1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 9803627 COUNTIES : BERKELEY LETTING DATE : 10/05/99 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : DRY RUN INTERCHANGE PROJECT(S) : U302-0081/00-014.34 00 00HP 1264 001 000 LOCATION: AT CO 13 NEAR MARTINSBURG 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 58-1401472 APAC-VIRGINIA, INC. $ 5,918,956.99 100.0000% 2 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 6,725,556.87 113.6273% 25-1493101 UPON THIS ROCK CONSTRUCTION, INC. IRREGULAR 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9803627 COUNTIES : BERKELEY LETTING DATE : 10/05/99 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 58-1401472 |(2) 55-0487806 | |APAC-VIRGINIA, INC. |ORDERS CONSTRUCTION COMPANY,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201-01 1.000 LS | 59000.00000 59000.00| 121000.00000 121000.00| CLEARING AND GRUBBING | | | 0010 202-01 LUMP| 5720.00000 5720.00| 1.00000 1.00| BUILDING DEMOLITION ,202-01(01) | | | 0015 202-01 LUMP| 5000.00000 5000.00| 1.00000 1.00| BUILDING DEMOLITION ,202-01(02) | | | 0020 202-01 LUMP| 5300.00000 5300.00| 1.00000 1.00| BUILDING DEMOLITION ,202-01(03) | | | 0025 202-01 LUMP| 5800.00000 5800.00| 1.00000 1.00| BUILDING DEMOLITION ,202-01(04) | | | 0030 202-01 LUMP| 3900.00000 3900.00| 1.00000 1.00| BUILDING DEMOLITION ,202-01(05) | | | 0035 202-01 LUMP| 8000.00000 8000.00| 1.00000 1.00| BUILDING DEMOLITION ,202-01(06) | | | 0040 202-01 LUMP| 3400.00000 3400.00| 1.00000 1.00| BUILDING DEMOLITION ,202-01(07) | | | 0045 202-02 LUMP| 1100.00000 1100.00| 440.00000 440.00| WATER WELL ABANDONMENT ,202-02(01) | | | 0050 202-02 LUMP| 1100.00000 1100.00| 440.00000 440.00| WATER WELL ABANDONMENT ,202-02(02) | | | 0055 202-02 LUMP| 1100.00000 1100.00| 440.00000 440.00| WATER WELL ABANDONMENT ,202-02(03) | | | 0060 202-02 LUMP| 1100.00000 1100.00| 440.00000 440.00| WATER WELL ABANDONMENT ,202-02(04) | | | 0065 202-02 LUMP| 1100.00000 1100.00| 440.00000 440.00| WATER WELL ABANDONMENT ,202-02(06) | | | 0070 202-03 LUMP| 1000.00000 1000.00| 660.00000 660.00| SEPTIC TANK ABANDONMENT ,202-03(01) | | | 0075 202-03 LUMP| 1000.00000 1000.00| 660.00000 660.00| SEPTIC TANK ABANDONMENT ,202-03(02) | | | 0080 202-03 LUMP| 1000.00000 1000.00| 660.00000 660.00| SEPTIC TANK ABANDONMENT ,202-03(03) | | | 0085 202-03 LUMP| 1000.00000 1000.00| 660.00000 660.00| SEPTIC TANK ABANDONMENT ,202-03(04) | | | 0090 202-03 LUMP| 1000.00000 1000.00| 660.00000 660.00| SEPTIC TANK ABANDONMENT ,202-03(05) | | | 0095 202-03 LUMP| 1000.00000 1000.00| 660.00000 660.00| SEPTIC TANK ABANDONMENT ,202-03(06) | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9803627 COUNTIES : BERKELEY LETTING DATE : 10/05/99 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 58-1401472 |(2) 55-0487806 | |APAC-VIRGINIA, INC. |ORDERS CONSTRUCTION COMPANY,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 202-03 LUMP| 1000.00000 1000.00| 660.00000 660.00| SEPTIC TANK ABANDONMENT ,202-03(08) | | | 0105 204-01 LUMP| 64000.00000 64000.00| 200000.00000 200000.00| MOBILIZATION | | | 0110 207-01 67574.000 CY | 7.80000 527077.20| 12.65000 854811.10| UNCLASSIFIED EXCAVATION | | | 0115 207-02 5745.000 CY | 27.00000 155115.00| 33.30000 191308.50| SUBGRADE | | | 0120 207-34 47910.000 SY | 1.15000 55096.50| 1.00000 47910.00| FABRIC FOR SEPARATION | | | 0125 211-01 27023.000 CY | 8.10000 218886.30| 7.00000 189161.00| UNCLASSIFIED BORROW EXCAVATION | | | 0140 307-01 2092.000 CY | 27.25000 57007.00| 38.35000 80228.20| CLASS 1 AGGREGATE BASE COURSE | | | 0145 311-06 4005.000 CY | 42.00000 168210.00| 42.00000 168210.00| OPEN GRADED FREE DRAINING BASE COURSE | | | 0150 408-02 415.000 GA | 1.50000 622.50| 1.10000 456.50| BITUMINOUS MATERIAL | | | 0155 409-02 4220.000 GA | 1.50000 6330.00| 1.95000 8229.00| BITUMINOUS MATERIAL | | | 0160 415-05 650.000 SY | 8.35000 5427.50| 5.50000 3575.00| REMOVE EXISTING PAVEMENT SURFACE | | | 0161 502-01(12I) 360.000 SY | 147.00000 52920.00| 167.00000 60120.00| PORTLAND CEMENT CONCRETE APPROACH SLAB | | | 0165 601-02 10.430 CY | 1300.00000 13559.00| 1600.00000 16688.00| CLASS B CONCRETE | | | 0175 604-37(15)III 569.000 LF | 46.00000 26174.00| 71.00000 40399.00| REINFORCED CONCRETE PIPE | | | 0180 604-37(18)III 611.000 LF | 70.00000 42770.00| 81.00000 49491.00| REINFORCED CONCRETE PIPE | | | 0185 604-37(24)III 145.000 LF | 54.00000 7830.00| 115.00000 16675.00| REINFORCED CONCRETE PIPE | | | 0190 604-37(30)III 78.000 LF | 179.00000 13962.00| 140.00000 10920.00| REINFORCED CONCRETE PIPE | | | 0195 604-40(23X14) 6.000 EA | 800.00000 4800.00| 310.00000 1860.00| REINFORCED CONCRETE END SECTION FOR | | | ARCH SHAPE CONCRETE PIPE | | | 0196 604-4123X14H3 61.000 LF | 123.00000 7503.00| 119.00000 7259.00| REINFORCED CONCRETE ELLIPTICAL PIPE | | | 0200 604-71(15) 14.000 EA | 700.00000 9800.00| 450.00000 6300.00| SAFETY SLOPE END SECTION FOR RCP | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9803627 COUNTIES : BERKELEY LETTING DATE : 10/05/99 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 58-1401472 |(2) 55-0487806 | |APAC-VIRGINIA, INC. |ORDERS CONSTRUCTION COMPANY,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0205 604-71(18) 10.000 EA | 860.00000 8600.00| 700.00000 7000.00| SAFETY SLOPE END SECTION FOR RCP | | | 0210 605-02 1.000 EA | 5200.00000 5200.00| 3700.00000 3700.00| TYPE B MANHOLE | | | 0215 605-03 2.000 EA | 3700.00000 7400.00| 2350.00000 4700.00| TYPE A INLET | | | 0220 605-07 4.000 EA | 4800.00000 19200.00| 5350.00000 21400.00| TYPE E INLET | | | 0222 605-08 2.000 EA | 6300.00000 12600.00| 3000.00000 6000.00| TYPE F INLET | | | 0225 605-09 12.000 EA | 2210.00000 26520.00| 2300.00000 27600.00| TYPE G INLET | | | 0230 606-29 10819.000 LF | 8.50000 91961.50| 13.30000 143892.70| FREE DRAINING BASE (FDB) TRENCH | | | 0235 606-30 550.000 LF | 17.00000 9350.00| 33.75000 18562.50| OUTLET PIPE | | | 0240 607-01(I) 5839.000 LF | 9.75000 56930.25| 10.25000 59849.75| TYPE 1 GUARDRAIL | | | 0245 607-05(I) 750.000 LF | 12.50000 9375.00| 13.25000 9937.50| TYPE 5 GUARDRAIL | | | 0250 607-06 6.000 EA | 700.00000 4200.00| 720.00000 4320.00| THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0255 607-09-1 