1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 9725802 COUNTIES : RALEIGH LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : HARPER ROAD INTERCHANGE IMPROVEMENTS PROJECT(S) : U341-0003/00-035.59 00 0STP 0003 086 E00 LOCATION: WV 3, CO 11 - CO 6/3 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 3,794,043.42 100.0000% 2 31-1316393 AHERN & ASSOCIATES $ 4,030,000.00 106.2191% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9725802 COUNTIES : RALEIGH LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 |(2) 31-1316393 | |ORDERS 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 | 83400.00000 83400.00| 396058.45000 396058.45| CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 6600.00000 6600.00| 3500.00000 3500.00| BUILDING DEMOLITION NUMBER, 01 | | | 0015 204001-000 LUMP| 210000.00000 210000.00| 120800.00000 120800.00| MOBILIZATION | | | 0020 207001-001 13004.000 CY | 19.00000 247076.00| 10.25000 133291.00| UNCLASSIFIED EXCAVATION | | | 0025 207034-000 40175.000 SY | 0.75000 30131.25| 0.93000 37362.75| FABRIC FOR SEPARATION | | | 0030 211001-000 10831.000 CY | 17.25000 186834.75| 12.00000 129972.00| UNCLASSIFIED BORROW EXCAVATION | | | 0035 211002-000 2832.000 CY | 31.00000 87792.00| 33.00000 93456.00| ROCK BORROW EXCAVATION | | | 0040 307001-000 3922.000 CY | 117.00000 458874.00| 33.00000 129426.00| AGGREGATE BASE COURSE, CLASS I | | | 0050 408002-001 12211.000 GA | 0.50000 6105.50| 0.50000 6105.50| BITUMINOUS MATERIAL | | | 0060 415005-001 272.000 SY | 16.00000 4352.00| 18.00000 4896.00| REMOVE EXISTING PAVEMENT SURFACE | | | 0062 501005-006 357.000 SY | 78.00000 27846.00| 44.00000 15708.00| 6 INCH NON-REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0065 601002-001 1.300 CY | 1900.00000 2470.00| 3450.00000 4485.00| CLASS B CONCRETE | | | 0070 605001-001 5.000 EA | 3300.00000 16500.00| 2750.00000 13750.00| TYPE A MANHOLE | | | 0075 605004-001 9.000 EA | 2600.00000 23400.00| 2100.00000 18900.00| TYPE B INLET | | | 0080 605009-001 1.000 EA | 3100.00000 3100.00| 3000.00000 3000.00| TYPE G INLET | | | 0085 605012-001 1.000 EA | 1300.00000 1300.00| 1000.00000 1000.00| ADJUST INLET TYPE MISCELLANEOUS | | | 0090 605015-001 1.000 EA | 1300.00000 1300.00| 1000.00000 1000.00| ADJUST MANHOLE TYPE MISCELLANEOUS | | | 0095 606022-001 107.000 CY | 80.00000 8560.00| 25.00000 2675.00| CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9725802 COUNTIES : RALEIGH LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 |(2) 31-1316393 | |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 606025-002 1624.000 LF | 10.00000 16240.00| 11.40000 18513.60| 4 INCH UNDERDRAIN PIPE | | | 0105 607001-001 1553.000 LF | 9.50000 14753.50| 10.00000 15530.00| TYPE 1 GUARDRAIL, CLASS I | | | 0110 607006-001 4.000 EA | 7.30000 29.20| 805.00000 3220.00| THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0115 607009-001 1191.000 LF | 4.40000 5240.40| 4.50000 5359.50| TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0120 607030-001 1.000 EA | 430.00000 430.00| 350.00000 350.00| SPECIAL TRAILING END TERMINAL | | | 0125 607035-001 10.000 EA | 35.00000 350.00| 78.00000 780.00| GUARDRAIL ELEMENT | | | 0135 607038-001 50.000 EA | 6.60000 330.00| 12.00000 600.00| STEEL GUARDRAIL BLOCK | | | 0140 607042-001 50.000 EA | 16.00000 800.00| 23.00000 1150.00| 6 FT STEEL POST | | | 0145 607065-001 6.000 EA | 1200.00000 7200.00| 1300.00000 7800.00| FLARED END TERMINAL | | | 0150 608002-001 740.000 LF | 8.30000 6142.00| 9.40000 6956.00| 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0155 610001-002 308.000 LF | 53.00000 16324.00| 48.00000 14784.00| PLAIN CONCRETE CURBING, TYPE II | | | 0160 610002-003 173.000 LF | 45.00000 7785.00| 20.50000 3546.50| INTEGRAL CONCRETE CURBING, TYPE III | | | 0165 610003-002 1981.000 LF | 47.00000 93107.00| 35.00000 69335.00| COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE II , MODIFIED | | | 0170 610003-004 437.000 LF | 46.00000 20102.00| 47.00000 20539.00| COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE IV , MODIFIED | | | 0172 630002-001 9.000 CY | 1800.00000 16200.00| 715.00000 6435.00| NEW STONE MASONRY | | | 0175 636007-001 12000.000 LF | 0.40000 4800.00| 0.40000 4800.00| ERADICATION OF PAVEMENT MARKING | | | 0180 636008-001 8000.000 LF | 1.00000 8000.00| 0.32000 2560.00| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0185 636009-001 28600.000 LF | 0.99000 28314.00| 1.00000 28600.00| TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9725802 COUNTIES : RALEIGH LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 |(2) 31-1316393 | |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 636011-001 45632.000 UN | 0.86000 39243.52| 0.85000 38787.20| TRAFFIC CONTROL DEVICE | | | 0195 636012-010 5.000 EA | 200.00000 1000.00| 200.00000 1000.00| PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0200 636013-001 300.000 EA | 3.00000 900.00| 3.00000 900.00| INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0205 636014-001 840.000 HR | 54.00000 45360.00| 40.00000 33600.00| FLAGGER | | | 0210 636017-001 4300.000 LF | 15.00000 64500.00| 12.50000 53750.00| TEMPORARY CONCRETE BARRIER | | | 0215 636018-001 3800.000 LF | 4.50000 17100.00| 1.10000 4180.00| REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0220 636023-001 1.000 LS | 5900.00000 5900.00| 7500.00000 7500.00| TEMPORARY TRAFFIC SIGNAL 02 | | | 0225 636025-001 4228.000 DA | 1.30000 5496.40| 1.25000 5285.00| WARNING LIGHTS, TYPE B | | | 0230 636025-001 18500.000 DA | 0.36000 6660.00| 0.36000 6660.00| WARNING LIGHTS, TYPE C | | | 0235 637001-001 75.000 MG | 21.00000 1575.00| 52.00000 3900.00| WATER FOR DUST PALLIATIVE | | | 0240 638002-001 28.000 EA | 56.00000 1568.00| 45.00000 