.00000 23400.00| 45.00000 40500.00 TRAFFIC DIRECTOR | | | 0185 636017-001 14500.000 LF | 15.00000 217500.00| 22.00000 319000.00| 16.00000 232000.00 TEMPORARY CONCRETE BARRIER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0012341 COUNTIES : HARRISON LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 34-0420560 |(2) 34-1603251 |(3) 31-1316393 |NATIONAL ENGINEERING & CONTR|BECDIR CONSTRUCTION COMPANY,|AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 636018-001 17700.000 LF | 5.00000 88500.00| 3.20000 56640.00| 6.00000 106200.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0195 636021-001 50.000 DA | 22.00000 1100.00| 16.00000 800.00| 15.00000 750.00 ELECTRIC ARROW | | | 0200 636022-001 2880.000 DA | 10.00000 28800.00| 15.00000 43200.00| 0.01000 28.80 CHANGAEBLE MESSAGE SIGN | | | 0205 636025-001 15000.000 DA | 1.00000 15000.00| 1.00000 15000.00| 1.00000 15000.00 WARNING LIGHTS, TYPE B | | | 0210 636028-001 50.000 DA | 130.00000 6500.00| 175.00000 8750.00| 18.00000 900.00 SHADOW VEHICLE | | | 0215 636030-001 1440.000 DA | 15.00000 21600.00| 20.00000 28800.00| 0.01000 14.40 SPEED MONITORING TRAILER | | | 0220 639001-001 LUMP| 30000.00000 30000.00| 17500.00000 17500.00| 50000.00000 50000.00 CONSTRUCTION LAYOUT STAKE | | | 0225 640001-001 24.000 MO | 1200.00000 28800.00| 825.00000 19800.00| 1300.00000 31200.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0230 640003-001 LUMP| 4000.00000 4000.00| 3800.00000 3800.00| 1500.00000 1500.00 BUILDING EQUIPMENT | | | 0235 642004-003 141.000 LB | 10.00000 1410.00| 10.00000 1410.00| 9.75000 1374.75 SEED MIXTURE, D | | | 0240 642005-001 4.200 TN | 450.00000 1890.00| 460.00000 1932.00| 450.00000 1890.00 MULCH, STRAW OR HAY | | | 0245 642006-001 0.840 TN | 1000.00000 840.00| 1050.00000 882.00| 1000.00000 840.00 FERTILIZER | | | 0250 642010-001 3.100 TN | 75.00000 232.50| 76.00000 235.60| 75.00000 232.50 AGRICULTURAL LIMESTONE | | | 0255 642011-001 2395.000 EA | 7.00000 16765.00| 10.00000 23950.00| 9.00000 21555.00 HAY OR STRAW BALE | | | 0260 642012-001 7190.000 LF | 2.20000 15818.00| 2.20000 15818.00| 1.75000 12582.50 SILT FENCE | | | 0265 642032-001 8.000 EA | 400.00000 3200.00| 350.00000 2800.00| 100.00000 800.00 CHECK DAM | | | 0270 652001-001 3.100 TN | 75.00000 232.50| 80.00000 248.00| 75.00000 232.50 AGRICULTURAL LIMESTONE | | | 0275 652002-001 0.840 TN | 2500.00000 2100.00| 2600.00000 2184.00| 2500.00000 2100.00 FERTILIZER, 10-20-10 | | | 0280 652002-002 0.320 TN | 2800.00000 896.00| 2900.00000 928.00| 2800.00000 896.00 FERTILIZER, UREA FORMALDEHYDE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 002 -5 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0012341 COUNTIES : HARRISON LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 34-0420560 |(2) 34-1603251 |(3) 31-1316393 |NATIONAL ENGINEERING & CONTR|BECDIR CONSTRUCTION COMPANY,|AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0285 652003-001 197.000 LB | 1.00000 197.00| 1.20000 236.40| 1.00000 197.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0290 652003-002 141.000 LB | 1.00000 141.00| 1.20000 169.20| 1.00000 141.00 SEED MIXTURE, D | | | 0295 652004-001 4.200 TN | 325.00000 1365.00| 380.00000 1596.00| 375.00000 1575.00 STRAW OR HAY MULCH | | | 0300 663001-019 15170.000 LF | 0.90000 13653.00| 0.95000 14411.50| 0.92000 13956.40 EDGE LINE, TYPE IX ,WHITE, 8" | | | 0305 663001-019 14590.000 LF | 0.90000 13131.00| 0.95000 13860.50| 0.92000 13422.80 EDGE LINE, TYPE IX ,YELLOW, 8" | | | 0310 663002-019 3605.000 LF | 1.30000 4686.50| 1.40000 5047.00| 1.34000 4830.70 LANE LINE OR CENTERLINE, TYPE IX ,WHITE,| | | 8" | | | 0315 663012-208 108.000 EA | 40.00000 4320.00| 43.00000 4644.00| 25.00000 2700.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | 0320 663012-212 73.000 EA | 28.00000 2044.00| 29.00000 2117.00| 25.00000 1825.00 RAISED PAVEMENT MARKER REFLECTOR WR | | | 0325 664001-008 10.000 EA | 3200.00000 32000.00| 3350.00000 33500.00| 3300.00000 33000.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 0330 664001-009 14.000 EA | 850.00000 11900.00| 920.00000 12880.00| 900.00000 12600.00 REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 0335 401001-011 AA1 13212.000 TN | 32.00000 422784.00| 33.00000 435996.00| 33.00000 435996.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0340 401001-012 AA2 11891.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0345 401001-011 AB1 5628.000 TN | 35.00000 196980.00| 36.00000 202608.00| 36.00000 202608.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0350 401001-012 AB2 5067.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0355 401002-001 AC1 106.000 TN | 40.00000 4240.00| 41.00000 4346.00| 41.00000 4346.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE I | | | 0360 401002-002 AC2 95.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE I | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 002 -6 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0012341 COUNTIES : HARRISON LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 34-0420560 |(2) 34-1603251 |(3) 31-1316393 |NATIONAL ENGINEERING & CONTR|BECDIR CONSTRUCTION COMPANY,|AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0365 402001-011 AD1 1081.000 TN | 44.00000 47564.00| 45.00000 48645.00| 45.00000 48645.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0370 402001-012 AD2 1026.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0375 636002-001 AE1 200.000 TN | 20.00000 4000.00| 24.00000 4800.00| 25.00000 5000.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0380 636002-002 AE2 180.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 3,326,955.60| $ 3,249,105.30| $ 3,369,030.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 SEWER RELOCATION | | | 0385 639001-001 LUMP| 2000.00000 2000.00| 500.00000 500.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | 0390 670019-001 4.000 EA | 2500.00000 10000.00| 2700.00000 10800.00| 2900.00000 11600.00 SPECIAL VALVE, 12" PLUG VALVE AND BOX | | | 0395 675008-261 267.000 LF | 80.00000 21360.00| 80.00000 21360.00| 64.00000 17088.00 12 INCH DUCTILE IRON SEWER PIPE, TYPE I,| | | CLASS 50 | | | SECTION TOTALS | $ 33,360.00| $ 32,660.00| $ 33,688.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 BRIDGE #2447.1 | | | 0400 203001-000 LUMP| 225000.00000 225000.00| 285000.00000 285000.00| 275000.00000 275000.00 DISMANTLING STRUCTURE | | | 0405 212001-000 1269.000 CY | 70.00000 88830.00| 70.00000 88830.00| 75.00000 95175.00 STRUCTURE EXCAVATION | | | 0410 212005-000 113.000 CY | 55.00000 6215.00| 95.00000 10735.00| 100.00000 11300.00 SELECT MATERIAL FOR BACKFILLING | | | 0415 218004-001 605.000 SY | 22.00000 13310.00| 42.00000 25410.00| 21.50000 13007.50 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0420 601002-001 983.000 CY | 500.00000 491500.00| 550.00000 540650.00| 415.00000 407945.00 CLASS B CONCRETE | | | 0425 601003-001 124.000 CY | 675.00000 83700.00| 800.00000 99200.00| 650.00000 80600.00 CLASS K CONCRETE | | | 0426 601009-001 1276.000 CY | 500.00000 638000.00| 420.00000 535920.00| 620.00000 791120.00 CLASS H CONCRETE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 002 -7 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0012341 COUNTIES : HARRISON LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 34-0420560 |(2) 34-1603251 |(3) 31-1316393 |NATIONAL ENGINEERING & CONTR|BECDIR CONSTRUCTION COMPANY,|AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0427 601014-001 LUMP| 1600.00000 1600.00| 1500.00000 1500.00| 500.00000 500.00 TEST SLAB | | | 0430 601031-001 213.000 LF | 20.00000 4260.00| 30.00000 6390.00| 28.00000 5964.00 EPOXY INJECTION CRACK REPAIR | | | 0440 602001-001 178059.000 LB | 0.65000 115738.35| 0.70000 124641.30| 0.85000 151350.15 REINFORCING STEEL BAR | | | 0445 602002-001 283095.000 LB | 0.70000 198166.50| 0.72000 203828.40| 0.85000 240630.75 EPOXY COATED REINFORCING STEEL BAR | | | 0450 615001-001 1.000 LS | 930000.00000 930000.00| 950000.00000 950000.00| 953000.00000 953000.00 STEEL SUPERSTRUCTURE | | | 0451 615029-001 80.000 EA | 540.00000 43200.00| 550.00000 44000.00| 835.00000 66800.00 NON-GUIDED BEARING ,ELASTOMERIC | | | 0452 615030-001 16.000 EA | 550.00000 8800.00| 550.00000 8800.00| 860.00000 13760.00 FIXED BEARING ,ELASTOMERIC | | | 0455 616004-006 4603.000 LF | 30.00000 138090.00| 30.00000 138090.00| 26.00000 119678.00 HP12X53 STEEL BEARING PILE, DRIVEN | | | 0460 639001-001 LUMP| 30000.00000 30000.00| 7500.00000 7500.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 3,016,409.85| $ 3,070,494.70| $ 3,230,830.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 BRIDGE #2448.1 | | | 0500 203001-000 LUMP| 225000.00000 225000.00| 235000.00000 235000.00| 229000.00000 229000.00 DISMANTLING STRUCTURE | | | 0505 211002-000 376.000 CY | 36.00000 13536.00| 48.00000 18048.00| 35.00000 13160.00 ROCK BORROW EXCAVATION | | | 0510 212001-000 981.000 CY | 70.00000 68670.00| 125.00000 122625.00| 28.00000 27468.00 STRUCTURE EXCAVATION | | | 0515 212002-000 244.000 CY | 60.00000 14640.00| 70.00000 17080.00| 165.00000 40260.00 WET EXCAVATION | | | 0520 212005-000 139.000 CY | 55.00000 7645.00| 90.00000 12510.00| 100.00000 13900.00 SELECT MATERIAL FOR BACKFILLING | | | 0525 218004-001 524.000 SY | 22.00000 11528.00| 44.00000 23056.00| 33.00000 17292.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0530 601002-001 429.000 CY | 500.00000 214500.00| 550.00000 235950.00| 500.00000 214500.00 CLASS B CONCRETE | | | 0535 601003-001 129.000 CY | 675.00000 87075.00| 850.00000 109650.00| 590.00000 76110.00 CLASS K CONCRETE | | | 0540 601009-001 1163.000 CY | 500.00000 581500.00| 520.00000 604760.00| 555.00000 645465.00 CLASS H CONCRETE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 002 -8 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0012341 COUNTIES : HARRISON LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 34-0420560 |(2) 34-1603251 |(3) 31-1316393 |NATIONAL ENGINEERING & CONTR|BECDIR CONSTRUCTION COMPANY,|AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0545 601014-001 LUMP| 1600.00000 1600.00| 100.00000 100.00| 500.00000 500.00 TEST SLAB | | | 0550 601030-000 20.000 SF | 50.00000 1000.00| 80.00000 1600.00| 100.00000 2000.00 PATCHING CONCRETE STRUCTURES | | | 0555 601031-001 121.000 LF | 20.00000 2420.00| 30.00000 3630.00| 28.00000 3388.00 EPOXY INJECTION CRACK REPAIR | | | 0556 602001-001 59368.000 LB | 0.65000 38589.20| 0.70000 41557.60| 0.85000 50462.80 REINFORCING STEEL BAR | | | 0557 602002-001 218707.000 LB | 0.70000 153094.90| 0.72000 157469.04| 0.85000 185900.95 EPOXY COATED REINFORCING STEEL BAR | | | 0560 615001-001 1.000 LS | 925000.00000 925000.00| 910000.00000 910000.00| 910900.00000 910900.00 STEEL SUPERSTRUCTURE | | | 0565 615029-001 48.000 EA | 625.00000 30000.00| 530.00000 25440.00| 710.00000 34080.00 NON-GUIDED BEARING ,ELASTOMERIC | | | 0570 615030-001 16.000 EA | 525.00000 8400.00| 530.00000 8480.00| 980.00000 15680.00 FIXED BEARING ,ELASTOMERIC | | | 0575 616004-006 348.000 LF | 30.00000 10440.00| 54.00000 18792.00| 33.00000 11484.00 HP12X53 STEEL BEARING PILE, DRIVEN | | | 0580 616005-006 138.000 LF | 100.00000 13800.00| 160.00000 22080.00| 100.00000 13800.00 HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0585 639001-001 LUMP| 30000.00000 30000.00| 6900.00000 6900.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 2,438,438.10| $ 2,574,727.64| $ 2,510,350.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 COMPUTER SYSTEM | | | 0600 640004-001 LUMP| 3000.00000 3000.00| 3800.00000 3800.00| 4000.00000 4000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 3,000.00| $ 3,800.00| $ 4,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 TRAINING | | | 0605 699000-001 1000.000 HR | 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 ON JOB TRAINING | | | SECTION TOTALS | $ 800.00| $ 800.00| $ 800.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 8,818,963.55| $ 8,931,587.64| $ 9,148,700.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 002 -9 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0012341 COUNTIES : HARRISON LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 25-1100215 |(5) 55-0609442 |(6) 25-1466461 |MOSITES CONSTRUCTION COMPANY|MEC CONSTRUCTION, INC. |A & L, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 500.00000 500.00| 160000.00000 160000.00| 30000.00000 30000.00 CLEARING AND GRUBBING | | | 0015 204001-000 LUMP| 250000.00000 250000.00| 294500.00000 294500.00| 110000.00000 110000.00 MOBILIZATION | | | 0020 207001-001 14020.000 CY | 13.00000 182260.00| 11.00000 154220.00| 10.50000 147210.00 UNCLASSIFIED EXCAVATION | | | 0025 207002-000 3649.000 CY | 36.00000 131364.00| 38.75000 141398.75| 35.00000 127715.00 SUBGRADE | | | 0030 207033-000 12257.000 SY | 1.00000 12257.00| 1.25000 15321.25| 1.15000 14095.55 FABRIC FOR SUBGRADE STABILIZATION | | | 0035 307001-000 1072.000 CY | 47.00000 50384.00| 38.75000 41540.00| 40.00000 42880.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0040 307001-000 37.000 CY | 50.00000 1850.00| 83.00000 3071.00| 50.00000 1850.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0045 311006-001 3179.000 CY | 64.00000 203456.00| 67.25000 213787.75| 41.00000 130339.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0050 501010-001 8.000 EA | 3000.00000 24000.00| 2500.00000 20000.00| 4000.00000 32000.00 BRIDGE APPROACH EXPANSION JOINT | | | 0055 502001-012 1199.000 SY | 130.00000 155870.00| 146.00000 175054.00| 130.00000 155870.