150.000 LF | 4.20000 630.00| 4.40000 660.00| TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0260 607-09-5 375.000 LF | 8.40000 3150.00| 9.00000 3375.00| TYPE 5 GUARDRAIL REMOVED AND RESET | | | 0265 607-30 10.000 EA | 368.00000 3680.00| 386.00000 3860.00| SPECIAL TRAILING END TERMINAL | | | 0270 607-30-1 2.000 EA | 105.00000 210.00| 110.00000 220.00| SPECIAL TRAILING END TERMINAL, REMOVED | | | AND RESET | | | 0275 607-65 13.000 EA | 1400.00000 18200.00| 1500.00000 19500.00| FLARED END TERMINAL | | | 0280 607-67 4.000 EA | 4200.00000 16800.00| 4400.00000 17600.00| DOUBLE FACED END TERMINAL | | | 0285 608-02(3F11I) 4292.000 LF | 7.25000 31117.00| 7.60000 32619.20| RIGHT-OF-WAY FENCE, FARM FIELD TYPE | | | 0290 610-01(III) 781.000 LF | 21.50000 16791.50| 32.50000 25382.50| PLAIN CONCRETE CURBING | | | 0295 610-21 130.000 LF | 23.00000 2990.00| 82.00000 10660.00| SINGLE FACED BARRIER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9803627 COUNTIES : BERKELEY LETTING DATE : 10/05/99 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 58-1401472 |(2) 55-0487806 | |APAC-VIRGINIA, INC. |ORDERS CONSTRUCTION COMPANY,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0296 633-01 1128.000 SY | 61.00000 68808.00| 84.00000 94752.00| CONCRETE GUTTER | | | 0297 633-03 732.000 CY | 41.00000 30012.00| 29.00000 21228.00| DUMPED ROCK GUTTER | | | 0300 636-07 11000.000 LF | 0.73000 8030.00| 0.55000 6050.00| ERADICATION OF PAVEMENT MARKINGS | | | 0305 636-08 7000.000 LF | 0.78000 5460.00| 0.83000 5810.00| TEMPORARY PAVEMENT MARKINGS-PAINT 4IN | | | SOLID LINE | | | 0310 636-09 31000.000 LF | 1.10000 34100.00| 1.16000 35960.00| TEMPORARY PAVEMENT MARKINGS-TAPE 4 IN | | | SOLID LINE | | | 0315 636-11 49650.000 UN | 1.20000 59580.00| 1.11000 55111.50| TRAFFIC CONTROL DEVICES | | | 0320 636-12 6.000 EA | 400.00000 2400.00| 552.00000 3312.00| CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICES | | | 0325 636-13 1000.000 EA | 3.10000 3100.00| 3.30000 3300.00| CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICES | | | 0330 636-14 900.000 HR | 35.00000 31500.00| 40.00000 36000.00| FLAGGER | | | 0335 636-14B 1200.000 HR | 26.00000 31200.00| 27.60000 33120.00| TRAFFIC DIRECTOR | | | 0340 636-17 4900.000 LF | 19.00000 93100.00| 21.50000 105350.00| TEMPORARY CONCRETE BARRIERS | | | 0345 636-18 315.000 LF | 9.00000 2835.00| 4.25000 1338.75| REMOVING AND RESETTING TEMPORARY | | | CONCRETE BARRIERS | | | 0350 636-21 250.000 DA | 21.00000 5250.00| 1.00000 250.00| ELECTRIC ARROW | | | 0355 636-22 500.000 DA | 68.00000 34000.00| 76.00000 38000.00| CHANGABLE MESSAGE SIGN | | | 0360 636-25(B) 6000.000 DA | 1.60000 9600.00| 2.50000 15000.00| WARNING LIGHTS | | | 0365 637-01 182.000 MG | 51.00000 9282.00| 30.00000 5460.00| WATER FOR DUST PALLIATIVE | | | 0370 638-02 96.000 EA | 125.00000 12000.00| 40.00000 3840.00| RIGHT OF WAY MARKERS | | | 0375 639-01 LUMP| 27000.00000 27000.00| 76000.00000 76000.00| CONSTRUCTION LAYOUT STAKES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9803627 COUNTIES : BERKELEY LETTING DATE : 10/05/99 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 58-1401472 |(2) 55-0487806 | |APAC-VIRGINIA, INC. |ORDERS CONSTRUCTION COMPANY,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0380 640-01 LUMP| 10000.00000 10000.00| 13000.00000 13000.00| STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0385 640-03 LUMP| 5500.00000 5500.00| 1000.00000 1000.00| BUILDING EQUIPMENT | | | 0390 642-01 4600.000 LF | 2.00000 9200.00| 0.60000 2760.00| TEMPORARY BERMS | | | 0395 642-02 82.000 LF | 37.00000 3034.00| 14.00000 1148.00| SLOPE DRAINS | | | 0400 642-03-1 150.000 EA | 150.00000 22500.00| 30.00000 4500.00| DITCH CHECKS | | | 0405 642-03-3 1700.000 CY | 12.00000 20400.00| 6.50000 11050.00| SEDIMENT TRAP | | | 0410 642-04-1 635.000 LB | 1.30000 825.50| 1.40000 889.00| TEMPORARY SEED | | | 0415 642-04-2 995.000 LB | 1.00000 995.00| 0.90000 895.50| SEED MIXTURE B | | | 0420 642-05-1 36.300 TN | 463.00000 16806.90| 485.00000 17605.50| STRAW OR HAY MULCH | | | 0425 642-06 4.200 TN | 500.00000 2100.00| 508.00000 2133.60| FERTILIZER | | | 0430 642-09 19700.000 LF | 1.40000 27580.00| 0.34000 6698.00| CONTOUR DITCH | | | 0435 642-10 15.500 TN | 65.00000 1007.50| 66.00000 1023.00| AGRICULTURAL LIMESTONE | | | 0440 642-11 1620.000 EA | 7.25000 11745.00| 1.00000 1620.00| HAY OR STRAW BALES | | | 0445 642-12 14840.000 LF | 2.40000 35616.00| 2.60000 38584.00| SILT FENCE | | | 0450 652-01 16.000 TN | 65.00000 1040.00| 66.00000 1056.00| AGRICULTURAL LIMESTONE | | | 0455 652-02-1 5.000 TN | 500.00000 2500.00| 508.00000 2540.00| FERTILIZER, 10-20-10 | | | 0460 652-03-1 978.000 LB | 1.25000 1222.50| 1.30000 1271.40| SEED MIXTURES B, C-1 OR C-2 | | | 0465 652-04-1 21.000 TN | 460.00000 9660.00| 4.85000 101.85| STRAW OR HAY MULCH | | | 0470 655-01 3368.000 SY | 1.50000 5052.00| 1.60000 5388.80| MATTING | | | 0475 664-01(IV) 5.000 EA | 7900.00000 39500.00| 8300.00000 41500.00| IMPACT ATTENUATING DEVICE, TYPE IV | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9803627 COUNTIES : BERKELEY LETTING DATE : 10/05/99 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 58-1401472 |(2) 55-0487806 | |APAC-VIRGINIA, INC. |ORDERS CONSTRUCTION COMPANY,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 664-01(IV)A 2.000 EA | 1300.00000 2600.00| 1100.00000 2200.00| REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 0515 308-01SG AA1 760.000 TN | 15.00000 11400.00| 26.00000 19760.00| CLASS 1 AGGREGATE, STONE OR GRAVEL | | | 0520 308-01S AA2 695.000 TN | | | CLASS 1 AGGREGATE, SLAG | | | 0525 401S-1(1)SG AB1 25000.000 TN | 28.50000 712500.00| 31.00000 775000.00| SUPERPAVE HMA BASE COURSE,ST/GR | | | 0530 401S-1(1)S AB2 22917.000 TN | | | SUPERPAVE HMA BASE COURSE, SLAG | | | 0535 401S-031SG AC1 180.000 TN | 53.00000 9540.00| 37.50000 6750.00| SUPERPAVE HMA P&L COURSE,ST/GR | | | 0540 401S-031S AC2 165.000 TN | | | SUPERPAVE HMA P&L COURSE,SLAG | | | 0545 402S-01(1)SG AD1 3235.000 TN | 39.00000 126165.00| 40.00000 129400.00| SUPERPAVE HMA SKID RESISTANT PAVEMENT, | | | ST/GR | | | 0550 402S-01(1)S AD2 2966.000 TN | | | SUPERPAVE HMA SKID RESISTANT PAVEMENT, | | | SLAG | | | 0555 