1260.00| RIGHT OF WAY MARKER | | | 0245 639001-001 LUMP| 42800.00000 42800.00| 35000.00000 35000.00| CONSTRUCTION LAYOUT STAKE | | | 0250 640001-001 7.000 MO | 1200.00000 8400.00| 2300.00000 16100.00| STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0255 640003-001 LUMP| 1400.00000 1400.00| 1300.00000 1300.00| BUILDING EQUIPMENT | | | 0260 642001-001 7125.000 LF | 0.47000 3348.75| 0.50000 3562.50| TEMPORARY BERM | | | 0265 642002-001 135.000 LF | 28.00000 3780.00| 14.50000 1957.50| SLOPE DRAIN | | | 0270 642004-001 236.000 LB | 1.50000 354.00| 1.50000 354.00| SEED MIXTURE, TEMPORARY | | | 0275 642004-002 87.000 LB | 6.00000 522.00| 6.00000 522.00| SEED MIXTURE, B | | | 0280 642004-003 197.000 LB | 8.10000 1595.70| 8.00000 1576.00| SEED MIXTURE, D | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9725802 COUNTIES : RALEIGH LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 |(2) 31-1316393 | |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0285 642005-001 3.000 TN | 1500.00000 4500.00| 1475.00000 4425.00| MULCH, STRAW OR HAY | | | 0290 642006-001 1.000 TN | 450.00000 450.00| 450.00000 450.00| FERTILIZER | | | 0295 642007-001 540.000 SY | 3.00000 1620.00| 3.00000 1620.00| FIBER MATTING | | | 0300 642008-001 200.000 LF | 67.00000 13400.00| 8.00000 1600.00| TEMPORARY PIPE | | | 0305 642009-001 5620.000 LF | 1.80000 10116.00| 0.35000 1967.00| CONTOUR DITCH | | | 0310 642010-001 3.000 TN | 65.00000 195.00| 65.00000 195.00| AGRICULTURAL LIMESTONE | | | 0315 642012-001 9500.000 LF | 2.70000 25650.00| 2.10000 19950.00| SILT FENCE | | | 0320 642031-001 16.000 EA | 280.00000 4480.00| 87.00000 1392.00| DITCH CHECK | | | 0325 642032-001 17.000 EA | 430.00000 7310.00| 160.00000 2720.00| CHECK DAM | | | 0335 642036-001 1000.000 CY | 11.00000 11000.00| 4.90000 4900.00| SEDIMENT REMOVAL | | | 0340 652001-001 1.000 TN | 65.00000 65.00| 65.00000 65.00| AGRICULTURAL LIMESTONE | | | 0345 652002-001 1.600 TN | 550.00000 880.00| 550.00000 880.00| FERTILIZER, 10-20-10 | | | 0350 652002-002 0.600 TN | 1000.00000 600.00| 1000.00000 600.00| FERTILIZER, UREA FORMALDEHYDE | | | 0355 652003-001 87.000 LB | 6.00000 522.00| 6.00000 522.00| SEED MIXTURES, B, C-1, OR C-2 | | | 0360 652003-002 197.000 LB | 8.10000 1595.70| 8.00000 1576.00| SEED MIXTURE, D | | | 0365 652004-001 8.000 TN | 590.00000 4720.00| 590.00000 4720.00| STRAW OR HAY MULCH | | | 0370 664001-008 3.000 EA | 4300.00000 12900.00| 4000.00000 12000.00| IMPACT ATTENUATING DEVICE, TYPE IV | | | 0375 664001-009 5.000 EA | 900.00000 4500.00| 1000.00000 5000.00| REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 0377 681001-001 LUMP| 4500.00000 4500.00| 2100.00000 2100.00| ASBESTOS ABATEMENT, NUMBER 01 | | | 0383 307005-001 AA1 1014.000 TN | 22.00000 22308.00| 22.00000 22308.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS III | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9725802 COUNTIES : RALEIGH LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 |(2) 31-1316393 | |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0384 307005-002 AA2 925.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS III | | | 0385 401001-011 AB1 21063.000 TN | 20.00000 421260.00| 45.00000 947835.00| SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0390 401001-012 AB2 19169.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0395 401007-011 AC1 1099.000 TN | 50.00000 54950.00| 50.00000 54950.00| SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL 1 | | | 0400 401007-012 AC2 1000.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, SLAG 1 | | | 0405 402001-011 AD1 3512.000 TN | 50.00000 175600.00| 50.00000 175600.00| SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 1 | | | 0410 402001-012 AD2 3194.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 1 | | | 0415 604037-016 AE1 1074.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0420 604071-016 AE1 2.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0425 604002-016 AE2 1074.000 LF | 82.00000 88068.00| 60.00000 64440.00| 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0430 604072-116 AE2 2.000 EA | 480.00000 960.00| 500.00000 1000.00| 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0435 636002-001 AF1 400.000 TN | 20.00000 8000.00| 21.00000 8400.00| AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0440 636002-002 AF2 364.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9725802 COUNTIES : RALEIGH LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 |(2) 31-1316393 | |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 2,783,441.67| $ 2,884,653.50| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 RETAINING WALL | | | 0445 626002-001 AG1 2830.000 SF | | 70.00000 198100.00| MSE RETAINING WALL, RETAINED EARTH | | | 0450 626002-002 AG2 2830.000 SF | 83.00000 234890.00| | MSE RETAINING WALL, REINFORCED EARTH | | | 0455 626002-003 AG3 2830.000 SF | | | MSE RETAINING WALL, ISOGRID , BY NEEL | | | CO. | | | SECTION TOTALS | $ 234,890.00| $ 198,100.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 BRIDGE #3035 | | | 0460 601046-001 2.000 EA | 2000.00000 4000.00| 1335.00000 2670.00| MODIFIED CONCRETE END POST | | | 0465 627017-001 188.000 LF | 66.00000 12408.00| 47.00000 8836.00| INSTALL SILICONE EXPANSION JOINT SYSTEM | | | 0470 679002-001 83.000 CY | 1200.00000 99600.00| 1100.00000 91300.00| SPECIALIZED CONCRETE OVERLAY | | | 0475 679003-001 1989.000 SY | 25.00000 49725.00| 84.00000 167076.00| REMOVAL OF EXISTING DECK SURFACE | | | 0480 679006-001 LUMP| 3200.00000 3200.00| 500.00000 500.00| TEST SLAB | | | SECTION TOTALS | $ 168,933.00| $ 270,382.