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0060 506002-001 2093.000 SY | 125.00000 261625.00| 200.00000 418600.00| 75.00000 156975.00 HIGH EARLY STRENGTH CONCRETE PAVEMENT | | | REPAIR | | | 0065 604009-020 3.000 EA | 130.00000 390.00| 195.00000 585.00| 875.00000 2625.00 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0070 604025-016 840.000 LF | 45.00000 37800.00| 35.00000 29400.00| 40.00000 33600.00 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0075 604025-020 94.000 LF | 50.00000 4700.00| 40.00000 3760.00| 48.00000 4512.00 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0076 605001-001 1.000 EA | 2500.00000 2500.00| 2400.00000 2400.00| 3000.00000 3000.00 TYPE A MANHOLE | | | 0080 605004-001 3.000 EA | 1500.00000 4500.00| 2200.00000 6600.00| 1800.00000 5400.00 TYPE B INLET | | | 0085 605009-001 2.000 EA | 1500.00000 3000.00| 2000.00000 4000.00| 4000.00000 8000.00 TYPE G INLET | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 002 -10 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0012341 COUNTIES : HARRISON LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 25-1100215 |(5) 55-0609442 |(6) 25-1466461 |MOSITES CONSTRUCTION COMPANY|MEC CONSTRUCTION, INC. |A & L, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 605014-001 8.000 EA | 1500.00000 12000.00| 2900.00000 23200.00| 3700.00000 29600.00 MODIFIED INLET, TYPE H | | | 0095 606029-001 14924.000 LF | 6.00000 89544.00| 6.65000 99244.60| 6.40000 95513.60 FREE DRAINING BASE TRENCH | | | 0100 606030-001 1449.000 LF | 6.00000 8694.00| 14.50000 21010.50| 14.00000 20286.00 OUTLET PIPE | | | 0105 607001-001 1444.000 LF | 10.00000 14440.00| 12.00000 17328.00| 11.00000 15884.00 TYPE 1 GUARDRAIL, CLASS I | | | 0110 607006-001 8.000 EA | 740.00000 5920.00| 1100.00000 8800.00| 850.00000 6800.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0115 607010-020 1109.000 LF | 1.00000 1109.00| 1.60000 1774.40| 3.00000 3327.00 GUARDRAIL REMOVAL | | | 0120 607065-001 4.000 EA | 1200.00000 4800.00| 1160.00000 4640.00| 1300.00000 5200.00 FLARED END TERMINAL | | | 0125 610005-004 52.000 LF | 55.00000 2860.00| 110.00000 5720.00| 12.00000 624.00 BITUMINOUS CURB, TYPE IV | | | 0135 610006-100 1712.000 LF | 200.00000 342400.00| 150.00000 256800.00| 190.00000 325280.00 MODIFIED MEDIAN, TYPE VII | | | 0140 633003-001 17.000 CY | 50.00000 850.00| 37.00000 629.00| 24.00000 408.00 DUMPED ROCK GUTTER | | | 0145 636007-001 32900.000 LF | 0.50000 16450.00| 0.50000 16450.00| 0.55000 18095.00 ERADICATION OF PAVEMENT MARKING | | | 0150 636008-001 33400.000 LF | 0.20000 6680.00| 0.17000 5678.00| 0.20000 6680.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0155 636009-001 97200.000 LF | 1.05000 102060.00| 1.09000 105948.00| 1.20000 116640.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0160 636011-001 56700.000 UN | 3.00000 170100.00| 1.71000 96957.00| 1.90000 107730.00 TRAFFIC CONTROL DEVICE | | | 0165 636012-010 6.000 EA | 250.00000 1500.00| 55.00000 330.00| 300.00000 1800.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0170 636013-001 600.000 EA | 3.00000 1800.00| 1.10000 660.00| 3.00000 1800.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0175 636014-001 500.000 HR | 35.00000 17500.00| 43.00000 21500.00| 40.00000 20000.00 FLAGGER | | | 0180 636014-002 900.000 HR | 40.00000 36000.00| 20.00000 18000.00| 50.00000 45000.00 TRAFFIC DIRECTOR | | | 0185 636017-001 14500.000 LF | 18.00000 261000.00| 14.75000 213875.00| 15.00000 217500.00 TEMPORARY CONCRETE BARRIER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 002 -11 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0012341 COUNTIES : HARRISON LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 25-1100215 |(5) 55-0609442 |(6) 25-1466461 |MOSITES CONSTRUCTION COMPANY|MEC CONSTRUCTION, INC. |A & L, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 636018-001 17700.000 LF | 4.00000 70800.00| 4.50000 79650.00| 3.25000 57525.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0195 636021-001 50.000 DA | 10.00000 500.00| 11.00000 550.00| 60.00000 3000.00 ELECTRIC ARROW | | | 0200 636022-001 2880.000 DA | 25.00000 72000.00| 0.01000 28.80| 120.00000 345600.00 CHANGAEBLE MESSAGE SIGN | | | 0205 636025-001 15000.000 DA | 1.00000 15000.00| 1.10000 16500.00| 2.50000 37500.00 WARNING LIGHTS, TYPE B | | | 0210 636028-001 50.000 DA | 130.00000 6500.00| 125.00000 6250.00| 50.00000 2500.00 SHADOW VEHICLE | | | 0215 636030-001 1440.000 DA | 5.00000 7200.00| 0.01000 14.40| 12.00000 17280.00 SPEED MONITORING TRAILER | | | 0220 639001-001 LUMP| 1.00000 1.00| 14800.00000 14800.00| 25000.00000 25000.00 CONSTRUCTION LAYOUT STAKE | | | 0225 640001-001 24.000 MO | 500.00000 12000.00| 725.00000 17400.00| 2000.00000 48000.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0230 640003-001 LUMP| 1.00000 1.00| 3000.00000 3000.00| 50000.00000 50000.00 BUILDING EQUIPMENT | | | 0235 642004-003 141.000 LB | 10.00000 1410.00| 11.00000 1551.00| 12.00000 1692.00 SEED MIXTURE, D | | | 0240 642005-001 4.200 TN | 460.00000 1932.00| 465.00000 1953.00| 500.00000 2100.00 MULCH, STRAW OR HAY | | | 0245 642006-001 0.840 TN | 1000.00000 840.00| 1100.00000 924.00| 1500.00000 1260.00 FERTILIZER | | | 0250 642010-001 3.100 TN | 80.00000 248.00| 83.00000 257.30| 100.00000 310.00 AGRICULTURAL LIMESTONE | | | 0255 642011-001 2395.000 EA | 5.00000 11975.00| 4.70000 11256.50| 10.00000 23950.00 HAY OR STRAW BALE | | | 0260 642012-001 7190.000 LF | 3.00000 21570.00| 2.50000 17975.00| 2.75000 19772.50 SILT FENCE | | | 0265 642032-001 8.000 EA | 100.00000 800.00| 22.00000 176.00| 360.00000 2880.00 CHECK DAM | | | 0270 652001-001 3.100 TN | 80.00000 248.00| 83.00000 257.30| 100.00000 310.00 AGRICULTURAL LIMESTONE | | | 0275 652002-001 0.840 TN | 2500.00000 2100.00| 2760.00000 2318.40| 1700.00000 1428.00 FERTILIZER, 10-20-10 | | | 0280 652002-002 0.320 TN | 2800.00000 896.00| 3100.00000 992.00| 1200.00000 384.00 FERTILIZER, UREA FORMALDEHYDE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 002 -12 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0012341 COUNTIES : HARRISON LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 25-1100215 |(5) 55-0609442 |(6) 25-1466461 |MOSITES CONSTRUCTION COMPANY|MEC CONSTRUCTION, INC. |A & L, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0285 652003-001 197.000 LB | 1.00000 197.00| 1.10000 216.70| 5.00000 985.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0290 652003-002 141.000 LB | 1.00000 141.00| 1.10000 155.10| 12.00000 1692.00 SEED MIXTURE, D | | | 0295 652004-001 4.200 TN | 380.00000 1596.00| 420.00000 1764.00| 500.00000 2100.00 STRAW OR HAY MULCH | | | 0300 663001-019 15170.000 LF | 1.00000 15170.00| 1.02000 15473.40| 0.25000 3792.50 EDGE LINE, TYPE IX ,WHITE, 8" | | | 0305 663001-019 14590.000 LF | 1.00000 14590.00| 1.02000 14881.80| 0.23000 3355.70 EDGE LINE, TYPE IX ,YELLOW, 8" | | | 0310 663002-019 3605.000 LF | 1.00000 3605.00| 1.48000 5335.40| 0.25000 901.25 LANE LINE OR CENTERLINE, TYPE IX ,WHITE,| | | 8" | | | 0315 663012-208 108.000 EA | 25.00000 2700.00| 28.00000 3024.00| 30.00000 3240.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | 0320 663012-212 73.000 EA | 25.00000 1825.00| 28.00000 2044.00| 30.00000 2190.00 RAISED PAVEMENT MARKER REFLECTOR WR | | | 0325 664001-008 10.000 EA | 3300.00000 33000.00| 3600.00000 36000.00| 11000.00000 110000.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 0330 664001-009 14.000 EA | 900.00000 12600.00| 995.00000 13930.00| 2500.00000 35000.00 REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 0335 401001-011 AA1 13212.000 TN | 32.00000 422784.00| 35.40000 467704.80| 38.00000 502056.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0340 401001-012 AA2 11891.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0345 401001-011 AB1 5628.000 TN | 39.00000 219492.00| 44.50000 250446.00| 45.00000 253260.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0350 401001-012 AB2 5067.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0355 401002-001 AC1 106.000 TN | 50.00000 5300.00| 66.00000 6996.00| 59.00000 6254.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE I | | | 0360 401002-002 AC2 95.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE I | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 002 -13 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0012341 COUNTIES : HARRISON LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 25-1100215 |(5) 55-0609442 |(6) 25-1466461 |MOSITES CONSTRUCTION COMPANY|MEC CONSTRUCTION, INC. |A & L, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0365 402001-011 AD1 1081.000 TN | 50.00000 54050.00| 52.00000 56212.00| 59.00000 63779.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0370 402001-012 AD2 1026.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0375 636002-001 AE1 200.000 TN | 20.00000 4000.00| 26.00000 5200.00| 20.00000 4000.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0380 636002-002 AE2 180.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 3,439,234.00| $ 3,658,019.15| $ 3,677,336.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 SEWER RELOCATION | | | 0385 639001-001 LUMP| 1.00000 1.00| 1000.00000 1000.00| 8900.00000 8900.00 CONSTRUCTION LAYOUT STAKE | | | 0390 670019-001 4.000 EA | 1700.00000 6800.00| 2800.00000 11200.00| 1700.00000 6800.00 SPECIAL VALVE, 12" PLUG VALVE AND BOX | | | 0395 675008-261 267.000 LF | 45.00000 12015.00| 76.00000 20292.00| 60.00000 16020.00 12 INCH DUCTILE IRON SEWER PIPE, TYPE I,| | | CLASS 50 | | | SECTION TOTALS | $ 18,816.00| $ 32,492.00| $ 31,720.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 BRIDGE #2447.1 | | | 0400 203001-000 LUMP| 450000.00000 450000.00| 210000.00000 210000.00| 475000.00000 475000.00 DISMANTLING STRUCTURE | | | 0405 212001-000 1269.000 CY | 40.00000 50760.00| 34.00000 43146.00| 100.00000 126900.00 STRUCTURE EXCAVATION | | | 0410 212005-000 113.000 CY | 100.00000 11300.00| 85.00000 9605.00| 50.00000 5650.00 SELECT MATERIAL FOR BACKFILLING | | | 0415 218004-001 605.000 SY | 25.00000 15125.00| 35.00000 21175.00| 20.00000 12100.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0420 601002-001 983.000 CY | 600.00000 589800.00| 540.00000 530820.00| 600.00000 589800.00 CLASS B CONCRETE | | | 0425 601003-001 124.000 CY | 600.00000 74400.00| 675.00000 83700.00| 600.00000 74400.00 CLASS K CONCRETE | | | 0426 601009-001 1276.000 CY | 700.00000 893200.00| 590.00000 752840.00| 425.00000 542300.00 CLASS H CONCRETE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 002 -14 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0012341 COUNTIES : HARRISON LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 25-1100215 |(5) 55-0609442 |(6) 25-1466461 |MOSITES CONSTRUCTION COMPANY|MEC CONSTRUCTION, INC. |A & L, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0427 601014-001 LUMP| 1.00000 1.00| 2500.00000 2500.00| 2000.00000 2000.00 TEST SLAB | | | 0430 601031-001 213.000 LF | 40.00000 8520.00| 40.00000 8520.00| 36.00000 7668.00 EPOXY INJECTION CRACK REPAIR | | | 0440 602001-001 178059.000 LB | 0.70000 124641.30| 0.70000 124641.30| 0.75000 133544.25 REINFORCING STEEL BAR | | | 0445 602002-001 283095.000 LB | 0.80000 226476.00| 0.82000 232137.90| 0.80000 226476.00 EPOXY COATED REINFORCING STEEL BAR | | | 0450 615001-001 1.000 LS | 848000.00000 848000.00| 1126000.00000 1126000.00| 1100000.00000 1100000.00 STEEL SUPERSTRUCTURE | | | 0451 615029-001 80.000 EA | 1000.00000 80000.00| 560.00000 44800.00| 445.00000 35600.00 NON-GUIDED BEARING ,ELASTOMERIC | | | 0452 615030-001 16.000 EA | 1000.00000 16000.00| 485.00000 7760.00| 445.00000 7120.00 FIXED BEARING ,ELASTOMERIC | | | 0455 616004-006 4603.000 LF | 26.00000 119678.00| 21.00000 96663.00| 36.50000 168009.50 HP12X53 STEEL BEARING PILE, DRIVEN | | | 0460 639001-001 LUMP| 1.00000 1.00| 11800.00000 11800.00| 70000.00000 70000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 3,507,902.30| $ 3,306,108.20| $ 3,576,567.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 BRIDGE #2448.1 | | | 0500 203001-000 LUMP| 450000.00000 450000.00| 160000.00000 160000.00| 250000.00000 250000.00 DISMANTLING STRUCTURE | | | 0505 211002-000 376.000 CY | 60.00000 22560.00| 22.00000 8272.00| 30.00000 11280.00 ROCK BORROW EXCAVATION | | | 0510 212001-000 981.000 CY | 40.00000 39240.00| 37.00000 36297.00| 75.00000 73575.00 STRUCTURE EXCAVATION | | | 0515 212002-000 244.000 CY | 100.00000 24400.00| 385.00000 93940.00| 500.00000 122000.00 WET EXCAVATION | | | 0520 212005-000 139.000 CY | 100.00000 13900.00| 85.00000 11815.00| 50.00000 6950.00 SELECT MATERIAL FOR BACKFILLING | | | 0525 218004-001 524.000 SY | 25.00000 13100.00| 35.00000 18340.00| 23.00000 12052.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0530 601002-001 429.000 CY | 600.00000 257400.00| 565.00000 242385.00| 600.00000 257400.00 CLASS B CONCRETE | | | 0535 601003-001 129.000 CY | 600.00000 77400.00| 600.00000 77400.00| 600.00000 77400.00 CLASS K CONCRETE | | | 0540 601009-001 1163.000 CY | 700.00000 814100.00| 575.00000 668725.00| 375.00000 436125.00 CLASS H CONCRETE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 002 -15 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0012341 COUNTIES : HARRISON LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 25-1100215 |(5) 55-0609442 |(6) 25-1466461 |MOSITES CONSTRUCTION COMPANY|MEC CONSTRUCTION, INC. |A & L, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0545 601014-001 LUMP| 1.00000 1.00| 2500.00000 2500.00| 2000.00000 2000.00 TEST SLAB | | | 0550 601030-000 20.000 SF | 150.00000 3000.00| 192.00000 3840.00| 150.00000 3000.00 PATCHING CONCRETE STRUCTURES | | | 0555 601031-001 121.000 LF | 40.00000 4840.00| 40.00000 4840.00| 36.00000 4356.00 EPOXY INJECTION CRACK REPAIR | | | 0556 602001-001 59368.000 LB | 0.70000 41557.60| 0.70000 41557.60| 0.75000 44526.00 REINFORCING STEEL BAR | | | 0557 602002-001 218707.000 LB | 0.80000 174965.60| 0.82000 179339.74| 0.80000 174965.60 EPOXY COATED REINFORCING STEEL BAR | | | 0560 615001-001 1.000 LS | 594000.00000 594000.00| 1058000.00000 1058000.00| 1035000.00000 1035000.00 STEEL SUPERSTRUCTURE | | | 0565 615029-001 48.000 EA | 1000.00000 48000.00| 520.00000 24960.00| 445.00000 21360.00 NON-GUIDED BEARING ,ELASTOMERIC | | | 0570 615030-001 16.000 EA | 1000.00000 16000.00| 615.00000 9840.00| 445.00000 7120.00 FIXED BEARING ,ELASTOMERIC | | | 0575 616004-006 348.000 LF | 26.00000 9048.00| 22.00000 7656.00| 35.00000 12180.00 HP12X53 STEEL BEARING PILE, DRIVEN | | | 0580 616005-006 138.000 LF | 120.00000 16560.00| 95.00000 13110.00| 150.00000 20700.00 HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0585 639001-001 LUMP| 1.00000 1.00| 11300.00000 11300.00| 70000.00000 70000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 2,620,073.20| $ 2,674,117.34| $ 2,641,989.