604-25(15)A2 AE1 77.000 LF | | | CORRUGATED ALUMINUM ALLOY PIPE | | | 0560 604-72(15) AE1 6.000 EA | | | SAFETY SLOPE END SECTION FOR CSP | | | 0565 604-37(15)III AE2 77.000 LF | | | REINFORCED CONCRETE PIPE | | | 0570 604-71(15) AE2 6.000 EA | | | SAFETY SLOPE END SECTION FOR RCP | | | 0575 604-76(15)A2 AE3 77.000 LF | 55.00000 4235.00| 45.00000 3465.00| ALUMINUM COATED CORRUGATED STEEL PIPE | | | 0580 604-72(15) AE3 6.000 EA | 500.00000 3000.00| 262.00000 1572.00| SAFETY SLOPE END SECTION FOR CSP | | | 0585 604-25(15)A2 AF1 125.000 LF | | | CORRUGATED ALUMINUM ALLOY PIPE | | | 0590 604-72(15) AF1 4.000 EA | | | SAFETY SLOPE END SECTION FOR CSP | | | 0595 604-76(15)A2 AF2 125.000 LF | 51.00000 6375.00| 85.00000 10625.00| ALUMINUM COATED CORRUGATED STEEL PIPE | | | 0600 604-72(15) AF2 4.000 EA | 500.00000 2000.00| 260.00000 1040.00| SAFETY SLOPE END SECTION FOR CSP | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9803627 COUNTIES : BERKELEY LETTING DATE : 10/05/99 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 58-1401472 |(2) 55-0487806 | |APAC-VIRGINIA, INC. |ORDERS CONSTRUCTION COMPANY,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0605 604-25(18)A2 AG1 570.000 LF | | | CORRUGATED ALUMINUM ALLOY PIPE | | | 0610 604-72(18) AG1 5.000 EA | | | SAFETY SLOPE END SECTION FOR CSP | | | 0615 604-37(18)III AG2 570.000 LF | | | REINFORCED CONCRETE PIPE | | | 0620 604-71(18) AG2 5.000 EA | | | SAFETY SLOPE END SECTION FOR RCP | | | 0625 604-76(18)A2 AG3 570.000 LF | 51.00000 29070.00| 71.00000 40470.00| ALUMINUM COATED CORRUGATED STEEL PIPE | | | 0630 604-72(18) AG3 5.000 EA | 610.00000 3050.00| 500.00000 2500.00| SAFETY SLOPE END SECTION FOR CSP | | | 0635 604-25(18)A2 AH1 223.000 LF | | | CORRUGATED ALUMINUM ALLOY PIPE | | | 0640 604-76(18)A2 AH2 223.000 LF | 42.00000 9366.00| 71.00000 15833.00| ALUMINUM COATED CORRUGATED STEEL PIPE | | | 0645 604-25(24)A2 AJ1 36.000 LF | | | CORRUGATED ALUMINUM ALLOY PIPE | | | 0650 604-37(24)III AJ2 36.000 LF | | | REINFORCED CONCRETE PIPE | | | 0655 604-76(24)A2 AJ3 36.000 LF | 38.00000 1368.00| 91.00000 3276.00| ALUMINUM COATED CORRUGATED STEEL PIPE | | | 0660 604-25(30)A2 AK1 80.000 LF | | | CORRUGATED ALUMINUM ALLOY PIPE | | | 0665 604-72(30) AK1 2.000 EA | | | SAFETY SLOPE END SECTION FOR CSP | | | 0670 604-37(30)III AK2 80.000 LF | | | REINFORCED CONCRETE PIPE | | | 0675 604-71(30) AK2 2.000 EA | | | SAFETY SLOPE END SECTION FOR RCP | | | 0680 604-76(30)A2 AK3 80.000 LF | 41.00000 3280.00| 74.00000 5920.00| ALUMINUM COATED CORRUGATED STEEL PIPE | | | 0685 604-72(30) AK3 2.000 EA | 1350.00000 2700.00| 1630.00000 3260.00| SAFETY SLOPE END SECTION FOR CSP | | | 0690 604-25(36)A2 AL1 137.000 LF | | | CORRUGATED ALUMINUM ALLOY PIPE | | | 0695 604-37(36)III AL2 137.000 LF | | | REINFORCED CONCRETE PIPE | | | 0700 604-76(36)A2 AL3 137.000 LF | 44.00000 6028.00| 109.00000 14933.00| ALUMINUM COATED CORRUGATED STEEL PIPE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9803627 COUNTIES : BERKELEY LETTING DATE : 10/05/99 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 58-1401472 |(2) 55-0487806 | |APAC-VIRGINIA, INC. |ORDERS CONSTRUCTION COMPANY,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0705 636-02SG AM1 100.000 TN | 26.00000 2600.00| 17.25000 1725.00| AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0710 636-02S AM2 91.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 3,519,433.65| $ 4,234,643.35| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE #4913 | | | 0715 203-01 LUMP| 235000.00000 235000.00| 91000.00000 91000.00| DISMANTLING STRUCTURES | | | 0717 211-02 532.000 CY | 22.00000 11704.00| 51.00000 27132.00| ROCK BORROW EXCAVATION | | | 0718 212-01 731.000 CY | 108.00000 78948.00| 22.50000 16447.50| STRUCTURE EXCAVATION | | | 0720 212-05 192.000 CY | 90.00000 17280.00| 72.00000 13824.00| SELECT MATERIAL FOR BACKFILLING | | | 0725 601-02 177.000 CY | 750.00000 132750.00| 663.00000 117351.00| CLASS B CONCRETE | | | 0730 601-03 517.000 CY | 580.00000 299860.00| 663.00000 342771.00| CLASS K CONCRETE | | | 0735 602-01 29906.000 LB | 0.65000 19438.90| 0.62000 18541.72| REINFORCING STEEL BARS | | | 0740 602-02 101562.000 LB | 0.67000 68046.54| 0.80000 81249.60| EPOXY COATED REINFORCING STEELBARS | | | 0745 603-18(54) 1756.500 LF | 201.00000 353056.50| 229.00000 402238.50| PRESTRESSED CONCRETE I BEAMS, 54IN | | | 0755 616-05HP10X42 992.000 LF | 90.00000 89280.00| 84.00000 83328.00| STEEL BEARING PILES, PRE-DRILLED AND | | | DRIVEN | | | 0760 625-01(48) 65.000 LF | 1075.00000 69875.00| 881.00000 57265.00| DRILLED CAISSONS 48 IN DIAMETER | | | 0765 625-03(42) 40.000 LF | 900.00000 36000.00| 810.00000 32400.00| ROCK SOCKET 42 IN FOUNDATION | | | 0770 625-04(48) LUMP| 23000.00000 23000.00| 22000.00000 22000.00| DRILLED CAISSON TEST HOLE | | | 0771 625-05 251.000 LF | 22.00000 5522.00| 29.00000 7279.00| PREINSTALLATION CORE HOLE | | | 0775 639-01 LUMP| 10000.00000 10000.00| 11500.00000 11500.00| CONSTRUCTION LAYOUT STAKES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9803627 COUNTIES : BERKELEY LETTING DATE : 10/05/99 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 58-1401472 |(2) 55-0487806 | |APAC-VIRGINIA, INC. |ORDERS CONSTRUCTION COMPANY,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0780 679-06 LUMP| 526.00000 526.00| 3800.00000 3800.00| TEST SLAB | | | 0781 FB-1 LUMP| 77000.00000 77000.00| 64500.00000 64500.00| INSTALLATION OF UTILITY CONDUIT SYSTEM | | | 0785 626-01 BA1 6150.000 SF | 41.00000 252150.00| | RETAINING WALL, REINFORCED EARTH | | | 0790 626-02 BA2 6150.000 SF | | 74.00000 455100.00| RETAINING WALL, VSL RETAINED EARTH | | | 0795 679-02 BB1 87.000 CY | | | LATEX MODIFED PORTLAND CEMENT CONCRETE | | | OVERLAY BRIDGE DECK | | | 0800 679-04M BB2 87.000 CY | 1030.00000 89610.00| 850.00000 73950.00| MICROSILICA CONCRETE OVERLAY | | | SECTION TOTALS | $ 1,869,046.94| $ 1,921,677.32| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 SIGNING & PAVEMENT MARKINGS | | | 0805 657-06(S4X7.7 295.000 LF | 24.00000 7080.00| 25.00000 7375.00| A-441SUPPORTS, GALVANIZED | | | 0810 657-06(W6X12) 264.000 LF | 31.00000 8184.00| 33.00000 8712.00| A-441SUPPORTS, GALVANIZED | | | 