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 SIGNING & PAVEMENT MARKINGS | | | 0485 657006-001 213.000 LF | 17.00000 3621.00| 17.10000 3642.30| S4X7.7, A-441 SUPPORT, GALVANIZED | | | 0490 657006-005 119.000 LF | 21.00000 2499.00| 21.30000 2534.70| W6X12, A-441 SUPPORT, GALVANIZED | | | 0495 657008-001 38.000 LF | 4.50000 171.00| 4.50000 171.00| 2.00 LB CHANNEL POST | | | 0500 657010-001 246.000 LF | 5.50000 1353.00| 5.50000 1353.00| 3.00 LB CHANNEL POST | | | 0505 657017-001 8.000 CY | 860.00000 6880.00| 850.00000 6800.00| CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9725802 COUNTIES : RALEIGH LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 |(2) 31-1316393 | |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0510 657018-001 8.000 EA | 130.00000 1040.00| 125.00000 1000.00| POST REMOVAL | | | 0512 657019-001 1.000 EA | 1000.00000 1000.00| 1000.00000 1000.00| PIPE POST | | | 0515 658001-001 22.000 CY | 760.00000 16720.00| 750.00000 16500.00| CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 0520 658002-001 1.000 EA | 31200.00000 31200.00| 34500.00000 34500.00| OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION , 03 | | | 0525 658003-001 1.000 EA | 12300.00000 12300.00| 13500.00000 13500.00| OVERHEAD SIGN, GALVANIZED STEEL , 01 | | | 0530 658003-001 1.000 EA | 11200.00000 11200.00| 12400.00000 12400.00| OVERHEAD SIGN, GALVANIZED STEEL , 02 | | | 0535 658003-001 1.000 EA | 11200.00000 11200.00| 12400.00000 12400.00| OVERHEAD SIGN, GALVANIZED STEEL , 04 | | | 0540 659001-001 LUMP| 5300.00000 5300.00| 5200.00000 5200.00| SIGN LIGHTING, TYPE 3 (250W), 01 | | | 0545 659001-001 LUMP| 4800.00000 4800.00| 4100.00000 4100.00| SIGN LIGHTING, TYPE 3 (250W), 02 | | | 0550 659001-001 LUMP| 7800.00000 7800.00| 8000.00000 8000.00| SIGN LIGHTING, TYPE 3 (250W), 03 | | | 0555 659001-001 LUMP| 4800.00000 4800.00| 3900.00000 3900.00| SIGN LIGHTING, TYPE 3 (250W), 04 | | | 0560 661001-001 174.000 SF | 14.00000 2436.00| 14.00000 2436.00| 0.080 IN FLAT SHEET SIGN | | | 0565 661002-001 846.000 SF | 17.00000 14382.00| 17.50000 14805.00| EXTRUDED PANEL SIGN | | | 0570 661006-001 1.000 UN | 40.00000 40.00| 55.00000 55.00| DELINEATOR, NINE PER UNIT, AMBER | | | 0575 661011-001 35.000 EA | 71.00000 2485.00| 75.00000 2625.00| INSTALLATION OF REUSABLE SIGN | | | 0580 663001-004 9645.000 LF | 0.25000 2411.25| 0.25000 2411.25| EDGE LINE, TYPE II , WHITE | | | 0585 663001-004 750.000 LF | 0.25000 187.50| 0.25000 187.50| EDGE LINE, TYPE II , YELLOW | | | 0590 663002-005 3000.000 LF | 0.35000 1050.00| 0.35000 1050.00| LANE LINE OR CENTERLINE, TYPE II , WHITE| | | 0595 663002-005 850.000 LF | 0.35000 297.50| 0.35000 297.50| LANE LINE OR CENTERLINE, TYPE II , | | | YELLOW | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9725802 COUNTIES : RALEIGH LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 |(2) 31-1316393 | |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0600 663003-005 7470.000 LF | 0.25000 1867.50| 0.25000 1867.50| BARRIER LINE, TYPE II | | | 0605 663004-004 2495.000 LF | 0.50000 1247.50| 0.50000 1247.50| CHANNELIZING LINE, TYPE II | | | 0610 663005-010 530.000 LF | 12.00000 6360.00| 11.75000 6227.50| STOP LINE, TYPE V | | | 0615 663007-010 680.000 LF | 6.00000 4080.00| 5.50000 3740.00| STRIPE, TYPE V , WHITE | | | 0620 663007-010 885.000 LF | 5.90000 5221.50| 5.75000 5088.75| STRIPE, TYPE V , YELLOW | | | 0625 663010-010 43.000 EA | 160.00000 6880.00| 150.00000 6450.00| LANE ARROW, TYPE V | | | 0630 663011-010 60.000 EA | 60.00000 3600.00| 50.00000 3000.00| LANE LETTER, TYPE V | | | 0635 663012-026 60.000 EA | 20.00000 1200.00| 20.00000 1200.00| RAISED PAVEMENT MARKER, TYPE C-6R | | | SECTION TOTALS | $ 175,629.75| $ 179,689.50| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 LIGHTING | | | 0640 662002-001 LUMP| 52900.00000 52900.00| 50000.00000 50000.00| GALVANIZED STEEL CONDUIT | | | 0645 662006-001 1.000 EA | 760.00000 760.00| 700.00000 700.00| JUNCTION BOX, TYPE A | | | 0650 662006-001 17.000 EA | 1100.00000 18700.00| 1250.00000 21250.00| JUNCTION BOX, TYPE H | | | 0655 662007-001 21.000 EA | 330.00000 6930.00| 310.00000 6510.00| LUMINAIRE, 250 WATT | | | 0660 662008-001 1.000 LS | 12600.00000 12600.00| 23800.00000 23800.00| CABLE, 01 | | | 0665 662010-001 18.000 EA | 2700.00000 48600.00| 2900.00000 52200.00| LIGHTING SUPPORT, TYPE I, 40-12 | | | 0670 662013-001 LUMP| 6000.00000 6000.00| 4500.00000 4500.00| SERVICE AND CONTROL STATION, 01 | | | 0675 662014-001 LUMP| 2100.00000 2100.00| 1400.00000 1400.00| INCIDENTAL ELECTRICAL WORK | | | 0680 662015-001 1.000 LS | 910.00000 910.00| 640.00000 640.00| ELECTRICAL TEST, 01 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9725802 COUNTIES : RALEIGH LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 |(2) 31-1316393 | |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 149,500.00| $ 161,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 SIGNALS | | | 0685 636023-001 1.000 LS | 6400.00000 6400.00| 10000.00000 10000.00| TEMPORARY TRAFFIC SIGNAL 01 | | | 0690 660001-001 LUMP| 12600.00000 12600.00| 10800.00000 10800.00| SIGNAL CONTROLLER 07 | | | 0695 660002-005 6.000 EA | 150.00000 900.00| 195.00000 1170.00| TRAFFIC DETECTOR, LPS-C | | | 0700 660003-006 91.000 EA | 200.00000 18200.00| 325.00000 29575.00| SIGNAL SECTION, V-12 | | | 0705 660003-007 52.000 EA | 76.00000 3952.00| 180.00000 9360.00| SIGNAL SECTION, INSTALLATION ONLY, V-12 | | | 0710 660004-040 2.000 EA | 8000.00000 16000.00| 5900.00000 11800.00| SIGNAL SUPPORT, C1 | | | 0715 660004-041 5.000 EA | 5000.00000 25000.00| 3600.00000 18000.00| SIGNAL SUPPORT, INSTALLATION ONLY, C1 | | | 0720 660004-042 1.000 EA | 8500.00000 8500.00| 8600.00000 8600.00| SIGNAL SUPPORT, C1L | | | 0725 660005-010 15.000 EA | 830.00000 12450.00| 1020.00000 15300.00| JUNCTION BOX, TYPE H | | | 0730 