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 COMPUTER SYSTEM | | | 0600 640004-001 LUMP| 500.00000 500.00| 2800.00000 2800.00| 2000.00000 2000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 500.00| $ 2,800.00| $ 2,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 TRAINING | | | 0605 699000-001 1000.000 HR | 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 ON JOB TRAINING | | | SECTION TOTALS | $ 800.00| $ 800.00| $ 800.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 9,587,325.50| $ 9,674,336.69| $ 9,930,413.45 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 002 -16 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0012341 COUNTIES : HARRISON LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 62-1345425 |(8) 55-0487806 |(9) 55-0345840 |BILCO CONSTRUCTION COMPANY, |ORDERS CONSTRUCTION COMPANY,|VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 166000.00000 166000.00| 436700.00000 436700.00| 268000.00000 268000.00 CLEARING AND GRUBBING | | | 0015 204001-000 LUMP| 240000.00000 240000.00| 327000.00000 327000.00| 300000.00000 300000.00 MOBILIZATION | | | 0020 207001-001 14020.000 CY | 13.00000 182260.00| 13.00000 182260.00| 13.00000 182260.00 UNCLASSIFIED EXCAVATION | | | 0025 207002-000 3649.000 CY | 38.00000 138662.00| 37.00000 135013.00| 37.00000 135013.00 SUBGRADE | | | 0030 207033-000 12257.000 SY | 1.00000 12257.00| 1.10000 13482.70| 1.05000 12869.85 FABRIC FOR SUBGRADE STABILIZATION | | | 0035 307001-000 1072.000 CY | 47.00000 50384.00| 49.00000 52528.00| 50.00000 53600.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0040 307001-000 37.000 CY | 50.00000 1850.00| 49.00000 1813.00| 49.00000 1813.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0045 311006-001 3179.000 CY | 47.00000 149413.00| 49.00000 155771.00| 49.00000 155771.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0050 501010-001 8.000 EA | 3000.00000 24000.00| 12800.00000 102400.00| 6500.00000 52000.00 BRIDGE APPROACH EXPANSION JOINT | | | 0055 502001-012 1199.000 SY | 133.00000 159467.00| 180.00000 215820.00| 198.00000 237402.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0060 506002-001 2093.000 SY | 245.00000 512785.00| 190.00000 397670.00| 230.00000 481390.00 HIGH EARLY STRENGTH CONCRETE PAVEMENT | | | REPAIR | | | 0065 604009-020 3.000 EA | 200.00000 600.00| 260.00000 780.00| 370.00000 1110.00 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0070 604025-016 840.000 LF | 55.00000 46200.00| 70.00000 58800.00| 70.00000 58800.00 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0075 604025-020 94.000 LF | 75.00000 7050.00| 93.00000 8742.00| 80.00000 7520.00 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0076 605001-001 1.000 EA | 1200.00000 1200.00| 2400.00000 2400.00| 3000.00000 3000.00 TYPE A MANHOLE | | | 0080 605004-001 3.000 EA | 1200.00000 3600.00| 1500.00000 4500.00| 2050.00000 6150.00 TYPE B INLET | | | 0085 605009-001 2.000 EA | 1500.00000 3000.00| 3700.00000 7400.00| 3000.00000 6000.00 TYPE G INLET | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 002 -17 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0012341 COUNTIES : HARRISON LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 62-1345425 |(8) 55-0487806 |(9) 55-0345840 |BILCO CONSTRUCTION COMPANY, |ORDERS CONSTRUCTION COMPANY,|VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 605014-001 8.000 EA | 3000.00000 24000.00| 3100.00000 24800.00| 3300.00000 26400.00 MODIFIED INLET, TYPE H | | | 0095 606029-001 14924.000 LF | 12.00000 179088.00| 10.00000 149240.00| 12.00000 179088.00 FREE DRAINING BASE TRENCH | | | 0100 606030-001 1449.000 LF | 12.00000 17388.00| 28.00000 40572.00| 48.00000 69552.00 OUTLET PIPE | | | 0105 607001-001 1444.000 LF | 11.00000 15884.00| 12.00000 17328.00| 11.50000 16606.00 TYPE 1 GUARDRAIL, CLASS I | | | 0110 607006-001 8.000 EA | 800.00000 6400.00| 1100.00000 8800.00| 1050.00000 8400.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0115 607010-020 1109.000 LF | 2.00000 2218.00| 1.50000 1663.50| 1.50000 1663.50 GUARDRAIL REMOVAL | | | 0120 607065-001 4.000 EA | 1200.00000 4800.00| 1100.00000 4400.00| 1100.00000 4400.00 FLARED END TERMINAL | | | 0125 610005-004 52.000 LF | 30.00000 1560.00| 11.00000 572.00| 10.50000 546.00 BITUMINOUS CURB, TYPE IV | | | 0135 610006-100 1712.000 LF | 160.00000 273920.00| 120.00000 205440.00| 165.00000 282480.00 MODIFIED MEDIAN, TYPE VII | | | 0140 633003-001 17.000 CY | 50.00000 850.00| 51.00000 867.00| 63.00000 1071.00 DUMPED ROCK GUTTER | | | 0145 636007-001 32900.000 LF | 0.60000 19740.00| 0.48000 15792.00| 0.48000 15792.00 ERADICATION OF PAVEMENT MARKING | | | 0150 636008-001 33400.000 LF | 0.15000 5010.00| 0.16000 5344.00| 0.16000 5344.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0155 636009-001 97200.000 LF | 1.10000 106920.00| 1.10000 106920.00| 1.05000 102060.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0160 636011-001 56700.000 UN | 1.10000 62370.00| 1.60000 90720.00| 1.60000 90720.00 TRAFFIC CONTROL DEVICE | | | 0165 636012-010 6.000 EA | 250.00000 1500.00| 260.00000 1560.00| 260.00000 1560.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0170 636013-001 600.000 EA | 1.00000 600.00| 2.60000 1560.00| 2.60000 1560.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0175 636014-001 500.000 HR | 32.00000 16000.00| 41.00000 20500.00| 45.00000 22500.00 FLAGGER | | | 0180 636014-002 900.000 HR | 32.00000 28800.00| 37.00000 33300.00| 35.00000 31500.00 TRAFFIC DIRECTOR | | | 0185 636017-001 14500.000 LF | 17.00000 246500.00| 17.00000 246500.00| 18.00000 261000.00 TEMPORARY CONCRETE BARRIER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 002 -18 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0012341 COUNTIES : HARRISON LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 62-1345425 |(8) 55-0487806 |(9) 55-0345840 |BILCO CONSTRUCTION COMPANY, |ORDERS CONSTRUCTION COMPANY,|VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 636018-001 17700.000 LF | 4.50000 79650.00| 4.00000 70800.00| 4.00000 70800.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0195 636021-001 50.000 DA | 20.00000 1000.00| 11.00000 550.00| 10.50000 525.00 ELECTRIC ARROW | | | 0200 636022-001 2880.000 DA | 40.00000 115200.00| 1.10000 3168.00| 1.00000 2880.00 CHANGAEBLE MESSAGE SIGN | | | 0205 636025-001 15000.000 DA | 1.30000 19500.00| 1.10000 16500.00| 1.05000 15750.00 WARNING LIGHTS, TYPE B | | | 0210 636028-001 50.000 DA | 100.00000 5000.00| 210.00000 10500.00| 110.00000 5500.00 SHADOW VEHICLE | | | 0215 636030-001 1440.000 DA | 25.00000 36000.00| 1.10000 1584.00| 1.00000 1440.00 SPEED MONITORING TRAILER | | | 0220 639001-001 LUMP| 50000.50000 50000.50| 23300.00000 23300.00| 22000.00000 22000.00 CONSTRUCTION LAYOUT STAKE | | | 0225 640001-001 24.000 MO | 800.00000 19200.00| 780.00000 18720.00| 1200.00000 28800.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0230 640003-001 LUMP| 2750.00000 2750.00| 590.00000 590.00| 3450.00000 3450.00 BUILDING EQUIPMENT | | | 0235 642004-003 141.000 LB | 11.00000 1551.00| 10.00000 1410.00| 10.25000 1445.25 SEED MIXTURE, D | | | 0240 642005-001 4.200 TN | 500.00000 2100.00| 480.00000 2016.00| 480.00000 2016.00 MULCH, STRAW OR HAY | | | 0245 642006-001 0.840 TN | 1200.00000 1008.00| 1100.00000 924.00| 1075.00000 903.00 FERTILIZER | | | 0250 642010-001 3.100 TN | 100.00000 310.00| 79.00000 244.90| 80.00000 248.00 AGRICULTURAL LIMESTONE | | | 0255 642011-001 2395.000 EA | 4.00000 9580.00| 13.00000 31135.00| 1.00000 2395.00 HAY OR STRAW BALE | | | 0260 642012-001 7190.000 LF | 2.50000 17975.00| 2.90000 20851.00| 4.50000 32355.00 SILT FENCE | | | 0265 642032-001 8.000 EA | 75.00000 600.00| 470.00000 3760.00| 1075.00000 8600.00 CHECK DAM | | | 0270 652001-001 3.100 TN | 100.00000 310.00| 79.00000 244.90| 80.00000 248.00 AGRICULTURAL LIMESTONE | | | 0275 652002-001 0.840 TN | 2800.00000 2352.00| 2600.00000 2184.00| 2650.00000 2226.00 FERTILIZER, 10-20-10 | | | 0280 652002-002 0.320 TN | 3000.00000 960.00| 3000.00000 960.00| 3000.00000 960.00 FERTILIZER, UREA FORMALDEHYDE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 002 -19 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0012341 COUNTIES : HARRISON LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 62-1345425 |(8) 55-0487806 |(9) 55-0345840 |BILCO CONSTRUCTION COMPANY, |ORDERS CONSTRUCTION COMPANY,|VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0285 652003-001 197.000 LB | 2.00000 394.00| 1.10000 216.70| 1.05000 206.85 SEED MIXTURES, B, C-1, OR C-2 | | | 0290 652003-002 141.000 LB | 2.00000 282.00| 1.10000 155.10| 1.05000 148.05 SEED MIXTURE, D | | | 0295 652004-001 4.200 TN | 400.00000 1680.00| 400.00000 1680.00| 400.00000 1680.00 STRAW OR HAY MULCH | | | 0300 663001-019 15170.000 LF | 1.00000 15170.00| 0.97000 14714.90| 1.00000 15170.00 EDGE LINE, TYPE IX ,WHITE, 8" | | | 0305 663001-019 14590.000 LF | 1.00000 14590.00| 0.97000 14152.30| 1.00000 14590.00 EDGE LINE, TYPE IX ,YELLOW, 8" | | | 0310 663002-019 3605.000 LF | 1.50000 5407.50| 1.40000 5047.00| 1.40000 5047.00 LANE LINE OR CENTERLINE, TYPE IX ,WHITE,| | | 8" | | | 0315 663012-208 108.000 EA | 30.00000 3240.00| 26.00000 2808.00| 45.00000 4860.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | 0320 663012-212 73.000 EA | 20.00000 1460.00| 26.00000 1898.00| 30.00000 2190.00 RAISED PAVEMENT MARKER REFLECTOR WR | | | 0325 664001-008 10.000 EA | 3500.00000 35000.00| 3500.00000 35000.00| 3500.00000 35000.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 0330 664001-009 14.000 EA | 1000.00000 14000.00| 950.00000 13300.00| 950.00000 13300.00 REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 0335 401001-011 AA1 13212.000 TN | 35.00000 462420.00| 39.00000 515268.00| 38.50000 508662.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0340 401001-012 AA2 11891.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0345 401001-011 AB1 5628.000 TN | 37.00000 208236.00| 39.00000 219492.00| 38.50000 216678.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0350 401001-012 AB2 5067.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0355 401002-001 AC1 106.000 TN | 45.00000 4770.00| 42.00000 4452.00| 42.00000 4452.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE I | | | 0360 401002-002 AC2 95.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE I | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 002 -20 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0012341 COUNTIES : HARRISON LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 62-1345425 |(8) 55-0487806 |(9) 55-0345840 |BILCO CONSTRUCTION COMPANY, |ORDERS CONSTRUCTION COMPANY,|VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0365 402001-011 AD1 1081.000 TN | 47.00000 50807.00| 69.00000 74589.00| 68.00000 73508.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0370 402001-012 AD2 1026.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0375 636002-001 AE1 200.000 TN | 17.00000 3400.00| 22.00000 4400.00| 40.00000 8000.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0380 636002-002 AE2 180.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 3,898,179.00| $ 4,195,573.00| $ 4,190,974.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 SEWER RELOCATION | | | 0385 639001-001 LUMP| 2000.00000 2000.00| 1200.00000 1200.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | 0390 670019-001 4.000 EA | 2000.00000 8000.00| 2800.00000 11200.00| 1200.00000 4800.00 SPECIAL VALVE, 12" PLUG VALVE AND BOX | | | 0395 675008-261 267.000 LF | 50.00000 13350.00| 58.00000 15486.00| 150.00000 40050.00 12 INCH DUCTILE IRON SEWER PIPE, TYPE I,| | | CLASS 50 | | | SECTION TOTALS | $ 23,350.00| $ 27,886.00| $ 49,850.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 BRIDGE #2447.1 | | | 0400 203001-000 LUMP| 265000.00000 265000.00| 369400.00000 369400.00| 280000.00000 280000.00 DISMANTLING STRUCTURE | | | 0405 212001-000 1269.000 CY | 21.00000 26649.00| 44.00000 55836.00| 50.00000 63450.00 STRUCTURE EXCAVATION | | | 0410 212005-000 113.000 CY | 70.00000 7910.00| 110.00000 12430.00| 80.00000 9040.00 SELECT MATERIAL FOR BACKFILLING | | | 0415 218004-001 605.000 SY | 20.00000 12100.00| 31.00000 18755.00| 25.00000 15125.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0420 601002-001 983.000 CY | 405.00000 398115.00| 590.00000 579970.00| 530.00000 520990.00 CLASS B CONCRETE | | | 0425 601003-001 124.000 CY | 675.00000 83700.00| 1300.00000 161200.00| 820.00000 101680.00 CLASS K CONCRETE | | | 0426 601009-001 1276.000 CY | 750.00000 957000.00| 600.00000 765600.00| 650.00000 829400.00 CLASS H CONCRETE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 002 -21 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0012341 COUNTIES : HARRISON LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 62-1345425 |(8) 55-0487806 |(9) 55-0345840 |BILCO CONSTRUCTION COMPANY, |ORDERS CONSTRUCTION COMPANY,|VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0427 601014-001 LUMP| 1750.00000 1750.00| 3000.00000 3000.00| 1000.00000 1000.00 TEST SLAB | | | 0430 601031-001 213.000 LF | 15.00000 3195.00| 92.00000 19596.00| 25.00000 5325.00 EPOXY INJECTION CRACK REPAIR | | | 0440 602001-001 178059.000 LB | 0.70000 124641.30| 0.63000 112177.17| 0.80000 142447.20 REINFORCING STEEL BAR | | | 0445 602002-001 283095.000 LB | 0.75000 212321.25| 0.75000 212321.25| 0.85000 240630.75 EPOXY COATED REINFORCING STEEL BAR | | | 0450 615001-001 1.000 LS | 990000.00000 990000.00| 1100000.00000 1100000.00| 1140000.00000 1140000.00 STEEL SUPERSTRUCTURE | | | 0451 615029-001 80.000 EA | 600.00000 48000.00| 890.00000 71200.00| 700.00000 56000.00 NON-GUIDED BEARING ,ELASTOMERIC | | | 0452 615030-001 16.000 EA | 600.00000 9600.00| 890.00000 14240.00| 725.00000 11600.00 FIXED BEARING ,ELASTOMERIC | | | 0455 616004-006 4603.000 LF | 29.00000 133487.00| 26.00000 119678.00| 30.00000 138090.00 HP12X53 STEEL BEARING PILE, DRIVEN | | | 0460 639001-001 LUMP| 20000.45000 20000.45| 23300.00000 23300.00| 16000.00000 16000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 3,293,469.00| $ 3,638,703.42| $ 3,570,777.