0815 657-06(W 8X18 379.000 LF | 39.00000 14781.00| 41.00000 15539.00| A-441SUPPORTS, GALVANIZED | | | 0820 657-06(W10X22 318.000 LF | 46.00000 14628.00| 49.00000 15582.00| A-441SUPPORTS, GALVANIZED | | | 0825 657-08 383.000 LF | 5.00000 1915.00| 5.40000 2068.20| (2.00LB) CHANNEL POSTS | | | 0830 657-10 283.000 LF | 6.00000 1698.00| 6.00000 1698.00| (3.00LB) CHANNEL POSTS | | | 0835 657-12 160.000 LF | 9.00000 1440.00| 9.90000 1584.00| (4.00LB BACK TO BACK) CHANNEL POSTS | | | 0840 657-14 32.000 LF | 11.00000 352.00| 11.50000 368.00| (6.00LB BACK TO BACK) CHANNEL POSTS | | | 0845 657-17 49.400 CY | 790.00000 39026.00| 828.00000 40903.20| CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0850 657-18 13.000 EA | 80.00000 1040.00| 83.00000 1079.00| POST REMOVAL | | | 0855 658-01 28.800 CY | 790.00000 22752.00| 828.00000 23846.40| CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9803627 COUNTIES : BERKELEY LETTING DATE : 10/05/99 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 58-1401472 |(2) 55-0487806 | |APAC-VIRGINIA, INC. |ORDERS CONSTRUCTION COMPANY,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0860 658-02(07) 1.000 EA | 28000.00000 28000.00| 29100.00000 29100.00| OVERHEAD SIGN STRUCTURE, STEEL-ALUMINUM | | | COMBINATION | | | 0865 658-02(14) 1.000 EA | 27000.00000 27000.00| 27900.00000 27900.00| OVERHEAD SIGN STRUCTURE, STEEL-ALUMINUM | | | COMBINATION | | | 0870 658-03(53) 1.000 EA | 16000.00000 16000.00| 17000.00000 17000.00| OVERHEAD SIGN STRUCTURE, GALVANIZED | | | STEEL | | | 0875 658-03(55) 1.000 EA | 16000.00000 16000.00| 17000.00000 17000.00| OVERHEAD SIGN STRUCTURE, GALVANIZED | | | STEEL | | | 0880 659-01(7)250W LUMP| 20000.00000 20000.00| 30300.00000 30300.00| SIGN LIGHTING TYPE 3 (250W) | | | 0885 659-01(14)250 LUMP| 22000.00000 22000.00| 30100.00000 30100.00| SIGN LIGHTING TYPE 3 (250W) | | | 0890 659-01(53)250 1.000 EA | 9400.00000 9400.00| 6500.00000 6500.00| SIGN LIGHTING TYPE 3 (250W) | | | 0895 659-01(55)250 1.000 EA | 9400.00000 9400.00| 6500.00000 6500.00| SIGN LIGHTING TYPE 3 (250W) | | | 0900 661-01(1) 512.000 SF | 17.00000 8704.00| 18.20000 9318.40| (0.080),FLAT SHEET SIGNS | | | 0905 661-02 4773.000 SF | 21.50000 102619.50| 22.60000 107869.80| EXTRUDED PANEL SIGNS | | | 0910 661-04(1) 50.000 EA | 5.10000 255.00| 5.50000 275.00| DELINEATORS, REFLEX REFLECTOR ,WHITE | | | SINGLE | | | 0915 661-08 4.000 EA | 50.00000 200.00| 50.00000 200.00| DELINEATOR BRACKET, TYPE A | | | 0920 661-11 2.000 EA | 550.00000 1100.00| 220.00000 440.00| INSTALLATION OF REUSABLE SIGNS | | | 0925 661-13 48.000 EA | 29.50000 1416.00| 31.00000 1488.00| PLASTIC DELINEATOR POSTS | | | 0930 663-01-1(II)W 18200.000 LF | 0.21000 3822.00| 0.17000 3094.00| EDGE LINE, WHITE | | | 0935 663-01-1(II)Y 10100.000 LF | 0.21000 2121.00| 0.17000 1717.00| EDGE LINE, YELLOW | | | 0940 663-02-1(II)W 3740.000 LF | 0.28000 1047.20| 0.19000 710.60| LANE LINE OR CENTERLINE, WHITE | | | 0945 663-03-1(II) 9980.000 LF | 0.21000 2095.80| 0.17000 1696.60| BARRIER LINES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 001 -12 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9803627 COUNTIES : BERKELEY LETTING DATE : 10/05/99 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 58-1401472 |(2) 55-0487806 | |APAC-VIRGINIA, INC. |ORDERS CONSTRUCTION COMPANY,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0950 663-04(II) 820.000 LF | 0.32000 262.40| 0.28000 229.60| TYPE II CHANNELIZING LINES | | | 0955 663-05(V) 220.000 LF | 12.50000 2750.00| 0.12000 26.40| TYPE V, STOP LINES ,(24 IN) | | | 0960 663-07(II)Y 190.000 LF | 8.00000 1520.00| 6.00000 1140.00| TYPE II, STRIPE YELLOW (12 IN) | | | 0965 663-07(V)W 900.000 LF | 12.60000 11340.00| 12.00000 10800.00| TYPE V, STRIPES, WHITE ,(24 IN) | | | 0970 663-10(V) 22.000 EA | 190.00000 4180.00| 210.00000 4620.00| TYPE V, LANE ARROWS | | | 0975 663-11(V) 40.000 EA | 69.00000 2760.00| 72.00000 2880.00| TYPE V, LANE LETTERS | | | 0980 663-12(P-2) 285.000 EA | 29.50000 8407.50| 31.00000 8835.00| RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 415,296.40| $ 438,495.20| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 LIGHTING | | | 0985 662-02(1) 1.000 LS | 16300.00000 16300.00| 24600.00000 24600.00| GALVANIZED STEEL CONDUIT | | | 0990 662-02(2) 1.000 LS | 16000.00000 16000.00| 24600.00000 24600.00| GALVANIZED STEEL CONDUIT | | | 0995 662-06(A) 3.000 EA | 1100.00000 3300.00| 952.00000 2856.00| JUNCTION BOX | | | 1000 662-06(H18X18 11.000 EA | 780.00000 8580.00| 1255.00000 13805.00| JUNCTION BOX | | | 1005 662-07(250)W 10.000 EA | 650.00000 6500.00| 300.00000 3000.00| LUMINAIRES | | | 1010 662-08(1) 1.000 LS | 6200.00000 6200.00| 9300.00000 9300.00| CABLE | | | 1015 662-08(2) 1.000 LS | 6200.00000 6200.00| 9300.00000 9300.00| CABLE | | | 1020 662-10(40-12I 10.000 EA | 2700.00000 27000.00| 2260.00000 22600.00| LIGHTING SUPPORT, TYPE I | | | 1025 662-13(1) 1.000 LS | 5000.00000 5000.00| 6520.00000 6520.00| SERVICE AND CONTROL STATION | | | 1030 662-13(2) 1.000 LS | 5000.00000 5000.00| 6520.00000 6520.00| SERVICE AND CONTROL STATION | | | 1035 662-14 LUMP| 6000.00000 6000.00| 3410.00000 3410.00| INCIDENTAL ELECTRICAL WORK | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 001 -13 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9803627 COUNTIES : BERKELEY LETTING DATE : 10/05/99 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 58-1401472 |(2) 55-0487806 | |APAC-VIRGINIA, INC. |ORDERS CONSTRUCTION COMPANY,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1040 662-15(1) 1.000 LS | 1000.00000 1000.00| 250.00000 250.00| ELECTRICAL TESTS | | | 1045 662-15(2) 1.000 LS | 1000.00000 1000.00| 250.00000 250.00| ELECTRICAL TESTS | | | SECTION TOTALS | $ 108,080.00| $ 127,011.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 COMPUTER SYSTEM | | | 1050 640-04 LUMP| 5500.00000 5500.00| 2130.00000 2130.00| COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 5,500.00| $ 2,130.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 ON THE JOB TRAINING | | | 1055 699 2000.000 HR | 0.80000 1600.00| 0.80000 1600.00| ON JOB TRAINING | | | SECTION TOTALS | $ 1,600.00| $ 1,600.