660005-011 1.000 EA | 860.00000 860.00| 860.00000 860.00| ADJ JUNCTION BOX, TYPE H | | | 0735 660006-001 LUMP| 12600.00000 12600.00| 11400.00000 11400.00| SIGNAL INTERCONNECT | | | 0740 660007-001 LUMP| 12800.00000 12800.00| 14300.00000 14300.00| MISCELLANEOUS SIGNAL 01 | | | 0745 660007-001 LUMP| 18900.00000 18900.00| 20500.00000 20500.00| MISCELLANEOUS SIGNAL 02 | | | 0750 660007-001 LUMP| 12300.00000 12300.00| 16100.00000 16100.00| MISCELLANEOUS SIGNAL 03 | | | 0755 660007-001 LUMP| 5500.00000 5500.00| 9000.00000 9000.00| MISCELLANEOUS SIGNAL 04 | | | 0760 660007-001 LUMP| 17900.00000 17900.00| 21500.00000 21500.00| MISCELLANEOUS SIGNAL 05 | | | 0765 660007-001 LUMP| 500.00000 500.00| 1800.00000 1800.00| MISCELLANEOUS SIGNAL 06 | | | 0770 660007-001 LUMP| 14100.00000 14100.00| 15600.00000 15600.00| MISCELLANEOUS SIGNAL 07 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9725802 COUNTIES : RALEIGH LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 |(2) 31-1316393 | |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0775 660007-001 LUMP| 5600.00000 5600.00| 10900.00000 10900.00| MISCELLANEOUS SIGNAL 08 | | | 0780 660017-001 LUMP| 100.00000 100.00| 2700.00000 2700.00| INTERSECTION PHONE SYSTEM | | | SECTION TOTALS | $ 205,162.00| $ 239,265.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 SANITARY SEWER RELOCATION | | | 0785 639001-001 LUMP| 3100.00000 3100.00| 15000.00000 15000.00| CONSTRUCTION LAYOUT STAKE | | | 0790 675007-018 540.000 LF | 29.00000 15660.00| 30.00000 16200.00| 4 INCH PLASTIC SEWER PIPE | | | 0795 675007-022 393.000 LF | 35.00000 13755.00| 40.00000 15720.00| 8 INCH PLASTIC SEWER PIPE | | | 0800 675014-001 1.000 EA | 3300.00000 3300.00| 2800.00000 2800.00| MANHOLE COMPLETE, INCLUDING CASTING | | | 0805 675021-240 84.000 LF | 93.00000 7812.00| 160.00000 13440.00| 10 INCH STEEL CASING PIPE, THICKNESS | | | 0.19 IN. | | | 0810 675021-300 118.000 LF | 230.00000 27140.00| 225.00000 26550.00| 16 INCH STEEL CASING PIPE, THICKNESS | | | 0.19 IN. | | | 0815 675027-001 1.000 EA | 520.00000 520.00| 1100.00000 1100.00| MANHOLE REMOVAL | | | SECTION TOTALS | $ 71,287.00| $ 90,810.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 COMPUTER SYSTEM | | | 0820 640004-001 LUMP| 3600.00000 3600.00| 4500.00000 4500.00| COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 3,600.00| $ 4,500.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 ON JOB TRAINING | | | 0825 699000-001 2000.000 HR | 0.80000 1600.00| 0.80000 1600.00| ON JOB TRAINING | | | SECTION TOTALS | $ 1,600.00| $ 1,600.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,794,043.42| $ 4,030,000.00| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 0134181 COUNTIES : BRAXTON LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 07 CONTRACT DESCRIPTION : SERVIA REST AREA PROJECT(S) : S304-0079/00-049.28 02 LOCATION: CONSTRUCT SEWAGE PLANT @ SERVIA ON I-79 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0663428 MEADOWS STONE & PAVING, INC. $ 678,526.25 100.0000% 2 55-0575884 GROUND BREAKERS, INC. $ 699,999.00 103.1646% 3 55-0574415 SUNRISE CONSTRUCTION COMPANY, INCORPORATED $ 701,674.00 103.4114% 4 55-0739010 GREEN RIVER GROUP LLC $ 703,212.50 103.6382% 5 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 761,016.67 112.1572% 6 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 784,770.40 115.6580% 7 55-0693493 CARPENTER RECLAMATION, INC. $ 879,605.00 129.6346% 55-0738955 DINGESS TRANSPORT, INC. IRREGULAR 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0134181 COUNTIES : BRAXTON LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 55-0663428 |(2) 55-0575884 |(3) 55-0574415 |MEADOWS STONE & PAVING, INC.|GROUND BREAKERS, INC. |SUNRISE CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RENOVATION | | | 0005 201001-000 1.000 LS | 39000.00000 39000.00| 18000.00000 18000.00| 21486.23000 21486.23 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 2800.00000 2800.00| 15000.00000 15000.00| 12660.00000 12660.00 MOBILIZATION | | | 0015 207001-001 4973.000 CY | 8.75000 43513.75| 9.50000 47243.50| 9.51000 47293.23 UNCLASSIFIED EXCAVATION | | | 0020 207034-000 1900.000 SY | 1.25000 2375.00| 1.20000 2280.00| 2.92000 5548.00 FABRIC FOR SEPARATION | | | 0025 211001-000 317.000 CY | 12.00000 3804.00| 9.50000 3011.50| 11.87000 3762.79 UNCLASSIFIED BORROW EXCAVATION | | | 0030 307001-000 180.000 CY | 46.00000 8280.00| 40.00000 7200.00| 34.39000 6190.20 AGGREGATE BASE COURSE, CLASS 1 | | | 0036 307001-000 50.000 CY | 50.00000 2500.00| 40.00000 2000.00| 52.08000 2604.00 AGGREGATE BASE COURSE, CLASS 3 | | | 0040 601002-001 6.100 CY | 1000.00000 6100.00| 1400.00000 8540.00| 376.77000 2298.30 CLASS B CONCRETE | | | 0045 604076-016 110.000 LF | 100.50000 11055.00| 60.00000 6600.00| 68.68000 7554.80 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0050 604076-020 188.000 LF | 49.50000 9306.00| 40.00000 7520.00| 37.00000 6956.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0055 604076-028 52.000 LF | 84.00000 4368.00| 95.00000 4940.00| 144.12000 7494.24 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0060 605009-001 2.000 EA | 2000.00000 4000.00| 2000.00000 4000.00| 1308.27000 2616.54 TYPE G INLET | | | 0065 607001-001 160.000 LF | 10.50000 1680.00| 11.55000 1848.00| 12.18000 1948.80 TYPE 1 GUARDRAIL, CLASS III | | | 0070 607037-001 4.000 EA | 35.00000 140.00| 38.50000 154.00| 40.60000 162.40 BUFFER END SECTION | | | 0075 608001-006 930.000 LF | 15.40000 14322.00| 17.00000 15810.00| 17.86000 16609.80 6 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0080 608002-001 110.000 LF | 19.00000 2090.00| 21.00000 2310.00| 22.04000 2424.40 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0085 608004-001 3.000 EA | 525.00000 1575.00| 580.00000 1740.00| 609.00000 1827.00 4 FT PEDESTRIAN GATE, CHAIN LINK | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0134181 COUNTIES : BRAXTON LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 55-0663428 |(2) 55-0575884 |(3) 55-0574415 |MEADOWS STONE & PAVING, INC.