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 BRIDGE #2448.1 | | | 0500 203001-000 LUMP| 250000.00000 250000.00| 296500.00000 296500.00| 255000.00000 255000.00 DISMANTLING STRUCTURE | | | 0505 211002-000 376.000 CY | 28.00000 10528.00| 36.00000 13536.00| 20.00000 7520.00 ROCK BORROW EXCAVATION | | | 0510 212001-000 981.000 CY | 21.00000 20601.00| 47.00000 46107.00| 75.00000 73575.00 STRUCTURE EXCAVATION | | | 0515 212002-000 244.000 CY | 50.00000 12200.00| 150.00000 36600.00| 80.00000 19520.00 WET EXCAVATION | | | 0520 212005-000 139.000 CY | 70.00000 9730.00| 100.00000 13900.00| 80.00000 11120.00 SELECT MATERIAL FOR BACKFILLING | | | 0525 218004-001 524.000 SY | 20.00000 10480.00| 49.00000 25676.00| 32.00000 16768.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0530 601002-001 429.000 CY | 430.00000 184470.00| 740.00000 317460.00| 640.00000 274560.00 CLASS B CONCRETE | | | 0535 601003-001 129.000 CY | 700.00000 90300.00| 1000.00000 129000.00| 650.00000 83850.00 CLASS K CONCRETE | | | 0540 601009-001 1163.000 CY | 750.00000 872250.00| 570.00000 662910.00| 640.00000 744320.00 CLASS H CONCRETE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 002 -22 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0012341 COUNTIES : HARRISON LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 62-1345425 |(8) 55-0487806 |(9) 55-0345840 |BILCO CONSTRUCTION COMPANY, |ORDERS CONSTRUCTION COMPANY,|VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0545 601014-001 LUMP| 1750.00000 1750.00| 3000.00000 3000.00| 1000.00000 1000.00 TEST SLAB | | | 0550 601030-000 20.000 SF | 70.00000 1400.00| 200.00000 4000.00| 80.00000 1600.00 PATCHING CONCRETE STRUCTURES | | | 0555 601031-001 121.000 LF | 15.00000 1815.00| 95.00000 11495.00| 25.00000 3025.00 EPOXY INJECTION CRACK REPAIR | | | 0556 602001-001 59368.000 LB | 0.70000 41557.60| 0.63000 37401.84| 0.80000 47494.40 REINFORCING STEEL BAR | | | 0557 602002-001 218707.000 LB | 0.75000 164030.25| 0.75000 164030.25| 0.85000 185900.95 EPOXY COATED REINFORCING STEEL BAR | | | 0560 615001-001 1.000 LS | 990000.00000 990000.00| 1000000.00000 1000000.00| 1121000.00000 1121000.00 STEEL SUPERSTRUCTURE | | | 0565 615029-001 48.000 EA | 600.00000 28800.00| 1000.00000 48000.00| 830.00000 39840.00 NON-GUIDED BEARING ,ELASTOMERIC | | | 0570 615030-001 16.000 EA | 600.00000 9600.00| 1000.00000 16000.00| 700.00000 11200.00 FIXED BEARING ,ELASTOMERIC | | | 0575 616004-006 348.000 LF | 34.00000 11832.00| 30.00000 10440.00| 37.00000 12876.00 HP12X53 STEEL BEARING PILE, DRIVEN | | | 0580 616005-006 138.000 LF | 50.00000 6900.00| 120.00000 16560.00| 140.00000 19320.00 HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0585 639001-001 LUMP| 20000.15000 20000.15| 15500.00000 15500.00| 16000.00000 16000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 2,738,244.00| $ 2,868,116.09| $ 2,945,489.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 COMPUTER SYSTEM | | | 0600 640004-001 LUMP| 4500.00000 4500.00| 2300.00000 2300.00| 6500.00000 6500.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 4,500.00| $ 2,300.00| $ 6,500.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 TRAINING | | | 0605 699000-001 1000.000 HR | 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 ON JOB TRAINING | | | SECTION TOTALS | $ 800.00| $ 800.00| $ 800.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 9,958,542.00| $ 10,733,378.51| $ 10,764,391.80 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 0211643 COUNTIES : LEWIS LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 07 CONTRACT DESCRIPTION : WESTON-BUCKHANNON ROAD PROJECT(S) : S321-0033/00-022.26 00 00NH 0033 242 E00 LOCATION: E END BR #21-33-22.22 TO UPSH CO LINE 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 844,991.06 100.0000% 2 55-0328627 J. F. ALLEN COMPANY $ 884,149.59 104.6341% 3 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 1,021,155.00 120.8480% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0211643 COUNTIES : LEWIS LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0328627 |(3) 55-0481221 |WEST VIRGINIA PAVING, INC. |J. F. ALLEN COMPANY |MOUNTAINEER CONTRACTORS, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RRR | | | 0005 204001-000 LUMP| 7000.00000 7000.00| 1000.00000 1000.00| 51209.08000 51209.08 MOBILIZATION | | | 0010 204003-000 1.000 EA | 500.00000 500.00| 262.50000 262.50| 250.00000 250.00 MOBILIZATION, PER (PERM. MARKINGS) | | | 0015 204003-000 1.000 EA | 250.00000 250.00| 525.00000 525.00| 500.00000 500.00 MOBILIZATION, PER (3 DAY TEMP.) | | | 0020 211008-000 300.000 TN | 15.30000 4590.00| 22.25000 6675.00| 26.25000 7875.00 ROCK BORROW EXCAVATION | | | 0025 229001-000 4.790 MI | 3550.00000 17004.50| 2000.00000 9580.00| 5000.00000 23950.00 SHOULDER AND DITCH | | | 0030 408002-001 6306.000 GA | 0.01000 63.06| 0.01000 63.06| 0.50000 3153.00 BITUMINOUS MATERIAL | | | 0035 415005-001 198.000 SY | 15.00000 2970.00| 17.25000 3415.50| 20.00000 3960.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0040 607010-020 1100.000 LF | 1.50000 1650.00| 1.60000 1760.00| 1.50000 1650.00 GUARDRAIL REMOVAL | | | 0045 607066-001 22.000 EA | 1675.00000 36850.00| 1758.75000 38692.50| 1675.00000 36850.00 TANGENT END TERMINAL | | | 0050 636011-001 75230.000 UN | 0.35000 26330.50| 0.75000 56422.50| 0.71000 53413.30 TRAFFIC CONTROL DEVICE | | | 0055 636014-001 500.000 HR | 0.01000 5.00| 40.45000 20225.00| 35.00000 17500.00 FLAGGER | | | 0060 636021-001 40.000 DA | 8.00000 320.00| 15.75000 630.00| 10.00000 400.00 ELECTRIC ARROW | | | 0065 636025-001 1760.000 DA | 0.25000 440.00| 1.20000 2112.00| 1.00000 1760.00 WARNING LIGHTS, TYPE B | | | 0070 642004-002 567.420 LB | 10.00000 5674.20| 3.45000 1957.60| 3.25000 1844.12 SEED MIXTURE, B | | | 0075 642005-001 11.580 TN | 150.00000 1737.00| 157.50000 1823.85| 150.00000 1737.00 MULCH, STRAW OR HAY | | | 0080 642006-001 2.320 TN | 300.00000 696.00| 315.00000 730.80| 300.00000 696.00 FERTILIZER | | | 0085 642011-001 75.000 EA | 15.00000 1125.00| 10.00000 750.00| 10.00000 750.00 HAY OR STRAW BALE | | | 0090 642012-001 450.000 LF | 0.01000 4.50| 0.01000 4.50| 1.50000 675.00 SILT FENCE | | | 0095 642031-001 35.000 EA | 35.00000 1225.00| 50.00000 1750.00| 65.00000 2275.00 DITCH CHECK | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0211643 COUNTIES : LEWIS LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0328627 |(3) 55-0481221 |WEST VIRGINIA PAVING, INC. |J. F. ALLEN COMPANY |MOUNTAINEER CONTRACTORS, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 652002-002 0.870 TN | 300.00000 261.00| 315.00000 274.05| 300.00000 261.00 FERTILIZER, UREA FORMALDEHYDE | | | 0105 663001-005 9.580 MI | 450.00000 4311.00| 472.50000 4526.55| 550.00000 5269.00 EDGE LINE, TYPE II , WHITE | | | 0110 663001-005 9.580 MI | 450.00000 4311.00| 472.50000 4526.55| 550.00000 5269.00 EDGE LINE, TYPE II , YELLOW | | | 0115 663002-004 4.790 MI | 450.00000 2155.50| 472.50000 2263.28| 550.00000 2634.50 LANE LINE OR CENTERLINE, TYPE II , WHITE| | | 0120 663010-010 30.000 EA | 155.00000 4650.00| 162.75000 4882.50| 145.00000 4350.00 LANE ARROW, TYPE V | | | 0125 307005-001 AA1 6716.000 TN | 17.50000 117530.00| 13.35000 89658.60| 14.00000 94024.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0130 307005-002 AA2 6380.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0135 401007-001 BB1 7882.000 TN | 30.05000 236854.10| 31.70000 249859.40| 30.00000 236460.00 MARSHALL SCRATCH COURSE, STONE OR GRAVEL| | | 0140 401007-002 BB2 7488.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0145 402001-001 CC1 11561.000 TN | 31.70000 366483.70| 32.85000 379778.85| 40.00000 462440.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0150 402001-002 CC2 10983.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | SECTION TOTALS | $ 844,991.06| $ 884,149.59| $ 1,021,155.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 844,991.06| $ 884,149.59| $ 1,021,155.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 0113549 COUNTIES : MERCER LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : MILL DAM - WOLF CREEK PROJECT(S) : S328-0019/00-023.10 00 OSTP 0019 237 E00 LOCATION: 25' S CR 19/10 - 59' N CR 19/6 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 199,555.00 100.0000% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0113549 COUNTIES : MERCER LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 | | |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 3R - RESURFACING, SHOULDER & DRAINAGE | | | 0005 204001-000 LUMP| 11500.00000 11500.00| | MOBILIZATION | | | 0010 204003-000 1.000 EA | 1000.00000 1000.00| | MOBILIZATION, PER 3 DAY, TEMPORARY | | | PAVEMENT MARKINGS | | | 0015 204003-000 1.000 EA | 1000.00000 1000.00| | MOBILIZATION, PER PERMANENT PAVEMENT | | | MARKING | | | 0020 207001-001 46.000 CY | 11.00000 506.00| | UNCLASSIFIED EXCAVATION | | | 0025 229001-000 2.000 MI | 8500.00000 17000.00| | SHOULDER AND DITCH | | | 0030 408002-001 776.000 GA | 1.25000 970.00| | BITUMINOUS MATERIAL | | | 0035 415005-001 145.000 SY | 25.00000 3625.00| | REMOVE EXISTING PAVEMENT SURFACE | | | 0040 605009-001 2.000 EA | 3800.00000 7600.00| | TYPE G INLET | | | 0045 605050-001 4.000 EA | 200.00000 800.00| | ADJUST CONCRETE HEADWALL | | | 0050 636006-001 9.000 DA | 800.00000 7200.00| | PILOT TRUCK AND DRIVER | | | 0055 636011-001 2840.000 UN | 0.50000 1420.00| | TRAFFIC CONTROL DEVICE | | | 0060 636014-001 180.000 HR | 54.00000 9720.00| | FLAGGER | | | 0065 642004-002 118.000 LB | 12.00000 1416.00| | SEED MIXTURE, B | | | 0070 642005-002 0.900 TN | 900.00000 810.00| | MULCH, WOOD CELLULOSE FIBER | | | 0075 642006-001 0.500 TN | 500.00000 250.00| | FERTILIZER | | | 0080 642031-001 30.000 EA | 5.00000 150.00| | DITCH CHECK | | | 0085 663001-005 8.100 MI | 800.00000 6480.00| | EDGE LINE, TYPE II WHITE | | | 0090 663003-004 8.100 MI | 800.00000 6480.00| | BARRIER LINE, TYPE II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0113549 COUNTIES : MERCER LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 | | |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 307005-001 AA1 208.000 TN | 40.00000 8320.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0100 307005-002 AA2 189.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0105 401001-001 BB1 96.000 TN | 85.00000 8160.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0110 401001-002 BB2 87.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0115 401002-001 CC1 1443.000 TN | 48.50000 69985.50| | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE I | | | 0120 401002-002 CC2 1313.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE 1 | | | 0125 401003-001 DD1 9.000 TN | 48.50000 436.50| | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL 1 | | | 0130 401003-002 DD2 8.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG 1 | | | 0135 401007-001 EE1 716.000 TN | 48.50000 34726.00| | MARSHALL SCRATCH COURSE, STONE OR | | | GRAVEL 1 | | | 0140 401007-002 EE2 652.000 TN | | | MARSHALL SCRATCH COURSE, SLAG 1 | | | SECTION TOTALS | $ 199,555.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 199,555.00| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 0211655 COUNTIES : SUMMERS LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 09 CONTRACT DESCRIPTION : BEECH RUN ROAD PROJECT(S) : S345-0003/00-005.41 00 0STP 0003 114 E00 LOCATION: BEGIN:2.96 MILES WEST WV 20 END:179' WEST WV 20 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 551,301.00 100.0000% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0211655 COUNTIES : SUMMERS LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 09 SET-ASIDE : PRE_BID CONFERENCE AD ==================================================================================================================================== |(1) 55-0570769 | | |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RRR | | | 0001 204001-000 LUMP| 17960.00000 17960.00| | MOBILIZATION | | | 0005 204003-000 1.000 EA | 2500.00000 2500.00| | MOBILIZATION, PER JOB ORDER(14-DAY TEMP | | | PVMT MARKING) | | | 0010 204003-000 1.000 EA | 2500.00000 2500.00| | MOBILIZATION, PER JOB ORDER (PERMANENT | | | PAVEMENT MARKING) | | | 0015 207001-001 120.000 CY | 2.00000 240.00| | UNCLASSIFIED EXCAVATION | | | 0020 408002-001 1200.000 GA | 1.25000 1500.00| | BITUMINOUS MATERIAL | | | 0025 607001-001 11350.000 LF | 12.25000 139037.50| | TYPE 1 GUARDRAIL, CLASS I | | | 0030 607001-001 962.500 LF | 12.50000 12031.25| | TYPE 1 GUARDRAIL, CLASS V | | | 0035 607010-001 12262.500 LF | 0.70000 8583.75| | TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0040 607012-002 1262.500 LF | 12.00000 15150.00| | TYPE 1 GUARDRAIL WITH BLOCKS AND 8 FT | | | POST | | | 0045 607025-001 4.000 EA | 450.00000 1800.00| | CUT SLOPE TERMINAL, TYPE A | | | 0050 607025-001 2.000 EA | 555.00000 1110.00| | CUT SLOPE TERMINAL, TYPE B | | | 0055 607048-001 29.000 EA | 105.00000 3045.00| | STRUCTURE MOUNTED POST, ANCHORED | | | 0060 607066-001 7.000 EA | 2040.00000 14280.00| | TANGENT END TERMINAL | | | 0065 636006-001 10.000 DA | 800.00000 8000.00| | PILOT TRUCK AND DRIVER | | | 0070 636008-001 30862.000 LF | 0.25000 7715.50| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE (WHITE) | | | 0075 636008-001 30121.000 LF | 0.25000 7530.25| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE (YELLOW) | | | 0080 636011-001 5470.000 UN | 0.50000 2735.00| | TRAFFIC CONTROL DEVICE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0211655 COUNTIES : SUMMERS LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 09 SET-ASIDE : PRE_BID CONFERENCE AD ==================================================================================================================================== |(1) 55-0570769 | | |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0085 636014-001 672.000 HR | 54.75000 36792.00| | FLAGGER | | | 0090 663001-004 30862.000 LF | 0.25000 7715.50| | EDGE LINE, TYPE II (WHITE) | | | 0095 663002-005 30121.000 LF | 0.25000 7530.25| | LANE LINE OR CENTERLINE, TYPE II | | | (YELLOW) | | | 0100 307005-001 AA1 2045.000 TN | 18.00000 36810.