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,918,956.99| $ 6,725,556.87| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 9903782R1 COUNTIES : MARSHALL LETTING DATE : 10/05/99 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : CRESAP - MCKEFREY ROAD PROJECT(S) : U326-0002/00-010.25 00 LOCATION: 1.8 MI N CR 74 - 3.8 MI N CR 74 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 34-1421920 OHIO-WEST VIRGINIA EXCAVATING CO., INC. $ 4,297,717.20 100.0000% 2 31-4444098 ALAN STONE CO., INC. $ 4,725,027.65 109.9427% 3 55-0434699 SAVAGE CONSTRUCTION COMPANY, INC. $ 4,938,479.15 114.9093% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9903782R1 COUNTIES : MARSHALL LETTING DATE : 10/05/99 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 34-1421920 |(2) 31-4444098 |(3) 55-0434699 |OHIO-WEST VIRGINIA EXCAVATIN|ALAN STONE CO., INC. |SAVAGE CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY ITEMS | | | 0005 201-01 1.000 LS | 79500.00000 79500.00| 120000.00000 120000.00| 90000.00000 90000.00 CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 95000.00000 95000.00| 120000.00000 120000.00| 116699.00000 116699.00 MOBILIZATION | | | 0015 207-01 105458.000 CY | 5.50000 580019.00| 5.88000 620093.04| 9.19000 969159.02 UNCLASSIFIED EXCAVATION | | | 0020 207-02 5119.000 CY | 32.00000 163808.00| 35.12000 179779.28| 41.50000 212438.50 SUBGRADE | | | 0025 207-34 37390.000 SY | 0.85000 31781.50| 0.90000 33651.00| 0.85000 31781.50 FABRIC FOR SEPARATION | | | 0030 218-03 40.000 CY | 125.00000 5000.00| 200.00000 8000.00| 261.00000 10440.00 GABIONS | | | 0035 307-01 2085.000 CY | 40.00000 83400.00| 36.00000 75060.00| 41.00000 85485.00 CLASS 1 AGGREGATE BASE COURSE | | | 0040 308-01 777.000 TN | 20.00000 15540.00| 26.12000 20295.24| 23.00000 17871.00 CLASS 1 AGGREGATE BASE COURSE | | | 0045 311-06 3489.000 CY | 45.25000 157877.25| 47.88000 167053.32| 45.50000 158749.50 OPEN GRADED FREE DRAINING BASE COURSE | | | 0050 408-02 6187.000 GA | 1.25000 7733.75| 1.35000 8352.45| 1.29000 7981.23 BITUMINOUS MATERIAL | | | 0055 409-02 5324.000 GA | 1.25000 6655.00| 1.25000 6655.00| 1.29000 6867.96 BITUMINOUS MATERIAL | | | 0060 604-01(18)A2 1789.500 LF | 40.00000 71580.00| 42.00000 75159.00| 26.20000 46884.90 METALLIC COATED CORRUGATED STEEL PIPE | | | 0065 604-01(24)A2 365.000 LF | 45.00000 16425.00| 55.00000 20075.00| 34.10000 12446.50 METALLIC COATED CORRUGATED STEEL PIPE | | | 0070 604-09(24) 1.000 EA | 300.00000 300.00| 266.00000 266.00| 220.00000 220.00 END SECION FOR CORRUGATED STEEL PIPE | | | 0075 604-72(18) 2.000 EA | 350.00000 700.00| 300.00000 600.00| 428.00000 856.00 SAFETY SLOPE END SECTION FOR CSP | | | 0080 605-04 11.000 EA | 1500.00000 16500.00| 1800.00000 19800.00| 1183.00000 13013.00 TYPE B INLET | | | 0085 605-05 2.000 EA | 2000.00000 4000.00| 2400.00000 4800.00| 1621.00000 3242.00 TYPE C INLET | | | 0090 605-09 22.000 EA | 1800.00000 39600.00| 1800.00000 39600.00| 1313.00000 28886.00 TYPE G INLET | | | 0095 606-29 8967.000 LF | 6.20000 55595.40| 7.12000 63845.04| 5.20000 46628.40 FREE DRAINING BASE (FDB) TRENCH | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9903782R1 COUNTIES : MARSHALL LETTING DATE : 10/05/99 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 34-1421920 |(2) 31-4444098 |(3) 55-0434699 |OHIO-WEST VIRGINIA EXCAVATIN|ALAN STONE CO., INC. |SAVAGE CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 606-30 351.000 LF | 35.00000 12285.00| 17.00000 5967.00| 29.00000 10179.00 OUTLET PIPE | | | 0105 607-01(I) 1412.500 LF | 9.75000 13771.88| 10.00000 14125.00| 10.10000 14266.25 TYPE 1 GUARDRAIL | | | 0110 607-06 6.000 EA | 600.00000 3600.00| 900.00000 5400.00| 825.00000 4950.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0115 607-09-1 5903.000 LF | 3.37000 19893.11| 3.66000 21604.98| 3.35000 19775.05 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0120 607-25(A) 2.000 EA | 350.00000 700.00| 400.00000 800.00| 330.00000 660.00 CUT SLOPE TERMINAL, TYPE A | | | 0125 607-65 1.000 EA | 1400.00000 1400.00| 1400.00000 1400.00| 1320.00000 1320.00 FLARED END TERMINAL | | | 0130 610-06(VII) 5640.000 LF | 48.30000 272412.00| 51.00000 287640.00| 53.13000 299653.20 MEDIAN | | | 0135 633-01 94.000 SY | 66.00000 6204.00| 85.00000 7990.00| 87.45000 8220.30 CONCRETE GUTTER | | | 0140 636-07 25000.000 LF | 0.40000 10000.00| 0.43000 10750.00| 0.44000 11000.00 ERADICATION OF PAVEMENT MARKINGS | | | 0145 636-08 33000.000 LF | 0.15000 4950.00| 0.18000 5940.00| 0.17000 5610.00 TEMPORARY PAVEMENT MARKINGS-PAINT 4IN | | | SOLID LINE | | | 0150 636-11 16280.000 UN | 1.20000 19536.00| 1.06000 17256.80| 1.10000 17908.00 TRAFFIC CONTROL DEVICES | | | 0155 636-12 4.000 EA | 350.00000 1400.00| 260.00000 1040.00| 550.00000 2200.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICES | | | 0160 636-13 100.000 EA | 5.00000 500.00| 4.00000 400.00| 5.50000 550.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICES | | | 0165 636-14 1400.000 HR | 32.00000 44800.00| 35.00000 49000.00| 33.00000 46200.00 FLAGGER | | | 0170 636-17 6100.000 LF | 14.00000 85400.00| 15.00000 91500.00| 14.00000 85400.00 TEMPORARY CONCRETE BARRIERS | | | 0175 636-18 500.000 LF | 5.00000 2500.00| 5.00000 2500.00| 10.00000 5000.00 REMOVING AND RESETTING TEMPORARY | | | CONCRETE BARRIERS | | | 0180 636-25(B) 1500.000 DA | 1.55000 2325.00| 1.60000 2400.00| 1.70000 2550.00 WARNING LIGHTS | | | 0185 636-25(C) 13000.000 DA | 0.50000 6500.00| 0.52000 6760.00| 0.55000 7150.00 WARNING LIGHTS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9903782R1 COUNTIES : MARSHALL LETTING DATE : 10/05/99 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 34-1421920 |(2) 31-4444098 |(3) 55-0434699 |OHIO-WEST VIRGINIA EXCAVATIN|ALAN STONE CO., INC. |SAVAGE CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 637-01 210.000 MG | 5.00000 1050.00| 2.00000 420.00| 5.00000 1050.00 WATER FOR DUST PALLIATIVE | | | 0195 638-02 7.000 EA | 100.00000 700.00| 112.00000 784.00| 100.00000 700.00 RIGHT OF WAY MARKERS | | | 0200 639-01 LUMP| 55000.00000 55000.00| 25000.00000 25000.00| 55000.00000 55000.00 CONSTRUCTION LAYOUT STAKES | | | 0205 640-02 LUMP| 15000.00000 15000.00| 6000.00000 6000.00| 12000.00000 12000.00 SMALL FIELD OFFICE AND STORAGE