|GROUND BREAKERS, INC. |SUNRISE CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 608005-001 1.000 EA | 1000.00000 1000.00| 1100.00000 1100.00| 1160.00000 1160.00 VEHICULAR GATE, CHAIN LINK | | | 0095 631001-001 LUMP| 33000.00000 33000.00| 32823.00000 32823.00| 38998.04000 38998.04 ELECTRICAL WORK | | | 0100 633003-001 93.000 CY | 40.00000 3720.00| 40.00000 3720.00| 45.27000 4210.11 DUMPED ROCK GUTTER | | | 0105 639001-001 LUMP| 5000.00000 5000.00| 6000.00000 6000.00| 3850.00000 3850.00 CONSTRUCTION LAYOUT STAKE | | | 0110 640003-001 LUMP| 6000.00000 6000.00| 2665.50000 2665.50| 1500.00000 1500.00 BUILDING EQUIPMENT | | | 0115 640006-001 12.000 MO | 250.00000 3000.00| 700.00000 8400.00| 300.00000 3600.00 SMALL FIELD OFFICE | | | 0120 642013-001 LUMP| 1200.00000 1200.00| 3000.00000 3000.00| 2921.00000 2921.00 TEMPORARY POLLUTION CONTROL | | | 0125 652001-001 0.700 TN | 65.00000 45.50| 110.00000 77.00| 75.40000 52.78 AGRICULTURAL LIMESTONE | | | 0130 652002-001 1.500 TN | 300.00000 450.00| 275.00000 412.50| 348.00000 522.00 FERTILIZER, 10-20-10 | | | 0135 652002-002 0.500 TN | 850.00000 425.00| 825.00000 412.50| 986.00000 493.00 FERTILIZER, UREA FORMALDEHYDE | | | 0140 652003-005 116.000 LB | 23.00000 2668.00| 9.00000 1044.00| 26.68000 3094.88 SEED MIXTURE, L | | | 0145 652004-001 2.000 TN | 250.00000 500.00| 1650.00000 3300.00| 290.00000 580.00 STRAW OR HAY MULCH | | | 0150 652004-002 0.750 TN | 400.00000 300.00| 1650.00000 1237.50| 464.00000 348.00 WOOD CELLULOSE FIBER MULCH | | | 0155 670008-060 80.000 LF | 55.00000 4400.00| 12.00000 960.00| 36.11000 2888.80 1 INCH COPPER SERVICE PIPE | | | 0160 675007-020 25.000 LF | 25.00000 625.00| 20.00000 500.00| 25.08000 627.00 6 INCH PLASTIC SEWER PIPE | | | 0165 675007-022 126.000 LF | 34.00000 4284.00| 25.00000 3150.00| 37.16000 4682.16 8 INCH PLASTIC SEWER PIPE | | | 0170 675014-001 2.000 EA | 2500.00000 5000.00| 2000.00000 4000.00| 2258.06000 4516.12 MANHOLE COMPLETE, INCLUDING CASTING | | | 0175 675021-240 40.000 LF | 75.00000 3000.00| 100.00000 4000.00| 64.13000 2565.20 10 INCH STEEL CASING PIPE, THICKNESS | | | 0.19 INCH | | | 0180 675540-000 LUMP| 447000.00000 447000.00| 475000.00000 475000.00| 475628.18000 475628.18 WASTEWATER TREATMENT PLANT | | | SECTION TOTALS | $ 678,526.25| $ 699,999.00| $ 701,674.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 678,526.25| $ 699,999.00| $ 701,674.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0134181 COUNTIES : BRAXTON LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(4) 55-0739010 |(5) 55-0710073 |(6) 55-0487806 |GREEN RIVER GROUP LLC |TEAYS RIVER CONSTRUCTION COM|ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RENOVATION | | | 0005 201001-000 1.000 LS | 30000.00000 30000.00| 102039.00000 102039.00| 48500.00000 48500.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 10000.00000 10000.00| 22800.00000 22800.00| 12800.00000 12800.00 MOBILIZATION | | | 0015 207001-001 4973.000 CY | 10.00000 49730.00| 8.00000 39784.00| 11.00000 54703.00 UNCLASSIFIED EXCAVATION | | | 0020 207034-000 1900.000 SY | 1.00000 1900.00| 1.20000 2280.00| 1.90000 3610.00 FABRIC FOR SEPARATION | | | 0025 211001-000 317.000 CY | 10.00000 3170.00| 0.01000 3.17| 14.00000 4438.00 UNCLASSIFIED BORROW EXCAVATION | | | 0030 307001-000 180.000 CY | 70.00000 12600.00| 65.00000 11700.00| 60.00000 10800.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0036 307001-000 50.000 CY | 80.00000 4000.00| 65.00000 3250.00| 72.00000 3600.00 AGGREGATE BASE COURSE, CLASS 3 | | | 0040 601002-001 6.100 CY | 1000.00000 6100.00| 1100.00000 6710.00| 1800.00000 10980.00 CLASS B CONCRETE | | | 0045 604076-016 110.000 LF | 75.00000 8250.00| 42.00000 4620.00| 88.00000 9680.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0050 604076-020 188.000 LF | 85.00000 15980.00| 44.00000 8272.00| 75.00000 14100.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0055 604076-028 52.000 LF | 125.00000 6500.00| 55.00000 2860.00| 140.00000 7280.00 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0060 605009-001 2.000 EA | 2000.00000 4000.00| 1600.00000 3200.00| 1500.00000 3000.00 TYPE G INLET | | | 0065 607001-001 160.000 LF | 20.00000 3200.00| 20.00000 3200.00| 22.00000 3520.00 TYPE 1 GUARDRAIL, CLASS III | | | 0070 607037-001 4.000 EA | 250.00000 1000.00| 30.00000 120.00| 33.00000 132.00 BUFFER END SECTION | | | 0075 608001-006 930.000 LF | 30.00000 27900.00| 15.00000 13950.00| 16.00000 14880.00 6 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0080 608002-001 110.000 LF | 20.00000 2200.00| 12.00000 1320.00| 11.00000 1210.00 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0085 608004-001 3.000 EA | 500.00000 1500.00| 310.00000 930.00| 340.00000 1020.00 4 FT PEDESTRIAN GATE, CHAIN LINK | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 002 -5 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0134181 COUNTIES : BRAXTON LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(4) 55-0739010 |(5) 55-0710073 |(6) 55-0487806 |GREEN RIVER GROUP LLC |TEAYS RIVER CONSTRUCTION COM|ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 608005-001 1.000 EA | 1000.00000 1000.00| 675.00000 675.00| 750.00000 750.00 VEHICULAR GATE, CHAIN LINK | | | 0095 631001-001 LUMP| 25000.00000 25000.00| 18000.00000 18000.00| 23400.00000 23400.00 ELECTRICAL WORK | | | 0100 633003-001 93.000 CY | 75.00000 6975.00| 40.00000 3720.00| 120.00000 11160.00 DUMPED ROCK