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0105 307005-002 AA2 1860.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0110 401001-001 BB1 120.000 TN | 125.00000 15000.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0115 401001-002 BB2 110.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0120 401003-001 CC1 200.000 TN | 49.50000 9900.00| | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0125 401003-002 CC2 182.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0130 401007-001 DD1 1330.000 TN | 49.50000 65835.00| | MARSHALL SCRATCH COURSE, STONE OR GRAVEL| | | 0135 401007-002 DD2 1210.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0140 402001-001 EE1 2240.000 TN | 56.25000 126000.00| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0145 402001-002 EE2 2039.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | SECTION TOTALS | $ 551,301.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 551,301.00| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 0211661 COUNTIES : FAYETTE LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 09 CONTRACT DESCRIPTION : PITTMAN ROAD PROJECT(S) : S310-0041/00-012.93 00 0STP 0041 061 E LOCATION: BEGIN BRIDGE#10-41-12.90 END BRIDGE#10-41-16.01 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 262,195.79 100.0000% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0211661 COUNTIES : FAYETTE LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 | | |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0001 204001-000 LUMP| 7550.00000 7550.00| | MOBILIZATION | | | 0005 204003-000 1.000 EA | 1500.00000 1500.00| | MOBILIZATION, PER JOB ORDER (14-DAY | | | TEMP PVMT MARKING) | | | 0010 204003-000 1.000 EA | 1500.00000 1500.00| | MOBILIZATION, PER JOB ORDER(PERMANENT | | | PAVEMENT MARKING) | | | 0015 408002-001 1243.000 GA | 0.50000 621.50| | BITUMINOUS MATERIAL | | | 0020 636006-001 7.000 DA | 0.01000 0.07| | PILOT TRUCK AND DRIVER | | | 0025 636008-001 32952.000 LF | 0.25000 8238.00| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE WHITE | | | 0030 636008-001 30511.000 LF | 0.25000 7627.75| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE YELLOW | | | 0035 636011-001 7180.000 UN | 0.01000 71.80| | TRAFFIC CONTROL DEVICE | | | 0040 636014-001 192.000 HR | 0.01000 1.92| | FLAGGER | | | 0045 663001-004 32952.000 LF | 0.25000 8238.00| | EDGE LINE, TYPE II WHITE | | | 0050 663002-005 30511.000 LF | 0.25000 7627.75| | LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0055 307005-001 AA1 740.000 TN | 21.10000 15614.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0060 307005-002 AA2 674.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0065 401002-001 BB1 2280.000 TN | 51.50000 117420.00| | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE I | | | 0070 401002-002 BB2 2075.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE I | | | 0075 401003-001 CC1 280.000 TN | 59.50000 16660.00| | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 006 -3 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0211661 COUNTIES : FAYETTE LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 | | |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 401003-002 CC2 255.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0085 401007-001 DD1 1350.000 TN | 51.50000 69525.00| | MARSHALL SCRATCH COURSE, STONE OR GRAVEL| | | 0090 401007-002 DD2 1229.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | SECTION TOTALS | $ 262,195.79| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 262,195.79| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 0211659 COUNTIES : GREENBRIER LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 09 CONTRACT DESCRIPTION : RENICK VALLEY - POCAHONTAS COUNTY LINE PROJECT(S) : S313-0219/00-032.22 00 00NH 0219 161 E00 LOCATION: BEG:2.03 MI SOUTH POCA. CO. LINE END:POCA. CO. LINE 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 201,171.20 100.0000% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0211659 COUNTIES : GREENBRIER LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 | | |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RRR | | | 0001 204001-000 LUMP| 8065.00000 8065.00| | MOBILIZATION | | | 0005 204003-000 1.000 EA | 1500.00000 1500.00| | MOBILIZATION, PER JOB ORDER (14-DAY | | | TEMP. PVMT. MARKING) | | | 0010 204003-000 1.000 EA | 1500.00000 1500.00| | MOBILIZATION, PER JOB ORDER (PERMANENT | | | PVMT. MARKING) | | | 0015 408002-001 821.000 GA | 1.00000 821.00| | BITUMINOUS MATERIAL | | | 0020 636006-001 5.000 DA | 550.00000 2750.00| | PILOT TRUCK AND DRIVER | | | 0025 636008-001 21400.000 LF | 0.25000 5350.00| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE (WHITE) | | | 0030 636008-001 21031.000 LF | 0.25000 5257.75| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE (YELLOW) | | | 0035 636011-001 4030.000 UN | 0.95000 3828.50| | TRAFFIC CONTROL DEVICE | | | 0040 636014-001 120.000 HR | 0.01000 1.20| | FLAGGER | | | 0045 663001-004 21400.000 LF | 0.25000 5350.00| | EDGE LINE, TYPE II (WHITE) | | | 0050 663002-005 21031.000 LF | 0.25000 5257.75| | LANE LINE OR CENTERLINE, TYPE II | | | (YELLOW) | | | 0055 307005-001 AA1 930.000 TN | 23.00000 21390.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0060 307005-002 AA2 847.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0065 401002-001 BB1 1505.000 TN | 55.00000 82775.00| | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE I | | | 0070 401002-002 BB2 1370.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE I | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 007 -3 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0211659 COUNTIES : GREENBRIER LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 | | |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 401003-001 CC1 125.000 TN | 67.00000 8375.00| | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0080 401003-002 CC2 114.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0085 401007-001 DD1 890.000 TN | 55.00000 48950.00| | MARSHALL SCRATCH COURSE, STONE OR GRAVEL| | | 0090 401007-002 DD2 810.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | SECTION TOTALS | $ 201,171.20| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 201,171.20| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 008 -1 VENDOR RANKING CALL ORDER : 008 CONTRACT ID : 0211941 COUNTIES : MCDOWELL LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : SQUIRE - CUCUMBER ROAD PROJECT(S) : S324-0016/00-003.86 00 0STP 0016 156 E00 LOCATION: JCT. CR 11 -JCT. CR 16/17 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 353,635.00 100.0000% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 008 -2 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0211941 COUNTIES : MCDOWELL LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 | | |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACE (1"), ADD TURNING LANE | | | 0005 204001-000 LUMP| 11945.00000 11945.00| | MOBILIZATION | | | 0010 204003-000 1.000 EA | 500.00000 500.00| | MOBILIZATION, PER 3 DAY TEMPORARY | | | PAVEMENT MARKING | | | 0015 204003-000 1.000 EA | 500.00000 500.00| | MOBILIZATION, PER PERMANENT PAVEMENT | | | MARKING | | | 0020 207001-001 35.000 CY | 1.00000 35.00| | UNCLASSIFIED EXCAVATION | | | 0025 211001-000 100.000 CY | 5.00000 500.00| | UNCLASSIFIED BORROW EXCAVATION | | | 0030 229001-000 3.000 MI | 6500.00000 19500.00| | SHOULDER AND DITCH | | | 0035 408002-001 1500.000 GA | 0.75000 1125.00| | BITUMINOUS MATERIAL | | | 0045 601002-001 5.000 CY | 125.00000 625.00| | CLASS B CONCRETE | | | 0050 604001-016 55.000 LF | 100.00000 5500.00| | 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, | | | 0055 605009-001 3.000 EA | 3000.00000 9000.00| | TYPE G INLET | | | 0060 607001-001 125.000 LF | 12.00000 1500.00| | TYPE 1 GUARDRAIL, CLASS 1 | | | 0065 607009-001 450.000 LF | 5.00000 2250.00| | TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0070 607030-001 4.000 EA | 500.00000 2000.00| | SPECIAL TRAILING END TERMINAL | | | 0075 636006-001 12.000 DA | 700.00000 8400.00| | PILOT TRUCK AND DRIVER | | | 0080 636011-001 4660.000 UN | 0.40000 1864.00| | TRAFFIC CONTROL DEVICE | | | 0085 636014-001 336.000 HR | 54.75000 18396.00| | FLAGGER | | | 0090 642004-002 200.000 LB | 12.00000 2400.00| | SEED MIXTURE, B | | | 0095 642005-002 2.000 TN | 650.00000 1300.00| | MULCH, WOOD CELLULOSE FIBER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 008 -3 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0211941 COUNTIES : MCDOWELL LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 | | |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 642006-001 1.000 TN | 480.00000 480.00| | FERTILIZER | | | 0105 642031-001 30.000 EA | 5.00000 150.00| | DITCH CHECK | | | 0110 663001-005 12.500 MI | 475.00000 5937.50| | EDGE LINE, TYPE II WHITE | | | 0115 663003-005 60000.000 LF | 0.10000 6000.00| | BARRIER LINE, TYPE II YELLOW | | | 0120 663004-004 250.000 LF | 0.15000 37.50| | CHANNELIZING LINE, TYPE II WHITE 8" | | | 0125 663005-010 100.000 LF | 11.00000 1100.00| | STOP LINE, TYPE V WHITE 24" | | | 0130 663007-004 200.000 LF | 0.30000 60.00| | STRIPE, TYPE II YELLOW 12" | | | 0135 663010-010 4.000 EA | 160.00000 640.00| | LANE ARROW, TYPE V WHITE | | | 0140 663011-010 4.000 EA | 60.00000 240.00| | LANE LETTER, TYPE V WHITE | | | 0145 307005-001 AA1 1500.000 TN | 20.00000 30000.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0150 307005-002 AA2 1365.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0155 401001-001 BB1 100.000 TN | 75.00000 7500.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0160 401001-002 BB2 91.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0165 401007-001 CC1 1300.000 TN | 50.50000 65650.00| | MARSHALL SCRATCH COURSE, STONE OR GRAVEL| | | 0170 401007-002 CC2 1183.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0175 402001-001 DD1 2700.000 TN | 55.00000 148500.00| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0180 402001-002 DD2 2457.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | SECTION TOTALS | $ 353,635.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 353,635.00| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 009 -1 VENDOR RANKING CALL ORDER : 009 CONTRACT ID : 0210841 COUNTIES : MERCER LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : DUNNS ROAD - FLAT TOP ROAD PROJECT(S) : S328-0019/00-033.62 00 0STP 0019 245 E00 LOCATION: 0.45 MI N JCT CR 19/2 - 0.08 MI N JCT CR 19/1 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 323,941.95 100.0000% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 009 -2 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0210841 COUNTIES : MERCER LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 | | |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING, GUARDRAIL, SHOULDER & DRAINAGE | | | 0005 204001-000 LUMP| 13875.00000 13875.00| | MOBILIZATION | | | 0010 204003-000 1.000 EA | 1000.00000 1000.00| | MOBILIZATION, PER 3 DAY, TEMPORARY | | | PAVEMENT MARKING | | | 0015 204003-000 1.000 EA | 1000.00000 1000.00| | MOBILIZATION, PER PERMANENT PAVEMENT | | | MARKING | | | 0020 229001-000 3.030 MI | 8500.00000 25755.00| | SHOULDER AND DITCH | | | 0025 408002-001 1211.000 GA | 1.25000 1513.75| | BITUMINOUS MATERIAL | | | 0030 601046-001 2.000 EA | 3600.00000 7200.00| | MODIFIED CONCRETE END POST | | | 0035 606020-001 25.000 LF | 125.00000 3125.00| | AGGREGATE FILLED FABRIC UNDERDRAIN, | | | 0040 606025-002 18.000 LF | 50.00000 900.00| | 4 INCH UNDERDRAIN PIPE | | | 0045 607001-001 75.000 LF | 10.00000 750.00| | TYPE 1 GUARDRAIL, CLASS II | | | 0050 607001-001 100.000 LF | 15.00000 1500.00| | TYPE 1 GUARDRAIL, CLASS V | | | 0055 607006-001 2.000 EA | 900.00000 1800.00| | THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0060 607009-001 887.500 LF | 4.00000 3550.00| | TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0065 607010-020 200.000 LF | 1.25000 250.00| | GUARDRAIL REMOVAL | | | 0070 607023-001 2.000 EA | 600.00000 1200.00| | MODIFIED CUT SLOPE TERMINAL, TYPE A | | | 0075 607035-001 38.000 EA | 60.00000 2280.00| | GUARDRAIL ELEMENT | | | 0080 607066-001 2.000 EA | 1600.00000 3200.00| | TANGENT END TERMINAL | | | 0085 636006-001 16.000 DA | 600.00000 9600.00| | PILOT TRUCK AND DRIVER | | | 0090 636011-001 5450.000 UN | 0.50000 2725.00| | TRAFFIC CONTROL DEVICE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 009 -3 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0210841 COUNTIES : MERCER LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 | | |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 636014-001 320.000 HR | 54.75000 17520.00| | FLAGGER | | | 0100 642004-002 141.100 LB | 12.00000 1693.20| | SEED MIXTURE, B | | | 0105 642005-002 1.100 TN | 700.00000 770.00| | MULCH, WOOD CELLULOSE FIBER | | | 0110 642006-001 0.700 TN | 500.00000 350.00| | FERTILIZER | | | 0115 642031-001 10.000 EA | 5.00000 50.00| | DITCH CHECK | | | 0120 663001-005 12.040 MI | 800.00000 9632.00| | EDGE LINE, TYPE II WHITE | | | 0125 663002-004 0.590 MI | 800.00000 472.00| | LANE LINE OR CENTERLINE, TYPE II II | | | 0130 663003-005 8.480 LF | 800.00000 6784.00| | BARRIER LINE, TYPE II | | | 0135 307005-001 AA1 1490.000 TN | 22.00000 32780.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0140 307005-002 AA2 1356.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0145 401001-001 BB1 4.000 TN | 500.00000 2000.