BUILDING | | | 0210 640-03 LUMP| 3500.00000 3500.00| 1000.00000 1000.00| 1200.00000 1200.00 BUILDING EQUIPMENT | | | 0215 642-04-1 756.000 LB | 0.80000 604.80| 0.55000 415.80| 0.55000 415.80 TEMPORARY SEED | | | 0220 642-05-1 12.400 TN | 480.00100 5952.00| 400.00000 4960.00| 550.00000 6820.00 STRAW OR HAY MULCH | | | 0225 642-06 2.700 TN | 260.00000 702.00| 500.00000 1350.00| 770.00000 2079.00 FERTILIZER | | | 0230 642-10 9.200 TN | 60.00000 552.00| 30.00000 276.00| 27.50000 253.00 AGRICULTURAL LIMESTONE | | | 0235 642-11 239.000 EA | 3.00000 717.00| 3.00000 717.00| 10.00000 2390.00 HAY OR STRAW BALES | | | 0240 642-12 18780.000 LF | 1.00000 18780.00| 1.00000 18780.00| 2.00000 37560.00 SILT FENCE | | | 0245 652-01 7.000 TN | 60.00000 420.00| 30.00000 210.00| 27.50000 192.50 AGRICULTURAL LIMESTONE | | | 0250 652-02-1 5.300 TN | 260.00000 1378.00| 500.00000 2650.00| 275.00000 1457.50 FERTILIZER, 10-20-10 | | | 0255 652-02-2 0.990 TN | 1180.00000 1168.20| 1100.00000 1089.00| 1320.00000 1306.80 UREA FORMALDEHYDE FERTILIZER | | | 0260 652-03-05 756.000 LB | 6.20000 4687.20| 2.12000 1602.72| 2.20000 1663.20 SEED MIXTURE L | | | 0265 652-04-1 12.400 TN | 480.00000 5952.00| 488.00000 6051.20| 550.00000 6820.00 STRAW OR HAY MULCH | | | 0270 664-01(IV) 6.000 EA | 7500.00000 45000.00| 8000.00000 48000.00| 7150.00000 42900.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 0275 664-01(IV)A 2.000 EA | 1200.00000 2400.00| 2200.00000 4400.00| 1100.00000 2200.00 REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 0280 401-1(1)SG AA1 27068.000 TN | 29.30000 793092.40| 31.00000 839108.00| 29.50000 798506.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 002 -5 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9903782R1 COUNTIES : MARSHALL LETTING DATE : 10/05/99 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 34-1421920 |(2) 31-4444098 |(3) 55-0434699 |OHIO-WEST VIRGINIA EXCAVATIN|ALAN STONE CO., INC. |SAVAGE CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0285 401-1(1)S AA2 24605.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0290 401-7SG BB1 516.000 TN | 34.00000 17544.00| 36.00000 18576.00| 34.00000 17544.00 SCRATCH COURSE, STONE OR GRAVEL | | | 0295 401-7S BB2 469.000 TN | | | SCRATCH COURSE, SLAG | | | 0300 402-01(1)SG CC1 3525.000 TN | 35.65000 125666.25| 37.14000 130918.50| 35.75000 126018.75 HMA SKID PVT, (W-1) ST OR GR | | | 0305 402-01(1)S CC2 3204.000 TN | | | HMA SKID PVT, (W-1) SLAG | | | 0310 636-02SG DD1 50.000 TN | 35.00000 1750.00| 25.00000 1250.00| 20.00000 1000.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0315 636-02S DD2 45.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 3,040,807.74| $ 3,229,116.37| $ 3,521,317.86 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 PAVEMENT MARKINGS AND SIGNS | | | 0320 657-10 750.000 LF | 7.40000 5550.00| 7.12000 5340.00| 6.30000 4725.00 (3.00LB) CHANNEL POSTS | | | 0325 661-01(1) 336.010 SF | 21.00000 7056.21| 18.00000 6048.18| 18.60000 6249.79 (0.080),FLAT SHEET SIGNS | | | 0330 661-06 2.000 UN | 50.00000 100.00| 50.00000 100.00| 49.50000 99.00 DELINEATORS, AMBER NINE PER UNIT | | | 0335 663-01-1(II)W 5450.000 LF | 0.13000 708.50| 0.22000 1199.00| 0.15000 817.50 EDGE LINE, WHITE | | | 0340 663-02-1(II)W 4800.000 LF | 0.13000 624.00| 0.22000 1056.00| 0.15000 720.00 LANE LINE OR CENTERLINE, WHITE | | | 0345 663-02-1(II)Y 1650.000 LF | 0.15000 247.50| 0.22000 363.00| 0.17000 280.50 LANE LINE OR CENTERLINE YELLOW | | | 0350 663-03-1(II) 8000.000 LF | 0.13000 1040.00| 0.33000 2640.00| 0.15000 1200.00 BARRIER LINES | | | 0355 663-07(II)Y 10875.000 LF | 5.00000 54375.00| 0.22000 2392.50| 5.50000 59812.50 TYPE II, STRIPE YELLOW (12 IN) | | | 0360 663-10(V) 14.000 EA | 195.00000 2730.00| 200.00000 2800.00| 214.50000 3003.00 TYPE V, LANE ARROWS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 002 -6 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9903782R1 COUNTIES : MARSHALL LETTING DATE : 10/05/99 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 34-1421920 |(2) 31-4444098 |(3) 55-0434699 |OHIO-WEST VIRGINIA EXCAVATIN|ALAN STONE CO., INC. |SAVAGE CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 72,431.21| $ 21,938.68| $ 76,907.29 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 PILE WALLS 1 AND 2 | | | 0365 211-02 3340.000 CY | 19.00000 63460.00| 8.88000 29659.20| 42.00000 140280.00 ROCK BORROW EXCAVATION | | | 0370 614-1(W10X49) 775.000 LF | 51.50000 39912.50| 55.12000 42718.00| 81.00000 62775.00 STEEL PILES | | | 0375 614-1(W14X132 7290.000 LF | 72.00000 524880.00| 96.00000 699840.00| 75.00000 546750.00 STEEL PILES | | | 0380 614-1(W14X61) 2240.000 LF | 53.50000 119840.00| 65.00000 145600.00| 63.00000 141120.00 STEEL PILES | | | 0385 614-3(8) 14330.000 SF | 10.00000 143300.00| 12.88000 184570.40| 12.00000 171960.00 CONCRETE LAGGING | | | 0390 639-01 LUMP| 2500.00000 2500.00| 4000.00000 4000.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ 893,892.50| $ 1,106,387.60| $ 1,067,885.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 PILE WALL 3 | | | 0395 308-07 75.000 CY | 65.89000 4941.75| 50.00000 3750.00| 50.00000 3750.00 CLASS 7 AGGREGATE BASE COURSE | | | 0400 614-1(W12X120 4026.000 LF | 69.00000 277794.00| 87.50000 352275.00| 64.00000 257664.00 STEEL PILES | | | 0405 614-4 1070.000 SF | 5.00000 5350.00| 8.00000 8560.00| 6.50000 6955.00 TIMBER LAGGING | | | 0410 639-01 LUMP| 2500.00000 2500.00| 3000.00000 3000.00| 4000.00000 4000.00 CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ 290,585.75| $ 367,585.00| $ 272,369.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,297,717.20| $ 4,725,027.65| $ 4,938,479.15 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 9729307R1 COUNTIES : FAYETTE LETTING DATE : 10/05/99 10:00 A.M. DISTRICT : 09 CONTRACT DESCRIPTION : DUNLOUP BRIDGE #3 PROJECT(S) : S310-0025/00-000.71 00 LOCATION: CO. RTE. 25 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0674033 SMH CONSTRUCTION CO., INC. $ 332,541.70 100.0000% 2 55-0747124 GRANDVIEW CONSTRUCTION, INC. $ 343,548.30 103.3098% 3 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 367,567.95 110.5328% 4 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 368,127.00 110.7010% 5 61-0911548 ROBERTS CONSTRUCTION COMPANY $ 460,923.50 138.6062% 6 55-0731306 C.L. BELT CONSTRUCTION, INC. $ 493,274.85 148.3347% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9729307R1 COUNTIES : FAYETTE LETTING DATE : 10/05/99 10:00 A.M. DISTRICT : 09 SET-ASIDE : Standard ==================================================================================================================================== |(1) 55-0674033 |(2) 55-0747124 |(3) 55-0710073 |SMH CONSTRUCTION CO., INC. |GRANDVIEW CONSTRUCTION, INC.