GUTTER | | | 0105 639001-001 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| 6900.00000 6900.00 CONSTRUCTION LAYOUT STAKE | | | 0110 640003-001 LUMP| 2000.00000 2000.00| 1200.00000 1200.00| 1400.00000 1400.00 BUILDING EQUIPMENT | | | 0115 640006-001 12.000 MO | 250.00000 3000.00| 700.00000 8400.00| 950.00000 11400.00 SMALL FIELD OFFICE | | | 0120 642013-001 LUMP| 1000.00000 1000.00| 2200.00000 2200.00| 3700.00000 3700.00 TEMPORARY POLLUTION CONTROL | | | 0125 652001-001 0.700 TN | 200.00000 140.00| 65.00000 45.50| 72.00000 50.40 AGRICULTURAL LIMESTONE | | | 0130 652002-001 1.500 TN | 300.00000 450.00| 300.00000 450.00| 330.00000 495.00 FERTILIZER, 10-20-10 | | | 0135 652002-002 0.500 TN | 1000.00000 500.00| 850.00000 425.00| 940.00000 470.00 FERTILIZER, UREA FORMALDEHYDE | | | 0140 652003-005 116.000 LB | 15.00000 1740.00| 23.00000 2668.00| 26.00000 3016.00 SEED MIXTURE, L | | | 0145 652004-001 2.000 TN | 100.00000 200.00| 250.00000 500.00| 280.00000 560.00 STRAW OR HAY MULCH | | | 0150 652004-002 0.750 TN | 250.00000 187.50| 400.00000 300.00| 440.00000 330.00 WOOD CELLULOSE FIBER MULCH | | | 0155 670008-060 80.000 LF | 15.00000 1200.00| 26.00000 2080.00| 55.00000 4400.00 1 INCH COPPER SERVICE PIPE | | | 0160 675007-020 25.000 LF | 30.00000 750.00| 35.00000 875.00| 130.00000 3250.00 6 INCH PLASTIC SEWER PIPE | | | 0165 675007-022 126.000 LF | 40.00000 5040.00| 40.00000 5040.00| 86.00000 10836.00 8 INCH PLASTIC SEWER PIPE | | | 0170 675014-001 2.000 EA | 2000.00000 4000.00| 2100.00000 4200.00| 2500.00000 5000.00 MANHOLE COMPLETE, INCLUDING CASTING | | | 0175 675021-240 40.000 LF | 50.00000 2000.00| 30.00000 1200.00| 110.00000 4400.00 10 INCH STEEL CASING PIPE, THICKNESS | | | 0.19 INCH | | | 0180 675540-000 LUMP| 458000.00000 458000.00| 480000.00000 480000.00| 489000.00000 489000.00 WASTEWATER TREATMENT PLANT | | | SECTION TOTALS | $ 703,212.50| $ 761,016.67| $ 784,770.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 703,212.50| $ 761,016.67| $ 784,770.40 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 002 -6 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0134181 COUNTIES : BRAXTON LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(7) 55-0693493 | | |CARPENTER RECLAMATION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RENOVATION | | | 0005 201001-000 1.000 LS | 2000.00000 2000.00| | CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 10000.00000 10000.00| | MOBILIZATION | | | 0015 207001-001 4973.000 CY | 15.00000 74595.00| | UNCLASSIFIED EXCAVATION | | | 0020 207034-000 1900.000 SY | 1.00000 1900.00| | FABRIC FOR SEPARATION | | | 0025 211001-000 317.000 CY | 30.00000 9510.00| | UNCLASSIFIED BORROW EXCAVATION | | | 0030 307001-000 180.000 CY | 50.00000 9000.00| | AGGREGATE BASE COURSE, CLASS 1 | | | 0036 307001-000 50.000 CY | 25.00000 1250.00| | AGGREGATE BASE COURSE, CLASS 3 | | | 0040 601002-001 6.100 CY | 300.00000 1830.00| | CLASS B CONCRETE | | | 0045 604076-016 110.000 LF | 30.00000 3300.00| | 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0050 604076-020 188.000 LF | 40.00000 7520.00| | 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0055 604076-028 52.000 LF | 70.00000 3640.00| | 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0060 605009-001 2.000 EA | 1500.00000 3000.00| | TYPE G INLET | | | 0065 607001-001 160.000 LF | 30.00000 4800.00| | TYPE 1 GUARDRAIL, CLASS III | | | 0070 607037-001 4.000 EA | 300.00000 1200.00| | BUFFER END SECTION | | | 0075 608001-006 930.000 LF | 20.00000 18600.00| | 6 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0080 608002-001 110.000 LF | 10.00000 1100.00| | 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0085 608004-001 3.000 EA | 200.00000 600.00| | 4 FT PEDESTRIAN GATE, CHAIN LINK | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 002 -7 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0134181 COUNTIES : BRAXTON LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(7) 55-0693493 | | |CARPENTER RECLAMATION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 608005-001 1.000 EA | 1000.00000 1000.00| | VEHICULAR GATE, CHAIN LINK | | | 0095 631001-001 LUMP| 25000.00000 25000.00| | ELECTRICAL WORK | | | 0100 633003-001 93.000 CY | 50.00000 4650.00| | DUMPED ROCK GUTTER | | | 0105 639001-001 LUMP| 10000.00000 10000.00| | CONSTRUCTION LAYOUT STAKE | | | 0110 640003-001 LUMP| 50000.00000 50000.00| | BUILDING EQUIPMENT | | | 0115 640006-001 12.000 MO | 300.00000 3600.00| | SMALL FIELD OFFICE | | | 0120 642013-001 LUMP| 10000.00000 10000.00| | TEMPORARY POLLUTION CONTROL | | | 0125 652001-001 0.700 TN | 200.00000 140.00| | AGRICULTURAL LIMESTONE | | | 0130 652002-001 1.500 TN | 300.00000 450.00| | FERTILIZER, 10-20-10 | | | 0135 652002-002 0.500 TN | 200.00000 100.00| | FERTILIZER, UREA FORMALDEHYDE | | | 0140 652003-005 116.000 LB | 10.00000 1160.00| | SEED MIXTURE, L | | | 0145 652004-001 2.000 TN | 300.00000 600.00| | STRAW OR HAY MULCH | | | 0150 652004-002 0.750 TN | 400.00000 300.00| | WOOD CELLULOSE FIBER MULCH | | | 0155 670008-060 80.000 LF | 20.00000 1600.00| | 1 INCH COPPER SERVICE PIPE | | | 0160 675007-020 25.000 LF | 30.00000 750.00| | 6 INCH PLASTIC SEWER PIPE | | | 0165 675007-022 126.000 LF | 35.00000 4410.00| | 8 INCH PLASTIC SEWER PIPE | | | 0170 675014-001 2.000 EA | 2000.00000 4000.00| | MANHOLE COMPLETE, INCLUDING CASTING | | | 0175 675021-240 40.000 LF | 200.00000 8000.00| | 10 INCH STEEL CASING PIPE, THICKNESS | | | 0.19 INCH | | | 0180 675540-000 LUMP| 600000.00000 600000.00| | WASTEWATER TREATMENT PLANT | | | SECTION TOTALS | $ 879,605.