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0150 401001-002 BB2 3.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0160 401002-001 CC1 2328.000 TN | 49.00000 114072.00| | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE 1 | | | 0165 401002-002 CC2 2118.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE 1 | | | 0170 401007-001 DD1 1155.000 TN | 49.00000 56595.00| | MARSHALL SCRATCH COURSE, STONE OR | | | GRAVEL 1 | | | 0175 401007-002 DD2 1051.000 TN | | | MARSHALL SCRATCH COURSE, SLAG 1 | | | SECTION TOTALS | $ 323,941.95| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 323,941.95| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 010 -1 VENDOR RANKING CALL ORDER : 010 CONTRACT ID : 0211963 COUNTIES : MERCER LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : KELLYSVILLE - VIRGINIA STATE LINE PROJECT(S) : S328-0460/00-023.51 00 00NH 0460 026 E00 LOCATION: 1.18 MI. W. JCT. CR 28/5 - VIRGINIA STATE LINE 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 1,060,918.85 100.0000% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 010 -2 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0211963 COUNTIES : MERCER LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 | | |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 3R-RESURFACING, GUARDRAIL, SHOULDER & DRAINAGE | | | 0005 204001-000 LUMP| 65780.00000 65780.00| | MOBILIZATION | | | 0010 204003-000 1.000 EA | 1000.00000 1000.00| | MOBILIZATION, PER 3 DAY, TEMPORARY | | | PAVEMENT MARKING | | | 0015 204003-000 1.000 EA | 1000.00000 1000.00| | MOBILIZATION, PER PERMANENT PAVEMENT | | | MARKING | | | 0020 229001-000 3.500 MI | 9500.00000 33250.00| | SHOULDER AND DITCH | | | 0025 408002-001 4728.000 GA | 1.25000 5910.00| | BITUMINOUS MATERIAL | | | 0030 415005-001 91094.000 SY | 1.50000 136641.00| | REMOVE EXISTING PAVEMENT SURFACE | | | 0035 601002-001 2.000 CY | 700.00000 1400.00| | CLASS B CONCRETE | | | 0040 605012-001 1.000 EA | 3925.00000 3925.00| | ADJUST INLET TYPE B | | | 0045 607001-001 62.500 LF | 14.00000 875.00| | TYPE 1 GUARDRAIL, CLASS 1 | | | 0050 607009-001 12025.000 LF | 5.00000 60125.00| | TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0055 607010-020 312.500 LF | 1.50000 468.75| | GUARDRAIL REMOVAL | | | 0060 607030-001 4.000 EA | 500.00000 2000.00| | SPECIAL TRAILING END TERMINAL | | | 0065 607035-001 16.000 EA | 60.00000 960.00| | GUARDRAIL ELEMENT | | | 0070 607066-001 6.000 EA | 2050.00000 12300.00| | TANGENT END TERMINAL | | | 0075 636008-001 36625.000 LF | 0.30000 10987.50| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0080 636011-001 7960.000 UN | 4.00000 31840.00| | TRAFFIC CONTROL DEVICE | | | 0085 636014-001 200.000 HR | 54.00000 10800.00| | FLAGGER | | | 0090 636021-001 40.000 DA | 50.00000 2000.00| | ELECTRIC ARROW | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 010 -3 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0211963 COUNTIES : MERCER LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 | | |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 642004-002 301.000 LB | 12.00000 3612.00| | SEED MIXTURE, B | | | 0100 642005-002 2.300 TN | 650.00000 1495.00| | MULCH, WOOD CELLULOSE FIBER | | | 0105 642006-001 1.230 TN | 480.00000 590.40| | FERTILIZER | | | 0110 642031-001 57.000 EA | 10.00000 570.00| | DITCH CHECK | | | 0115 663001-005 13.870 MI | 900.00000 12483.00| | EDGE LINE, TYPE II YELLOW | | | 0120 663001-005 13.770 MI | 900.00000 12393.00| | EDGE LINE, TYPE II WHITE | | | 0125 663002-004 3.500 MI | 900.00000 3150.00| | LANE LINE OR CENTERLINE, TYPE II | | | 0130 663003-005 492.000 LF | 0.30000 147.60| | BARRIER LINE, TYPE II | | | 0135 663004-004 18463.000 LF | 0.20000 3692.60| | CHANNELIZING LINE, TYPE II | | | 0140 663005-010 147.000 LF | 15.00000 2205.00| | STOP LINE, TYPE V | | | 0145 663010-010 5.000 EA | 250.00000 1250.00| | LANE ARROW, TYPE V | | | 0150 663012-208 490.000 EA | 34.00000 16660.00| | RAISED PAVEMENT MARKER, TYPE P-2 | | | 0155 401002-001 AA1 2457.000 TN | 48.00000 117936.00| | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE 1 | | | 0160 401002-002 AA2 2236.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE 1 | | | 0165 401003-001 BB1 500.000 TN | 48.00000 24000.00| | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL 1 | | | 0170 401003-002 BB2 455.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG 1 | | | 0175 401007-001 CC1 2852.000 TN | 48.00000 136896.00| | MARSHALL SCRATCH COURSE, STONE OR | | | GRAVEL 1 | | | 0180 401007-002 CC2 2596.000 TN | | | MARSHALL SCRATCH COURSE, SLAG 1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 010 -4 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0211963 COUNTIES : MERCER LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 | | |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 402001-001 DD1 7137.000 TN | 48.00000 342576.00| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0190 402001-002 DD2 6495.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | SECTION TOTALS | $ 1,060,918.85| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,060,918.85| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 011 -1 VENDOR RANKING CALL ORDER : 011 CONTRACT ID : 0211656 COUNTIES : NICHOLAS LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 09 CONTRACT DESCRIPTION : BELVA - BEECH GLEN ROAD PROJECT(S) : S334-0039/00-000.02 00 0STP 0039 068 E00 LOCATION: BEGIN:FAYETTE COUNTY LINE END:150 WEST CR 39/1 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 181,746.00 100.0000% 2 55-0770517 SKILTON CONTRACTING OF WEST VIRGINIA, LLC $ 197,991.74 108.9387% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 011 -2 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0211656 COUNTIES : NICHOLAS LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0770517 | |WEST VIRGINIA PAVING, INC. |SKILTON CONTRACTING OF WV, L| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RRR | | | 0001 204001-000 LUMP| 3125.00000 3125.00| 6000.00000 6000.00| MOBILIZATION | | | 0005 204003-000 1.000 EA | 300.00000 300.00| 500.00000 500.00| MOBILIZATION, PER JOB ORDER (3-DAY TEMP.| | | PVMT. MARKING) | | | 0010 204003-000 1.000 EA | 300.00000 300.00| 300.00000 300.00| MOBILIZATION, PER JOB ORDER (PERMANENT | | | PVMT. MARKING) | | | 0015 408002-001 975.000 GA | 0.50000 487.50| 0.01000 9.75| BITUMINOUS MATERIAL | | | 0020 415005-001 2157.000 SY | 5.20000 11216.40| 2.00000 4314.00| REMOVE EXISTING PAVEMENT SURFACE | | | 0025 636006-001 8.000 DA | 0.01000 0.08| 496.00000 3968.00| PILOT TRUCK AND DRIVER | | | 0030 636008-001 24000.000 LF | 0.10000 2400.00| 0.12000 2880.00| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE (WHITE) | | | 0035 636008-001 14213.000 LF | 0.10000 1421.30| 0.12000 1705.56| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE (YELLOW) | | | 0040 636011-001 4750.000 UN | 0.92000 4370.00| 0.20000 950.00| TRAFFIC CONTROL DEVICE | | | 0045 636014-001 192.000 HR | 0.01000 1.92| 43.00000 8256.00| FLAGGER | | | 0050 663001-004 24000.000 LF | 0.10000 2400.00| 0.11000 2640.00| EDGE LINE, TYPE II (WHITE) | | | 0055 663002-005 14213.000 LF | 0.10000 1421.30| 0.11000 1563.43| LANE LINE OR CENTERLINE, TYPE II | | | (YELLOW) | | | 0060 663007-010 43.000 LF | 8.00000 344.00| 10.00000 430.00| STRIPE, TYPE V (16" WHITE) | | | 0065 663007-010 27.000 LF | 10.50000 283.50| 11.00000 297.00| STRIPE, TYPE V (2' WHITE) | | | 0070 663011-010 2.000 EA | 150.00000 300.00| 75.00000 150.00| LANE LETTER, TYPE V | | | 0075 307005-001 AA1 1040.000 TN | 20.00000 20800.00| 20.00000 20800.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 011 -3 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0211656 COUNTIES : NICHOLAS LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0770517 | |WEST VIRGINIA PAVING, INC. |SKILTON CONTRACTING OF WV, L| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 307005-002 AA2 947.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0085 401003-001 BB1 115.000 TN | 50.00000 5750.00| 48.00000 5520.00| MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0090 401003-002 BB2 105.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0095 401007-001 CC1 1060.000 TN | 44.50000 47170.00| 50.00000 53000.00| MARSHALL SCRATCH COURSE, STONE OR GRAVEL| | | 0100 401007-002 CC2 965.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0105 402001-001 DD1 1790.000 TN | 44.50000 79655.00| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0110 402001-002 DD2 1629.000 TN | | 52.00000 84708.00| MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | SECTION TOTALS | $ 181,746.00| $ 197,991.74| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 181,746.00| $ 197,991.74| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 012 -1 VENDOR RANKING CALL ORDER : 012 CONTRACT ID : 9927701R1 COUNTIES : MARION LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : RACE TRACK ROAD PROJECT(S) : U325-0058/00-001.00 00 LOCATION: MARION CR 58, MP 0.13 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0491480 LANG BROTHERS, INC. $ 845,887.44 100.0000% 2 55-0328627 J. F. ALLEN COMPANY $ 936,590.08 110.7227% 3 55-0609442 MEC CONSTRUCTION, INC. $ 948,723.63 112.1571% 4 55-0575884 GROUND BREAKERS, INC. $ 999,609.17 118.1728% 5 55-0739010 GREEN RIVER GROUP LLC $ 1,011,128.36 119.5346% 6 55-0674033 SMH CONSTRUCTION CO., INC. $ 1,034,042.71 122.2435% 7 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 1,037,720.00 122.6782% 8 55-0417282 TURMAN CONSTRUCTION CO. $ 1,062,937.21 125.6594% 9 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 1,072,157.73 126.7494% 10 31-1316393 AHERN & ASSOCIATES $ 1,080,400.00 127.7238% 55-0640963 LAURITA EXCAVATING, INC. IRREGULAR 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 012 -2 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 9927701R1 COUNTIES : MARION LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0491480 |(2) 55-0328627 |(3) 55-0609442 |LANG BROTHERS, INC. |J. F. ALLEN COMPANY |MEC CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 20000.00000 20000.00| 24929.50000 24929.50| 26000.00000 26000.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 2200.00000 2200.00| 1.00000 1.00| 2200.00000 2200.00 BUILDING DEMOLITION NUMBER, 1 | | | 0015 204001-000 LUMP| 27000.00000 27000.00| 28097.70000 28097.70| 27000.00000 27000.00 MOBILIZATION | | | 0020 207001-001 28080.000 CY | 5.50000 154440.00| 7.50000 210600.00| 7.50000 210600.00 UNCLASSIFIED EXCAVATION | | | 0025 207002-000 2538.000 CY | 26.00000 65988.00| 34.65000 87941.70| 35.00000 88830.00 SUBGRADE | | | 0030 207034-000 17835.000 SY | 1.00000 17835.00| 1.00000 17835.00| 1.00000 17835.00 FABRIC FOR SEPARATION | | | 0035 211002-000 93.000 CY | 26.00000 2418.00| 48.95000 4552.35| 45.00000 4185.00 ROCK BORROW EXCAVATION | | | 0040 307001-000 2350.000 CY | 35.00000 82250.00| 34.65000 81427.50| 40.00000 94000.00 AGGREGATE BASE COURSE, CLASS I | | | 0045 307005-001 2600.000 TN | 16.00000 41600.00| 17.95000 46670.00| 20.00000 52000.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0050 408002-001 101.000 GA | 1.00000 101.00| 5.00000 505.00| 1.10000 111.10 BITUMINOUS MATERIAL | | | 0055 415005-001 1965.000 SY | 2.11000 4146.15| 4.00000 7860.00| 3.35000 6582.75 REMOVE EXISTING PAVEMENT SURFACE | | | 0060 601002-001 3.970 CY | 1250.00000 4962.50| 1500.00000 5955.00| 1200.00000 4764.00 CLASS B CONCRETE | | | 0065 604001-016 369.600 LF | 70.00000 25872.00| 68.55000 25336.08| 33.00000 12196.80 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0070 604001-020 58.300 LF | 65.00000 3789.50| 98.80000 5760.04| 41.00000 2390.30 24 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0072 604001-024 112.300 LF | 141.00000 15834.30| 108.95000 12235.09| 62.00000 6962.60 36 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0075 605001-001 2.000 EA | 2000.00000 4000.00| 2625.00000 5250.00| 2400.00000 4800.00 TYPE A MANHOLE | | | 0080 605009-001 12.000 EA | 1350.00000 16200.00| 2000.00000 24000.00| 1600.00000 19200.00 TYPE G INLET | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 012 -3 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 9927701R1 COUNTIES : MARION LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0491480 |(2) 55-0328627 |(3) 55-0609442 |LANG BROTHERS, INC. |J. F. ALLEN COMPANY |MEC CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0085 606020-001 242.000 LF | 12.25000 2964.50| 16.15000 3908.30| 9.00000 2178.00 AGGREGATE FILLED FABRIC UNDERDRAIN, | | | 0090 607001-001 846.000 LF | 7.70000 6514.20| 8.10000 6852.60| 11.00000 9306.00 TYPE 1 GUARDRAIL, CLASS II | | | 0095 607009-001 1486.820 LF | 3.60000 5352.55| 3.80000 5649.92| 5.30000 7880.15 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0100 607010-020 571.000 LF | 1.00000 571.00| 1.05000 599.55| 1.65000 942.15 GUARDRAIL REMOVAL | | | 0105 608001-004 273.340 LF | 22.00000 6013.48| 23.10000 6314.15| 28.00000 7653.52 5 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0110 610001-001 242.230 LF | 35.00000 8478.05| 38.55000 9337.97| 32.00000 7751.36 PLAIN CONCRETE CURBING, TYPE I | | | 0115 633003-001 33.000 CY | 54.00000 1782.00| 48.95000 1615.35| 26.00000 858.00 DUMPED ROCK GUTTER | | | 0120 636009-001 100.000 LF | 1.00000 100.00| 1.10000 110.00| 1.10000 110.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0125 636011-001 10480.000 UN | 0.50000 5240.00| 0.55000 5764.00| 0.90000 9432.00 TRAFFIC CONTROL DEVICE | | | 0130 636012-010 3.000 EA | 50.00000 150.00| 55.00000 165.00| 55.00000 165.