|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 201-01 1.000 LS | 3800.00000 3800.00| 850.00000 850.00| 2000.00000 2000.00 CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 20300.00000 20300.00| 13400.00000 13400.00| 11000.00000 11000.00 MOBILIZATION | | | 0015 207-01 1346.000 CY | 8.20000 11037.20| 7.20000 9691.20| 17.00000 22882.00 UNCLASSIFIED EXCAVATION | | | 0020 207-02 101.000 CY | 30.00000 3030.00| 30.00000 3030.00| 32.00000 3232.00 SUBGRADE | | | 0025 207-34 862.000 SY | 0.90000 775.80| 1.00000 862.00| 1.25000 1077.50 FABRIC FOR SEPARATION | | | 0030 307-01 131.000 CY | 30.00000 3930.00| 35.00000 4585.00| 60.00000 7860.00 CLASS 1 AGGREGATE BASE COURSE | | | 0033 308-01 15.000 TN | 30.00000 450.00| 15.50000 232.50| 60.00000 900.00 CLASS 1 AGGREGATE BASE COURSE | | | 0035 401-2(1)SG AA1 26.000 TN | 197.35000 5131.10| 196.00000 5096.00| 200.00000 5200.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0040 401-2(1)S AA2 23.400 TN | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | 0045 401-1(1)SG BB1 119.000 TN | 84.55000 10061.45| 84.00000 9996.00| 90.00000 10710.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0050 401-1(1)S BB2 107.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0055 408-02 194.000 GA | 1.40000 271.60| 1.40000 271.60| 1.25000 242.50 BITUMINOUS MATERIAL | | | 0060 409-02 415.000 GA | 1.40000 581.00| 1.40000 581.00| 1.25000 518.75 BITUMINOUS MATERIAL | | | 0062 502-01(12I) 148.000 SY | 136.75000 20239.00| 130.00000 19240.00| 160.00000 23680.00 PORTLAND CEMENT CONCRETE APPROACH SLAB | | | 0065 604-01(12)A2 36.000 LF | 26.85000 966.60| 60.00000 2160.00| 36.00000 1296.00 METALLIC COATED CORRUGATED STEEL PIPE | | | 0070 604-01(15)A2 53.000 LF | 28.90000 1531.70| 62.00000 3286.00| 52.00000 2756.00 METALLIC COATED CORRUGATED STEEL PIPE | | | 0075 604-09(12) 1.000 EA | 109.85000 109.85| 350.00000 350.00| 150.00000 150.00 END SECION FOR CORRUGATED STEEL PIPE | | | 0080 605-04 1.000 EA | 1761.90000 1761.90| 1700.00000 1700.00| 1200.00000 1200.00 TYPE B INLET | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9729307R1 COUNTIES : FAYETTE LETTING DATE : 10/05/99 10:00 A.M. DISTRICT : 09 SET-ASIDE : Standard ==================================================================================================================================== |(1) 55-0674033 |(2) 55-0747124 |(3) 55-0710073 |SMH CONSTRUCTION CO., INC. |GRANDVIEW CONSTRUCTION, INC.|TEAYS RIVER CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0085 607-01(II) 240.000 LF | 44.00000 10560.00| 43.00000 10320.00| 45.00000 10800.00 TYPE 1 GUARDRAIL | | | 0090 636-09 400.000 LF | 1.70000 680.00| 1.15000 460.00| 1.00000 400.00 TEMPORARY PAVEMENT MARKINGS-TAPE 4 IN | | | SOLID LINE | | | 0095 636-11 3960.000 UN | 0.01000 39.60| 1.00000 3960.00| 0.01000 39.60 TRAFFIC CONTROL DEVICES | | | 0100 636-14 50.000 HR | 36.40000 1820.00| 40.00000 2000.00| 40.00000 2000.00 FLAGGER | | | 0103 636-23(01) 1.000 LS | 13800.00000 13800.00| 13700.00000 13700.00| 15000.00000 15000.00 TEMPORARY TRAFFIC SIGNAL | | | 0105 636-25(B) 360.000 DA | 1.70000 612.00| 1.00000 360.00| 0.01000 3.60 WARNING LIGHTS | | | 0110 638-02 10.000 EA | 39.90000 399.00| 45.00000 450.00| 25.00000 250.00 RIGHT OF WAY MARKERS | | | 0115 639-01 LUMP| 3545.00000 3545.00| 785.00000 785.00| 500.00000 500.00 CONSTRUCTION LAYOUT STAKES | | | 0120 640-02 LUMP| 6400.00000 6400.00| 7225.00000 7225.00| 5000.00000 5000.00 SMALL FIELD OFFICE AND STORAGE BUILDING | | | SECTION TOTALS | $ 121,832.80| $ 114,591.30| $ 128,697.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE | | | 0125 203-01 LUMP| 10750.00000 10750.00| 9500.00000 9500.00| 7000.00000 7000.00 DISMANTLING STRUCTURES | | | 0130 211-02 104.000 CY | 30.95000 3218.80| 46.75000 4862.00| 45.00000 4680.00 ROCK BORROW EXCAVATION | | | 0135 212-01 115.000 CY | 26.05000 2995.75| 22.50000 2587.50| 70.00000 8050.00 STRUCTURE EXCAVATION | | | 0140 212-02 151.000 CY | 46.75000 7059.25| 30.00000 4530.00| 70.00000 10570.00 WET EXCAVATION | | | 0145 212-05 35.000 CY | 63.85000 2234.75| 70.00000 2450.00| 100.00000 3500.00 SELECT MATERIAL FOR BACKFILLING | | | 0150 601-02 156.000 CY | 295.15000 46043.40| 372.00000 58032.00| 435.00000 67860.00 CLASS B CONCRETE | | | 0155 601-03 71.000 CY | 867.10000 61564.10| 750.00000 53250.00| 825.00000 58575.00 CLASS K CONCRETE | | | 0160 602-01 8735.000 LB | 0.65000 5677.75| 0.30000 2620.50| 1.00000 8735.00 REINFORCING STEEL BARS | | | 0165 602-02 14150.000 LB | 0.70000 9905.00| 0.40000 5660.00| 1.00000 14150.00 EPOXY COATED REINFORCING STEELBARS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9729307R1 COUNTIES : FAYETTE LETTING DATE : 10/05/99 10:00 A.M. DISTRICT : 09 SET-ASIDE : Standard ==================================================================================================================================== |(1) 55-0674033 |(2) 55-0747124 |(3) 55-0710073 |SMH CONSTRUCTION CO., INC. |GRANDVIEW CONSTRUCTION, INC.|TEAYS RIVER CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 603-01 226.000 LF | 118.85000 26860.10| 150.00000 33900.00| 125.00000 28250.00 PRESTRESSED CONCRETE BEAMS | | | 0175 636-05 1.000 LS | 31100.00000 31100.00| 50000.00000 50000.00| 27000.00000 27000.00 TEMPORARY STRUCTURES FOR MAINTAINING | | | TRAFFIC | | | 0180 639-01 LUMP| 3300.00000 3300.00| 1565.00000 1565.00| 500.00000 500.00 CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ 210,708.90| $ 228,957.00| $ 238,870.