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 879,605.00| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 0131344 COUNTIES : CABELL LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : BARBOURSVILLE TO MALL ROAD PROJECT(S) : S306-0060/00-012.61 00 0STP 0060 173 E00 LOCATION: 0.04 MI E JCT CR 19 TO 1.13 MI E JCT CR 19 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 61-0897043 MOUNTAIN ENTERPRISES, INC. DBA LENORE ASPHALT, INC $ 122,602.20 100.0000% 2 55-0570769 WEST VIRGINIA PAVING, INC. $ 153,303.48 125.0413% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0131344 COUNTIES : CABELL LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 61-0897043 |(2) 55-0570769 | |MOUNTAIN ENTERPRISES, INC. |WEST VIRGINIA PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0005 204001-000 LUMP| 4800.00000 4800.00| 8000.00000 8000.00| MOBILIZATION | | | 0010 207001-001 34.000 CY | 52.50000 1785.00| 40.00000 1360.00| UNCLASSIFIED EXCAVATION | | | 0015 307001-000 17.000 CY | 82.75000 1406.75| 100.00000 1700.00| AGGREGATE BASE COURSE, CLASS 1 | | | 0020 408002-001 656.000 GA | 0.50000 328.00| 1.00000 656.00| BITUMINOUS MATERIAL | | | 0025 415005-001 179.000 SY | 21.25000 3803.75| 5.00000 895.00| REMOVE EXISTING PAVEMENT SURFACE | | | 0030 605015-001 2.000 EA | 1100.00000 2200.00| 500.00000 1000.00| ADJUST MANHOLE TYPE A | | | 0035 607009-001 1400.000 LF | 3.47000 4858.00| 4.00000 5600.00| TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0040 607035-001 20.000 EA | 34.00000 680.00| 41.00000 820.00| GUARDRAIL ELEMENT | | | 0045 607037-001 1.000 EA | 30.00000 30.00| 36.00000 36.00| BUFFER END SECTION | | | 0050 607040-001 112.000 EA | 4.50000 504.00| 5.50000 616.00| 8X6X14 IN TREATED WOOD BLOCK | | | 0055 607046-001 112.000 EA | 12.50000 1400.00| 15.00000 1680.00| 7 INCH ROUND X 6 FT TREATED WOOD POST | | | 0060 607065-001 3.000 EA | 1190.00000 3570.00| 1450.00000 4350.00| FLARED END TERMINAL | | | 0065 636008-001 18756.000 LF | 0.29000 5439.24| 0.30000 5626.80| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0070 636011-001 3358.000 UN | 0.75000 2518.50| 0.01000 33.58| TRAFFIC CONTROL DEVICE | | | 0075 636014-001 240.000 HR | 39.00000 9360.00| 48.00000 11520.00| FLAGGER | | | 0080 663001-004 11532.000 LF | 0.19000 2191.08| 0.23000 2652.36| EDGE LINE, TYPE II WHITE | | | 0085 663002-005 12388.000 LF | 0.19000 2353.72| 0.23000 2849.24| LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0090 663004-004 150.000 LF | 0.35000 52.50| 0.45000 67.50| CHANNELIZING LINE, TYPE II WHITE | | | 0095 663005-010 12.000 LF | 11.50000 138.00| 13.50000 162.00| STOP LINE, TYPE V | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0131344 COUNTIES : CABELL LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 61-0897043 |(2) 55-0570769 | |MOUNTAIN ENTERPRISES, INC. |WEST VIRGINIA PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 663007-010 332.000 LF | 5.75000 1909.00| 7.00000 2324.00| STRIPE, TYPE V YELLOW | | | 0105 663010-010 2.000 EA | 150.00000 300.00| 175.00000 350.00| LANE ARROW, TYPE V | | | 0110 663012-208 154.000 EA | 25.00000 3850.00| 29.50000 4543.00| RAISED PAVEMENT MARKER, TYPE P-2 | | | 0115 670023-001 2.000 EA | 115.00000 230.00| 200.00000 400.00| ADJUSTING VALVE BOX | | | 0120 307005-001 AA1 344.000 TN | 22.72000 7815.68| 28.00000 9632.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0125 307005-002 AA2 327.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0130 401001-001 BB1 54.000 TN | 65.46000 3534.84| 85.00000 4590.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0135 401001-002 BB2 51.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0140 401007-001 CC1 525.000 TN | | 48.00000 25200.00| MARSHALL SCRATCH COURSE, STONE OR | | | GRAVEL 1 | | | 0145 401007-002 CC2 500.000 TN | 35.39000 17695.00| | MARSHALL SCRATCH COURSE, SLAG 1 | | | 0150 402001-001 DD1 1180.000 TN | | 48.00000 56640.00| MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0155 402001-002 DD2 1126.000 TN | 35.39000 39849.14| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | SECTION TOTALS | $ 122,602.20| $ 153,303.48| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 122,602.20| $ 153,303.48| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 0131342 COUNTIES : CABELL LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : 5TH AVENUE HUNTINGTON PROJECT(S) : S306-0060/00-004.43 00 0STP 0060 175 E00 LOCATION: JCT 20TH STREET TO JCT WV 101 (29TH STREET) 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 61-0897043 MOUNTAIN ENTERPRISES, INC. DBA LENORE ASPHALT, INC $ 257,379.92 100.0000% 2 55-0570769 WEST VIRGINIA PAVING, INC. $ 339,172.00 131.7787% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0131342 COUNTIES : CABELL LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 61-0897043 |(2) 55-0570769 | |MOUNTAIN ENTERPRISES, INC. |WEST VIRGINIA PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0005 204001-000 LUMP| 8300.00000 8300.00| 16500.00000 16500.00| MOBILIZATION | | | 0010 207001-001 106.000 CY | 77.23000 8186.38| 55.00000 5830.00| UNCLASSIFIED EXCAVATION | | | 0015 307001-000 36.000 CY | 80.82000 2909.52| 125.00000 4500.00| AGGREGATE BASE COURSE, CLASS 1 | | | 0020 408002-001 1602.000 GA | 0.75000 1201.50| 1.00000 1602.00| BITUMINOUS MATERIAL | | | 0025 415005-001 25537.000 SY | 1.83000 46732.71| 2.00000 51074.00| REMOVE EXISTING PAVEMENT SURFACE | | | 0030 605012-001 1.000 EA | 1000.00000 1000.00| 1500.00000 1500.00| ADJUST INLET TYPE B | | | 0035 605015-001 11.000 EA | 1100.00000 12100.00| 200.00000 2200.00| ADJUST MANHOLE TYPE A | | | 0040 610001-002 26.000 LF | 75.00000 1950.00| 125.00000 3250.00| PLAIN CONCRETE CURBING, TYPE II | | | 0045 636008-001 17670.000 LF | 0.75000 13252.50| 0.95000 16786.50| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0050 636011-001 12000.000 UN | 1.12000 13440.00| 