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0135 636013-001 70.000 EA | 1.00000 70.00| 1.10000 77.00| 1.65000 115.50 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0140 636014-001 600.000 HR | 42.00000 25200.00| 40.00000 24000.00| 47.00000 28200.00 FLAGGER | | | 0145 636023-001 1.000 LS | 18500.00000 18500.00| 8500.00000 8500.00| 21000.00000 21000.00 TEMPORARY TRAFFIC SIGNAL | | | 0150 636025-001 700.000 DA | 0.50000 350.00| 0.55000 385.00| 0.50000 350.00 WARNING LIGHTS, TYPE A | | | 0155 636025-001 2000.000 DA | 1.50000 3000.00| 1.65000 3300.00| 1.30000 2600.00 WARNING LIGHTS, TYPE B | | | 0160 638002-001 52.000 EA | 53.00000 2756.00| 100.00000 5200.00| 58.00000 3016.00 RIGHT OF WAY MARKER | | | 0165 639001-001 LUMP| 28000.00000 28000.00| 28145.00000 28145.00| 11000.00000 11000.00 CONSTRUCTION LAYOUT STAKE | | | 0170 640005-001 2.000 MO | 925.00000 1850.00| 1000.00000 2000.00| 800.00000 1600.00 MINIMAL FIELD OFFICE | | | 0175 642004-001 109.000 LB | 1.00000 109.00| 1.05000 114.45| 1.10000 119.90 SEED MIXTURE, TEMPORARY | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 012 -4 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 9927701R1 COUNTIES : MARION LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0491480 |(2) 55-0328627 |(3) 55-0609442 |LANG BROTHERS, INC. |J. F. ALLEN COMPANY |MEC CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 642004-002 212.000 LB | 2.00000 424.00| 2.10000 445.20| 3.40000 720.80 SEED MIXTURE, B | | | 0185 642004-003 151.000 LB | 6.35000 958.85| 6.55000 989.05| 3.40000 513.40 SEED MIXTURE, D | | | 0190 642005-001 5.000 TN | 325.00000 1625.00| 334.75000 1673.75| 450.00000 2250.00 MULCH, STRAW OR HAY | | | 0195 642005-002 1.650 TN | 700.00000 1155.00| 721.00000 1189.65| 800.00000 1320.00 MULCH, WOOD CELLULOSE FIBER | | | 0200 642006-001 0.880 TN | 2000.00000 1760.00| 2060.00000 1812.80| 4400.00000 3872.00 FERTILIZER | | | 0205 642009-001 3000.000 LF | 1.50000 4500.00| 0.01000 30.00| 1.64000 4920.00 CONTOUR DITCH | | | 0210 642010-001 3.250 TN | 10.00000 32.50| 10.30000 33.48| 120.00000 390.00 AGRICULTURAL LIMESTONE | | | 0215 642031-001 43.000 EA | 40.00000 1720.00| 50.00000 2150.00| 23.00000 989.00 DITCH CHECK | | | 0220 652001-001 3.250 TN | 10.00000 32.50| 10.30000 33.48| 120.00000 390.00 AGRICULTURAL LIMESTONE | | | 0225 652002-001 0.880 TN | 2000.00000 1760.00| 2060.00000 1812.80| 4400.00000 3872.00 FERTILIZER, 10-20-10 | | | 0230 652002-002 0.310 TN | 2500.00000 775.00| 2575.00000 798.25| 4500.00000 1395.00 FERTILIZER, UREA FORMALDEHYDE | | | 0235 652003-001 240.000 LB | 2.00000 480.00| 2.10000 504.00| 4.20000 1008.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0240 652003-002 180.000 LB | 6.35000 1143.00| 6.55000 1179.00| 4.20000 756.00 SEED MIXTURE, D | | | 0245 652004-001 4.500 TN | 325.00000 1462.50| 334.75000 1506.38| 395.00000 1777.50 STRAW OR HAY MULCH | | | 0250 652004-002 1.630 TN | 700.00000 1141.00| 721.00000 1175.23| 800.00000 1304.00 WOOD CELLULOSE FIBER MULCH | | | 0255 655002-001 1276.000 SY | 5.00000 6380.00| 5.15000 6571.40| 7.30000 9314.80 PERMANENT EROSION MATTING, TYPE A | | | 0260 675007-022 317.000 LF | 37.00000 11729.00| 47.25000 14978.25| 16.00000 5072.00 8 INCH PLASTIC SEWER PIPE | | | 0265 401001-001 AA1 3845.000 TN | 35.00000 134575.00| 37.35000 143610.75| 40.00000 153800.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0270 401001-002 AA2 3500.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 012 -5 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 9927701R1 COUNTIES : MARION LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0491480 |(2) 55-0328627 |(3) 55-0609442 |LANG BROTHERS, INC. |J. F. ALLEN COMPANY |MEC CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0275 402001-001 BB1 686.000 TN | 43.00000 29498.00| 43.35000 29738.10| 48.00000 32928.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0280 402001-002 BB2 625.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | SECTION TOTALS | $ 806,788.58| $ 911,225.82| $ 920,527.63 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 WATERLINES | | | 0285 670007-026 238.060 LF | 57.00000 13569.42| 25.20000 5999.11| 26.00000 6189.56 12 INCH PLASTIC PIPE, CLASS | | | 0290 670007-028 281.720 LF | 52.00000 14649.44| 26.25000 7395.15| 27.00000 7606.44 14 INCH PLASTIC PIPE, CLASS | | | 0295 670009-260 2.000 EA | 1840.00000 3680.00| 2100.00000 4200.00| 2400.00000 4800.00 12 INCH GATE VALVE AND VALVE BOX | | | 0300 670009-280 2.000 EA | 3600.00000 7200.00| 3885.00000 7770.00| 4800.00000 9600.00 14 INCH GATE VALVE AND VALVE BOX | | | SECTION TOTALS | $ 39,098.86| $ 25,364.26| $ 28,196.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 845,887.44| $ 936,590.08| $ 948,723.63 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 012 -6 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 9927701R1 COUNTIES : MARION LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0575884 |(5) 55-0739010 |(6) 55-0674033 |GROUND BREAKERS, INC. |GREEN RIVER GROUP LLC |SMH CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 18000.00000 18000.00| 50000.00000 50000.00| 54000.00000 54000.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 5000.00000 5000.00| 15000.00000 15000.00| 1000.00000 1000.00 BUILDING DEMOLITION NUMBER, 1 | | | 0015 204001-000 LUMP| 25000.00000 25000.00| 19000.00000 19000.00| 60000.00000 60000.00 MOBILIZATION | | | 0020 207001-001 28080.000 CY | 8.00000 224640.00| 10.00000 280800.00| 7.55000 212004.00 UNCLASSIFIED EXCAVATION | | | 0025 207002-000 2538.000 CY | 30.00000 76140.00| 31.00000 78678.00| 28.55000 72459.90 SUBGRADE | | | 0030 207034-000 17835.000 SY | 1.20000 21402.00| 1.00000 17835.00| 0.93000 16586.55 FABRIC FOR SEPARATION | | | 0035 211002-000 93.000 CY | 60.00000 5580.00| 20.50000 1906.50| 25.40000 2362.20 ROCK BORROW EXCAVATION | | | 0040 307001-000 2350.000 CY | 36.00000 84600.00| 42.00000 98700.00| 33.50000 78725.00 AGGREGATE BASE COURSE, CLASS I | | | 0045 307005-001 2600.000 TN | 20.00000 52000.00| 19.00000 49400.00| 17.20000 44720.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0050 408002-001 101.000 GA | 2.00000 202.00| 1.00000 101.00| 1.15000 116.15 BITUMINOUS MATERIAL | | | 0055 415005-001 1965.000 SY | 5.00000 9825.00| 2.50000 4912.50| 3.05000 5993.25 REMOVE EXISTING PAVEMENT SURFACE | | | 0060 601002-001 3.970 CY | 1500.00000 5955.00| 1300.00000 5161.00| 1967.00000 7808.99 CLASS B CONCRETE | | | 0065 604001-016 369.600 LF | 65.00000 24024.00| 75.00000 27720.00| 52.25000 19311.60 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0070 604001-020 58.300 LF | 75.00000 4372.50| 120.00000 6996.00| 72.10000 4203.43 24 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0072 604001-024 112.300 LF | 85.00000 9545.50| 140.00000 15722.00| 94.80000 10646.04 36 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0075 605001-001 2.000 EA | 2400.00000 4800.00| 2100.00000 4200.00| 4830.00000 9660.00 TYPE A MANHOLE | | | 0080 605009-001 12.000 EA | 1800.00000 21600.00| 2000.00000 24000.00| 2011.00000 24132.00 TYPE G INLET | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 012 -7 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 9927701R1 COUNTIES : MARION LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0575884 |(5) 55-0739010 |(6) 55-0674033 |GROUND BREAKERS, INC. |GREEN RIVER GROUP LLC |SMH CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0085 606020-001 242.000 LF | 16.00000 3872.00| 10.00000 2420.00| 16.00000 3872.00 AGGREGATE FILLED FABRIC UNDERDRAIN, | | | 0090 607001-001 846.000 LF | 9.25000 7825.50| 9.00000 7614.00| 10.35000 8756.10 TYPE 1 GUARDRAIL, CLASS II | | | 0095 607009-001 1486.820 LF | 4.50000 6690.69| 3.00000 4460.46| 4.60000 6839.37 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0100 607010-020 571.000 LF | 1.50000 856.50| 1.00000 571.00| 1.80000 1027.80 GUARDRAIL REMOVAL | | | 0105 608001-004 273.340 LF | 26.00000 7106.84| 25.00000 6833.50| 16.60000 4537.44 5 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0110 610001-001 242.230 LF | 40.00000 9689.20| 32.00000 7751.36| 40.55000 9822.43 PLAIN CONCRETE CURBING, TYPE I | | | 0115 633003-001 33.000 CY | 60.00000 1980.00| 60.00000 1980.00| 120.30000 3969.90 DUMPED ROCK GUTTER | | | 0120 636009-001 100.000 LF | 2.00000 200.00| 1.00000 100.00| 1.15000 115.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0125 636011-001 10480.000 UN | 1.10000 11528.00| 1.30000 13624.00| 0.95000 9956.00 TRAFFIC CONTROL DEVICE | | | 0130 636012-010 3.000 EA | 420.00000 1260.00| 250.00000 750.00| 100.00000 300.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0135 636013-001 70.000 EA | 5.00000 350.00| 20.00000 1400.00| 1.00000 70.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0140 636014-001 600.000 HR | 45.00000 27000.00| 35.00000 21000.00| 51.15000 30690.00 FLAGGER | | | 0145 636023-001 1.000 LS | 25000.00000 25000.00| 4000.00000 4000.00| 21260.00000 21260.00 TEMPORARY TRAFFIC SIGNAL | | | 0150 636025-001 700.000 DA | 1.00000 700.00| 0.60000 420.00| 0.53000 371.00 WARNING LIGHTS, TYPE A | | | 0155 636025-001 2000.000 DA | 2.00000 4000.00| 1.50000 3000.00| 1.36000 2720.00 WARNING LIGHTS, TYPE B | | | 0160 638002-001 52.000 EA | 150.00000 7800.00| 75.00000 3900.00| 81.50000 4238.00 RIGHT OF WAY MARKER | | | 0165 639001-001 LUMP| 15000.00000 15000.00| 10000.00000 10000.00| 13920.00000 13920.00 CONSTRUCTION LAYOUT STAKE | | | 0170 640005-001 2.000 MO | 3000.00000 6000.00| 1250.00000 2500.00| 1860.00000 3720.00 MINIMAL FIELD OFFICE | | | 0175 642004-001 109.000 LB | 2.00000 218.00| 1.00000 109.00| 1.15000 125.35 SEED MIXTURE, TEMPORARY | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 012 -8 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 9927701R1 COUNTIES : MARION LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0575884 |(5) 55-0739010 |(6) 55-0674033 |GROUND BREAKERS, INC. |GREEN RIVER GROUP LLC |SMH CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 642004-002 212.000 LB | 3.00000 636.00| 2.10000 445.20| 3.45000 731.40 SEED MIXTURE, B | | | 0185 642004-003 151.000 LB | 10.00000 1510.00| 6.70000 1011.70| 3.45000 520.95 SEED MIXTURE, D | | | 0190 642005-001 5.000 TN | 400.00000 2000.00| 345.00000 1725.00| 459.70000 2298.50 MULCH, STRAW OR HAY | | | 0195 642005-002 1.650 TN | 800.00000 1320.00| 730.00000 1204.50| 804.50000 1327.43 MULCH, WOOD CELLULOSE FIBER | | | 0200 642006-001 0.880 TN | 2000.00000 1760.00| 2100.00000 1848.00| 4481.80000 3943.98 FERTILIZER | | | 0205 642009-001 3000.000 LF | 2.00000 6000.00| 3.10000 9300.00| 1.70000 5100.00 CONTOUR DITCH | | | 0210 642010-001 3.250 TN | 12.00000 39.00| 10.50000 34.13| 114.90000 373.43 AGRICULTURAL LIMESTONE | | | 0215 642031-001 43.000 EA | 90.00000 3870.00| 100.00000 4300.00| 50.70000 2180.10 DITCH CHECK | | | 0220 652001-001 3.250 TN | 12.00000 39.00| 10.50000 34.13| 114.90000 373.43 AGRICULTURAL LIMESTONE | | | 0225 652002-001 0.880 TN | 2000.00000 1760.00| 2100.00000 1848.00| 4481.80000 3943.98 FERTILIZER, 10-20-10 | | | 0230 652002-002 0.310 TN | 2500.00000 775.00| 2600.00000 806.00| 4596.70000 1424.98 FERTILIZER, UREA FORMALDEHYDE | | | 0235 652003-001 240.000 LB | 4.00000 960.00| 2.10000 504.00| 4.31000 1034.40 SEED MIXTURES, B, C-1, OR C-2 | | | 0240 652003-002 180.000 LB | 10.00000 1800.00| 6.70000 1206.00| 4.30000 774.00 SEED MIXTURE, D | | | 0245 652004-001 4.500 TN | 500.00000 2250.00| 345.00000 1552.50| 402.20000 1809.90 STRAW OR HAY MULCH | | | 0250 652004-002 1.630 TN | 2000.00000 3260.00| 730.00000 1189.90| 804.40000 1311.17 WOOD CELLULOSE FIBER MULCH | | | 0255 655002-001 1276.000 SY | 6.00000 7656.00| 5.00000 6380.00| 4.35000 5550.60 PERMANENT EROSION MATTING, TYPE A | | | 0260 675007-022 317.000 LF | 45.00000 14265.00| 30.00000 9510.00| 51.40000 16293.80 8 INCH PLASTIC SEWER PIPE | | | 0265 401001-001 AA1 3845.000 TN | 42.00000 161490.00| 38.00000 146110.00| 41.80000 160721.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0270 401001-002 AA2 3500.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 012 -9 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 9927701R1 COUNTIES : MARION LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0575884 |(5) 55-0739010 |(6) 55-0674033 |GROUND BREAKERS, INC. |GREEN RIVER GROUP LLC |SMH CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0275 402001-001 BB1 686.000 TN | 50.00000 34300.00| 43.00000 29498.00| 48.45000 33236.70 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0280 402001-002 BB2 625.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | SECTION TOTALS | $ 975,452.73| $ 1,011,072.38| $ 992,989.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 WATERLINES | | | 0285 670007-026 238.060 LF | 24.00000 5713.44| 0.10000 23.81| 54.35000 12938.56 12 INCH PLASTIC PIPE, CLASS | | | 0290 670007-028 281.720 LF | 25.00000 7043.00| 0.10000 28.17| 57.50000 16198.90 14 INCH PLASTIC PIPE, CLASS | | | 0295 670009-260 2.000 EA | 2000.00000 4000.00| 1.00000 2.00| 1947.00000 3894.00 12 INCH GATE VALVE AND VALVE BOX | | | 0300 670009-280 2.000 EA | 3700.00000 7400.00| 1.00000 2.00| 4011.00000 8022.00 14 INCH GATE VALVE AND VALVE BOX | | | SECTION TOTALS | $ 24,156.44| $ 55.98| $ 41,053.46 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 999,609.17| $ 1,011,128.36| $ 1,034,042.71 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 012 -10 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 9927701R1 COUNTIES : MARION LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 55-0481221 |(8) 55-0417282 |(9) 55-0710073 |MOUNTAINEER CONTRACTORS, INC|TURMAN CONSTRUCTION CO. |TEAYS RIVER CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 45339.79000 45339.79| 50000.00000 50000.00| 54500.00000 54500.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 3000.00000 3000.00| 1500.00000 1500.00| 200.00000 200.00 BUILDING DEMOLITION NUMBER, 1 | | | 0015 204001-000 LUMP| 20000.00000 20000.00| 36000.00000 36000.00| 30000.00000 30000.00 MOBILIZATION | | | 0020 207001-001 28080.000 CY | 9.50000 266760.00| 10.00000 280800.00| 8.67000 243453.60 UNCLASSIFIED EXCAVATION | | | 0025 207002-000 2538.000 CY | 28.00000 71064.00| 34.00000 86292.00| 36.00000 91368.00 SUBGRADE | | | 0030 207034-000 17835.000 SY | 1.00000 17835.00| 1.50000 26752.50| 1.15000 20510.25 FABRIC FOR SEPARATION | | | 0035 211002-000 93.000 CY | 45.00000 4185.00| 30.00000 2790.00| 19.00000 1767.00 ROCK BORROW EXCAVATION | | | 0040 307001-000 2350.000 CY | 40.00000 94000.00| 42.00000 98700.00| 50.00000 117500.00 AGGREGATE BASE COURSE, CLASS I | | | 0045 307005-001 2600.000 TN | 15.00000 39000.00| 18.00000 46800.00| 20.00000 52000.