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 332,541.70| $ 343,548.30| $ 367,567.95 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 003 -5 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9729307R1 COUNTIES : FAYETTE LETTING DATE : 10/05/99 10:00 A.M. DISTRICT : 09 SET-ASIDE : Standard ==================================================================================================================================== |(4) 62-1345425 |(5) 61-0911548 |(6) 55-0731306 |BILCO CONSTRUCTION COMPANY, |ROBERTS CONSTRUCTION COMPANY|C.L. BELT CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201-01 1.000 LS | 25000.00000 25000.00| 30000.00000 30000.00| 35000.00000 35000.00 CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 12000.00000 12000.00| 24000.00000 24000.00| 12000.00000 12000.00 MOBILIZATION | | | 0015 207-01 1346.000 CY | 8.00000 10768.00| 14.00000 18844.00| 16.00000 21536.00 UNCLASSIFIED EXCAVATION | | | 0020 207-02 101.000 CY | 38.00000 3838.00| 55.00000 5555.00| 44.00000 4444.00 SUBGRADE | | | 0025 207-34 862.000 SY | 1.50000 1293.00| 3.00000 2586.00| 2.50000 2155.00 FABRIC FOR SEPARATION | | | 0030 307-01 131.000 CY | 38.00000 4978.00| 45.00000 5895.00| 44.00000 5764.00 CLASS 1 AGGREGATE BASE COURSE | | | 0033 308-01 15.000 TN | 24.00000 360.00| 130.00000 1950.00| 100.00000 1500.00 CLASS 1 AGGREGATE BASE COURSE | | | 0035 401-2(1)SG AA1 26.000 TN | 185.00000 4810.00| 180.00000 4680.00| 88.00000 2288.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0040 401-2(1)S AA2 23.400 TN | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | 0045 401-1(1)SG BB1 119.000 TN | 85.00000 10115.00| 128.00000 15232.00| 88.00000 10472.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0050 401-1(1)S BB2 107.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0055 408-02 194.000 GA | 1.50000 291.00| 2.00000 388.00| 1.65000 320.10 BITUMINOUS MATERIAL | | | 0060 409-02 415.000 GA | 1.50000 622.50| 2.00000 830.00| 1.65000 684.75 BITUMINOUS MATERIAL | | | 0062 502-01(12I) 148.000 SY | 130.00000 19240.00| 145.00000 21460.00| 150.00000 22200.00 PORTLAND CEMENT CONCRETE APPROACH SLAB | | | 0065 604-01(12)A2 36.000 LF | 50.00000 1800.00| 50.00000 1800.00| 60.00000 2160.00 METALLIC COATED CORRUGATED STEEL PIPE | | | 0070 604-01(15)A2 53.000 LF | 55.00000 2915.00| 60.00000 3180.00| 68.50000 3630.50 METALLIC COATED CORRUGATED STEEL PIPE | | | 0075 604-09(12) 1.000 EA | 250.00000 250.00| 300.00000 300.00| 250.00000 250.00 END SECION FOR CORRUGATED STEEL PIPE | | | 0080 605-04 1.000 EA | 2000.00000 2000.00| 3000.00000 3000.00| 3000.00000 3000.00 TYPE B INLET | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 003 -6 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9729307R1 COUNTIES : FAYETTE LETTING DATE : 10/05/99 10:00 A.M. DISTRICT : 09 SET-ASIDE : Standard ==================================================================================================================================== |(4) 62-1345425 |(5) 61-0911548 |(6) 55-0731306 |BILCO CONSTRUCTION COMPANY, |ROBERTS CONSTRUCTION COMPANY|C.L. BELT CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0085 607-01(II) 240.000 LF | 44.00000 10560.00| 43.00000 10320.00| 43.00000 10320.00 TYPE 1 GUARDRAIL | | | 0090 636-09 400.000 LF | 1.75000 700.00| 5.50000 2200.00| 1.65000 660.00 TEMPORARY PAVEMENT MARKINGS-TAPE 4 IN | | | SOLID LINE | | | 0095 636-11 3960.000 UN | 0.75000 2970.00| 1.75000 6930.00| 1.50000 5940.00 TRAFFIC CONTROL DEVICES | | | 0100 636-14 50.000 HR | 40.00000 2000.00| 38.00000 1900.00| 40.00000 2000.00 FLAGGER | | | 0103 636-23(01) 1.000 LS | 13500.00000 13500.00| 12000.00000 12000.00| 14000.00000 14000.00 TEMPORARY TRAFFIC SIGNAL | | | 0105 636-25(B) 360.000 DA | 2.50000 900.00| 4.00000 1440.00| 2.50000 900.00 WARNING LIGHTS | | | 0110 638-02 10.000 EA | 100.00000 1000.00| 100.00000 1000.00| 50.00000 500.00 RIGHT OF WAY MARKERS | | | 0115 639-01 LUMP| 3500.50000 3500.50| 8500.00000 8500.00| 7500.00000 7500.00 CONSTRUCTION LAYOUT STAKES | | | 0120 640-02 LUMP| 4000.00000 4000.00| 7500.00000 7500.00| 7200.00000 7200.00 SMALL FIELD OFFICE AND STORAGE BUILDING | | | SECTION TOTALS | $ 139,411.00| $ 191,490.00| $ 176,424.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE | | | 0125 203-01 LUMP| 25000.00000 25000.00| 20000.00000 20000.00| 31250.00000 31250.00 DISMANTLING STRUCTURES | | | 0130 211-02 104.000 CY | 40.00000 4160.00| 65.00000 6760.00| 42.00000 4368.00 ROCK BORROW EXCAVATION | | | 0135 212-01 115.000 CY | 25.00000 2875.00| 28.00000 3220.00| 36.00000 4140.00 STRUCTURE EXCAVATION | | | 0140 212-02 151.000 CY | 30.00000 4530.00| 45.00000 6795.00| 230.00000 34730.00 WET EXCAVATION | | | 0145 212-05 35.000 CY | 90.00000 3150.00| 90.00000 3150.00| 80.00000 2800.00 SELECT MATERIAL FOR BACKFILLING | | | 0150 601-02 156.000 CY | 410.00000 63960.00| 500.00000 78000.00| 655.00000 102180.00 CLASS B CONCRETE | | | 0155 601-03 71.000 CY | 500.00000 35500.00| 600.00000 42600.00| 760.00000 53960.00 CLASS K CONCRETE | | | 0160 602-01 8735.000 LB | 0.65000 5677.75| 0.60000 5241.00| 0.80000 6988.00 REINFORCING STEEL BARS | | | 0165 602-02 14150.000 LB | 0.75000 10612.50| 0.85000 12027.50| 0.95000 13442.50 EPOXY COATED REINFORCING STEELBARS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 003 -7 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9729307R1 COUNTIES : FAYETTE LETTING DATE : 10/05/99 10:00 A.M. DISTRICT : 09 SET-ASIDE : Standard ==================================================================================================================================== |(4) 62-1345425 |(5) 61-0911548 |(6) 55-0731306 |BILCO CONSTRUCTION COMPANY, |ROBERTS CONSTRUCTION COMPANY|C.L. BELT CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 603-01 226.000 LF | 125.00000 28250.00| 140.00000 31640.00| 167.00000 37742.00 PRESTRESSED CONCRETE BEAMS | | | 0175 636-05 1.000 LS | 42000.00000 42000.00| 45000.00000 45000.00| 21250.00000 21250.00 TEMPORARY STRUCTURES FOR MAINTAINING | | | TRAFFIC | | | 0180 639-01 LUMP| 3000.75000 3000.75| 15000.00000 15000.00| 4000.00000 4000.00 CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ 228,716.00| $ 269,433.50| $ 316,850.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 368,127.00| $ 460,923.50| $ 493,274.85 ====================================================================================================================================