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0050 408002-001 101.000 GA | 0.50000 50.50| 1.00000 101.00| 1.00000 101.00 BITUMINOUS MATERIAL | | | 0055 415005-001 1965.000 SY | 3.50000 6877.50| 5.50000 10807.50| 3.00000 5895.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0060 601002-001 3.970 CY | 1500.00000 5955.00| 1300.00000 5161.00| 1800.00000 7146.00 CLASS B CONCRETE | | | 0065 604001-016 369.600 LF | 150.00000 55440.00| 70.00000 25872.00| 50.00000 18480.00 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0070 604001-020 58.300 LF | 160.00000 9328.00| 75.00000 4372.50| 74.00000 4314.20 24 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0072 604001-024 112.300 LF | 170.00000 19091.00| 77.00000 8647.10| 115.00000 12914.50 36 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0075 605001-001 2.000 EA | 2000.00000 4000.00| 1500.00000 3000.00| 3500.00000 7000.00 TYPE A MANHOLE | | | 0080 605009-001 12.000 EA | 1500.00000 18000.00| 1500.00000 18000.00| 1600.00000 19200.00 TYPE G INLET | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 012 -11 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 9927701R1 COUNTIES : MARION LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 55-0481221 |(8) 55-0417282 |(9) 55-0710073 |MOUNTAINEER CONTRACTORS, INC|TURMAN CONSTRUCTION CO. |TEAYS RIVER CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0085 606020-001 242.000 LF | 12.00000 2904.00| 50.00000 12100.00| 14.00000 3388.00 AGGREGATE FILLED FABRIC UNDERDRAIN, | | | 0090 607001-001 846.000 LF | 8.75000 7402.50| 8.75000 7402.50| 9.00000 7614.00 TYPE 1 GUARDRAIL, CLASS II | | | 0095 607009-001 1486.820 LF | 3.30000 4906.51| 3.30000 4906.51| 4.00000 5947.28 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0100 607010-020 571.000 LF | 1.00000 571.00| 1.00000 571.00| 1.00000 571.00 GUARDRAIL REMOVAL | | | 0105 608001-004 273.340 LF | 24.50000 6696.83| 24.50000 6696.83| 25.00000 6833.50 5 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0110 610001-001 242.230 LF | 34.00000 8235.82| 33.50000 8114.71| 36.00000 8720.28 PLAIN CONCRETE CURBING, TYPE I | | | 0115 633003-001 33.000 CY | 100.00000 3300.00| 65.00000 2145.00| 20.00000 660.00 DUMPED ROCK GUTTER | | | 0120 636009-001 100.000 LF | 0.99000 99.00| 1.00000 100.00| 1.00000 100.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0125 636011-001 10480.000 UN | 0.80000 8384.00| 0.50000 5240.00| 0.80000 8384.00 TRAFFIC CONTROL DEVICE | | | 0130 636012-010 3.000 EA | 10.00000 30.00| 50.00000 150.00| 350.00000 1050.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0135 636013-001 70.000 EA | 1.00000 70.00| 1.00000 70.00| 3.50000 245.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0140 636014-001 600.000 HR | 38.00000 22800.00| 37.00000 22200.00| 40.00000 24000.00 FLAGGER | | | 0145 636023-001 1.000 LS | 18500.00000 18500.00| 20000.00000 20000.00| 10000.00000 10000.00 TEMPORARY TRAFFIC SIGNAL | | | 0150 636025-001 700.000 DA | 0.55000 385.00| 0.50000 350.00| 0.50000 350.00 WARNING LIGHTS, TYPE A | | | 0155 636025-001 2000.000 DA | 1.25000 2500.00| 1.50000 3000.00| 1.15000 2300.00 WARNING LIGHTS, TYPE B | | | 0160 638002-001 52.000 EA | 60.00000 3120.00| 65.00000 3380.00| 45.00000 2340.00 RIGHT OF WAY MARKER | | | 0165 639001-001 LUMP| 25000.00000 25000.00| 7500.00000 7500.00| 3000.00000 3000.00 CONSTRUCTION LAYOUT STAKE | | | 0170 640005-001 2.000 MO | 1500.00000 3000.00| 1000.00000 2000.00| 2500.00000 5000.00 MINIMAL FIELD OFFICE | | | 0175 642004-001 109.000 LB | 1.00000 109.00| 1.00000 109.00| 1.00000 109.00 SEED MIXTURE, TEMPORARY | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 012 -12 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 9927701R1 COUNTIES : MARION LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 55-0481221 |(8) 55-0417282 |(9) 55-0710073 |MOUNTAINEER CONTRACTORS, INC|TURMAN CONSTRUCTION CO. |TEAYS RIVER CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 642004-002 212.000 LB | 2.00000 424.00| 2.00000 424.00| 2.00000 424.00 SEED MIXTURE, B | | | 0185 642004-003 151.000 LB | 6.35000 958.85| 6.35000 958.85| 6.50000 981.50 SEED MIXTURE, D | | | 0190 642005-001 5.000 TN | 325.00000 1625.00| 325.00000 1625.00| 350.00000 1750.00 MULCH, STRAW OR HAY | | | 0195 642005-002 1.650 TN | 700.00000 1155.00| 700.00000 1155.00| 750.00000 1237.50 MULCH, WOOD CELLULOSE FIBER | | | 0200 642006-001 0.880 TN | 2000.00000 1760.00| 2000.00000 1760.00| 2200.00000 1936.00 FERTILIZER | | | 0205 642009-001 3000.000 LF | 1.00000 3000.00| 1.00000 3000.00| 0.40000 1200.00 CONTOUR DITCH | | | 0210 642010-001 3.250 TN | 10.00000 32.50| 10.00000 32.50| 11.00000 35.75 AGRICULTURAL LIMESTONE | | | 0215 642031-001 43.000 EA | 50.00000 2150.00| 325.00000 13975.00| 250.00000 10750.00 DITCH CHECK | | | 0220 652001-001 3.250 TN | 10.00000 32.50| 10.00000 32.50| 11.00000 35.75 AGRICULTURAL LIMESTONE | | | 0225 652002-001 0.880 TN | 2000.00000 1760.00| 2000.00000 1760.00| 2200.00000 1936.00 FERTILIZER, 10-20-10 | | | 0230 652002-002 0.310 TN | 2500.00000 775.00| 2500.00000 775.00| 2700.00000 837.00 FERTILIZER, UREA FORMALDEHYDE | | | 0235 652003-001 240.000 LB | 2.00000 480.00| 2.00000 480.00| 2.00000 480.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0240 652003-002 180.000 LB | 6.35000 1143.00| 6.35000 1143.00| 6.50000 1170.00 SEED MIXTURE, D | | | 0245 652004-001 4.500 TN | 325.00000 1462.50| 325.00000 1462.50| 350.00000 1575.00 STRAW OR HAY MULCH | | | 0250 652004-002 1.630 TN | 700.00000 1141.00| 700.00000 1141.00| 750.00000 1222.50 WOOD CELLULOSE FIBER MULCH | | | 0255 655002-001 1276.000 SY | 5.00000 6380.00| 5.00000 6380.00| 5.50000 7018.00 PERMANENT EROSION MATTING, TYPE A | | | 0260 675007-022 317.000 LF | 40.00000 12680.00| 40.00000 12680.00| 50.00000 15850.00 8 INCH PLASTIC SEWER PIPE | | | 0265 401001-001 AA1 3845.000 TN | 35.00000 134575.00| 35.33000 135843.85| 44.00000 169180.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0270 401001-002 AA2 3500.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 012 -13 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 9927701R1 COUNTIES : MARION LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 55-0481221 |(8) 55-0417282 |(9) 55-0710073 |MOUNTAINEER CONTRACTORS, INC|TURMAN CONSTRUCTION CO. |TEAYS RIVER CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0275 402001-001 BB1 686.000 TN | 40.00000 27440.00| 42.96000 29470.56| 50.00000 34300.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0280 402001-002 BB2 625.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | SECTION TOTALS | $ 996,913.80| $ 1,025,729.91| $ 1,028,880.61 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 WATERLINES | | | 0285 670007-026 238.060 LF | 50.00000 11903.00| 45.00000 10712.70| 60.00000 14283.60 12 INCH PLASTIC PIPE, CLASS | | | 0290 670007-028 281.720 LF | 60.00000 16903.20| 55.00000 15494.60| 66.00000 18593.52 14 INCH PLASTIC PIPE, CLASS | | | 0295 670009-260 2.000 EA | 2000.00000 4000.00| 2000.00000 4000.00| 1600.00000 3200.00 12 INCH GATE VALVE AND VALVE BOX | | | 0300 670009-280 2.000 EA | 4000.00000 8000.00| 3500.00000 7000.00| 3600.00000 7200.00 14 INCH GATE VALVE AND VALVE BOX | | | SECTION TOTALS | $ 40,806.20| $ 37,207.30| $ 43,277.12 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,037,720.00| $ 1,062,937.21| $ 1,072,157.73 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 012 -14 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 9927701R1 COUNTIES : MARION LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(10) 31-1316393 | | |AHERN & ASSOCIATES | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 25389.57000 25389.57| | CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 2100.00000 2100.00| | BUILDING DEMOLITION NUMBER, 1 | | | 0015 204001-000 LUMP| 32400.00000 32400.00| | MOBILIZATION | | | 0020 207001-001 28080.000 CY | 10.00000 280800.00| | UNCLASSIFIED EXCAVATION | | | 0025 207002-000 2538.000 CY | 37.00000 93906.00| | SUBGRADE | | | 0030 207034-000 17835.000 SY | 1.35000 24077.25| | FABRIC FOR SEPARATION | | | 0035 211002-000 93.000 CY | 13.00000 1209.00| | ROCK BORROW EXCAVATION | | | 0040 307001-000 2350.000 CY | 40.00000 94000.00| | AGGREGATE BASE COURSE, CLASS I | | | 0045 307005-001 2600.000 TN | 16.00000 41600.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0050 408002-001 101.000 GA | 1.00000 101.00| | BITUMINOUS MATERIAL | | | 0055 415005-001 1965.000 SY | 3.05000 5993.25| | REMOVE EXISTING PAVEMENT SURFACE | | | 0060 601002-001 3.970 CY | 1600.00000 6352.00| | CLASS B CONCRETE | | | 0065 604001-016 369.600 LF | 110.00000 40656.00| | 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0070 604001-020 58.300 LF | 110.00000 6413.00| | 24 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0072 604001-024 112.300 LF | 120.00000 13476.00| | 36 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0075 605001-001 2.000 EA | 4700.00000 9400.00| | TYPE A MANHOLE | | | 0080 605009-001 12.000 EA | 2300.00000 27600.00| | TYPE G INLET | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 012 -15 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 9927701R1 COUNTIES : MARION LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(10) 31-1316393 | | |AHERN & ASSOCIATES | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0085 606020-001 242.000 LF | 16.00000 3872.00| | AGGREGATE FILLED FABRIC UNDERDRAIN, | | | 0090 607001-001 846.000 LF | 7.70000 6514.20| | TYPE 1 GUARDRAIL, CLASS II | | | 0095 607009-001 1486.820 LF | 3.60000 5352.55| | TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0100 607010-020 571.000 LF | 1.00000 571.00| | GUARDRAIL REMOVAL | | | 0105 608001-004 273.340 LF | 22.00000 6013.48| | 5 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0110 610001-001 242.230 LF | 35.00000 8478.05| | PLAIN CONCRETE CURBING, TYPE I | | | 0115 633003-001 33.000 CY | 65.00000 2145.00| | DUMPED ROCK GUTTER | | | 0120 636009-001 100.000 LF | 1.00000 100.00| | TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0125 636011-001 10480.000 UN | 0.50000 5240.00| | TRAFFIC CONTROL DEVICE | | | 0130 636012-010 3.000 EA | 50.00000 150.00| | PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0135 636013-001 70.000 EA | 1.00000 70.00| | INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0140 636014-001 600.000 HR | 50.00000 30000.00| | FLAGGER | | | 0145 636023-001 1.000 LS | 18500.00000 18500.00| | TEMPORARY TRAFFIC SIGNAL | | | 0150 636025-001 700.000 DA | 0.50000 350.00| | WARNING LIGHTS, TYPE A | | | 0155 636025-001 2000.000 DA | 1.50000 3000.00| | WARNING LIGHTS, TYPE B | | | 0160 638002-001 52.000 EA | 40.00000 2080.00| | RIGHT OF WAY MARKER | | | 0165 639001-001 LUMP| 18000.00000 18000.00| | CONSTRUCTION LAYOUT STAKE | | | 0170 640005-001 2.000 MO | 2000.00000 4000.00| | MINIMAL FIELD OFFICE | | | 0175 642004-001 109.000 LB | 1.00000 109.00| | SEED MIXTURE, TEMPORARY | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 012 -16 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 9927701R1 COUNTIES : MARION LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(10) 31-1316393 | | |AHERN & ASSOCIATES | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 642004-002 212.000 LB | 2.00000 424.00| | SEED MIXTURE, B | | | 0185 642004-003 151.000 LB | 6.35000 958.85| | SEED MIXTURE, D | | | 0190 642005-001 5.000 TN | 325.00000 1625.00| | MULCH, STRAW OR HAY | | | 0195 642005-002 1.650 TN | 700.00000 1155.00| | MULCH, WOOD CELLULOSE FIBER | | | 0200 642006-001 0.880 TN | 2000.00000 1760.00| | FERTILIZER | | | 0205 642009-001 3000.000 LF | 0.35000 1050.00| | CONTOUR DITCH | | | 0210 642010-001 3.250 TN | 10.00000 32.50| | AGRICULTURAL LIMESTONE | | | 0215 642031-001 43.000 EA | 120.00000 5160.00| | DITCH CHECK | | | 0220 652001-001 3.250 TN | 10.00000 32.50| | AGRICULTURAL LIMESTONE | | | 0225 652002-001 0.880 TN | 2000.00000 1760.00| | FERTILIZER, 10-20-10 | | | 0230 652002-002 0.310 TN | 2500.00000 775.00| | FERTILIZER, UREA FORMALDEHYDE | | | 0235 652003-001 240.000 LB | 2.00000 480.00| | SEED MIXTURES, B, C-1, OR C-2 | | | 0240 652003-002 180.000 LB | 6.35000 1143.00| | SEED MIXTURE, D | | | 0245 652004-001 4.500 TN | 325.00000 1462.50| | STRAW OR HAY MULCH | | | 0250 652004-002 1.630 TN | 700.00000 1141.00| | WOOD CELLULOSE FIBER MULCH | | | 0255 655002-001 1276.000 SY | 5.00000 6380.00| | PERMANENT EROSION MATTING, TYPE A | | | 0260 675007-022 317.000 LF | 75.00000 23775.00| | 8 INCH PLASTIC SEWER PIPE | | | 0265 401001-001 AA1 3845.000 TN | 35.00000 134575.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0270 401001-002 AA2 3500.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/10/03 PAGE : 012 -17 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 9927701R1 COUNTIES : MARION LETTING DATE : 02/04/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(10) 31-1316393 | | |AHERN & ASSOCIATES | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0275 402001-001 BB1 686.000 TN | 43.00000 29498.00| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0280 402001-002 BB2 625.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | SECTION TOTALS | $ 1,033,205.70| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 WATERLINES | | | 0285 670007-026 238.060 LF | 65.00000 15473.90| | 12 INCH PLASTIC PIPE, CLASS | | | 0290 670007-028 281.720 LF | 70.00000 19720.40| | 14 INCH PLASTIC PIPE, CLASS | | | 0295 670009-260 2.000 EA | 2000.00000 4000.00| | 12 INCH GATE VALVE AND VALVE BOX | | | 0300 670009-280 2.000 EA | 4000.00000 8000.00| | 14 INCH GATE VALVE AND VALVE BOX | | | SECTION TOTALS | $ 47,194.30| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,080,400.00| | ====================================================================================================================================