1.25000 15000.00| TRAFFIC CONTROL DEVICE | | | 0055 636014-001 300.000 HR | 40.00000 12000.00| 60.00000 18000.00| FLAGGER | | | 0060 636021-001 15.000 DA | 15.00000 225.00| 25.00000 375.00| ELECTRIC ARROW | | | 0065 660007-001 LUMP| 1000.00000 1000.00| 1300.00000 1300.00| MISCELLANEOUS SIGNAL 1 | | | 0070 660007-001 LUMP| 1000.00000 1000.00| 1300.00000 1300.00| MISCELLANEOUS SIGNAL 2 | | | 0075 660007-001 LUMP| 1000.00000 1000.00| 1300.00000 1300.00| MISCELLANEOUS SIGNAL 3 | | | 0080 660007-001 LUMP| 1000.00000 1000.00| 1300.00000 1300.00| MISCELLANEOUS SIGNAL 4 | | | 0085 662015-001 1.000 LS | 100.00000 100.00| 150.00000 150.00| ELECTRICAL TEST, | | | 0090 663002-004 4.000 MI | 850.00000 3400.00| 1100.00000 4400.00| LANE LINE OR CENTERLINE, TYPE II WHITE | | | 0095 663002-004 0.070 MI | 1500.00000 105.00| 1900.00000 133.00| LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0131342 COUNTIES : CABELL LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 61-0897043 |(2) 55-0570769 | |MOUNTAIN ENTERPRISES, INC. |WEST VIRGINIA PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 663004-011 1326.000 LF | 4.50000 5967.00| 5.75000 7624.50| CHANNELIZING LINE, TYPE V WHITE | | | 0105 663005-010 857.000 LF | 11.50000 9855.50| 14.50000 12426.50| STOP LINE, TYPE V | | | 0110 663006-010 1834.000 LF | 4.50000 8253.00| 5.75000 10545.50| CROSSWALK LINE, TYPE V | | | 0115 663010-010 8.000 EA | 145.00000 1160.00| 185.00000 1480.00| LANE ARROW, TYPE V | | | 0120 663011-010 4.000 EA | 49.00000 196.00| 65.00000 260.00| LANE LETTER, TYPE V | | | 0125 663015-005 4.000 EA | 335.00000 1340.00| 450.00000 1800.00| RAILROAD CROSSING MARKING, TYPE V | | | 0130 670023-001 24.000 EA | 115.00000 2760.00| 200.00000 4800.00| ADJUSTING VALVE BOX | | | 0135 401001-001 AA1 254.000 TN | 55.54000 14107.16| 75.00000 19050.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE | | | 0140 401001-002 AA2 231.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE | | | 0145 401003-001 BB1 750.000 TN | | 50.00000 37500.00| MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0150 401003-002 BB2 682.000 TN | 37.19000 25363.58| | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0155 402001-001 CC1 1767.000 TN | | 55.00000 97185.00| MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE | | | 0160 402001-002 CC2 1607.000 TN | 37.01000 59475.07| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE | | | SECTION TOTALS | $ 257,379.92| $ 339,172.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 257,379.92| $ 339,172.00| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 0131343 COUNTIES : CABELL LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : MILTON TO CULLODEN ROAD PROJECT(S) : S306-0060/00-024.69 00 0STP 0060 174 E00 LOCATION: JCT CR 60/24 TO PUTNAM COUNTY LINE 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 181,337.72 100.0000% 2 61-0897043 MOUNTAIN ENTERPRISES, INC. DBA LENORE ASPHALT, INC $ 203,530.26 112.2382% 3 55-0770517 SKILTON CONTRACTING OF WEST VIRGINIA, LLC $ 209,963.38 115.7858% 4 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 231,119.00 127.4522% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0131343 COUNTIES : CABELL LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 61-0897043 |(3) 55-0770517 |WEST VIRGINIA PAVING, INC. |MOUNTAIN ENTERPRISES, 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 RESURFACING I000 | | | 0005 204001-000 LUMP| 5000.00000 5000.00| 3500.00000 3500.00| 2000.00000 2000.00 MOBILIZATION | | | 0010 229001-000 2.000 MI | 3500.00000 7000.00| 2095.00000 4190.00| 630.00000 1260.00 SHOULDER AND DITCH | | | 0015 408002-001 1105.000 GA | 0.01000 11.05| 0.50000 552.50| 0.01000 11.05 BITUMINOUS MATERIAL | | | 0020 415005-001 1580.000 SY | 3.50000 5530.00| 11.77000 18596.60| 3.00000 4740.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0025 607009-001 62.500 LF | 22.71000 1419.38| 6.00000 375.00| 12.00000 750.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0030 607035-001 2.000 EA | 95.00000 190.00| 95.00000 190.00| 125.00000 250.00 GUARDRAIL ELEMENT | | | 0035 607040-001 10.000 EA | 10.00000 100.00| 10.00000 100.00| 7.00000 70.00 8X6X14 IN TREATED WOOD BLOCK | | | 0040 607046-001 10.000 EA | 18.00000 180.00| 18.00000 180.00| 20.00000 200.00 7 INCH ROUND X 6 FT TREATED WOOD POST | | | 0045 607065-001 2.000 EA | 1450.00000 2900.00| 1450.00000 2900.00| 2000.00000 4000.00 FLARED END TERMINAL | | | 0050 636008-001 18804.000 LF | 0.25000 4701.00| 0.25000 4701.00| 0.17000 3196.68 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0055 636011-001 4669.000 UN | 0.01000 46.69| 0.70000 3268.30| 0.45000 2101.05 TRAFFIC CONTROL DEVICE | | | 0060 636014-001 400.000 HR | 0.01000 4.00| 37.75000 15100.00| 50.00000 20000.00 FLAGGER | | | 0061 642004-002 101.000 LB | 16.00000 1616.00| 10.00000 1010.00| 16.00000 1616.00 SEED MIXTURE, B | | | 0062 642005-001 2.000 TN | 1000.00000 2000.00| 960.00000 1920.00| 1000.00000 2000.00 MULCH, STRAW OR HAY | | | 0063 642006-001 0.500 TN | 350.00000 175.00| 830.00000 415.00| 350.00000 175.00 FERTILIZER | | | 0064 642031-001 75.000 EA | 20.00000 1500.00| 8.63000 647.25| 20.00000 1500.00 DITCH CHECK | | | 0065 660002-025 6.000 EA | 1930.00000 11580.00| 1930.00000 11580.00| 1900.00000 11400.00 TRAFFIC DETECTOR, PAS | | | 0070 660007-001 LUMP| 1500.00000 1500.00| 1500.00000 1500.00| 1500.00000 1500.00 MISCELLANEOUS SIGNAL LOOP 01 | | | 0071 660007-001 LUMP| 1500.00000 1500.00| 1500.00000 1500.00| 1500.00000 1500.00 MISCELLANEOUS SIGNAL LOOP 02 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 006 -3 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0131343 COUNTIES : CABELL LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 61-0897043 |(3) 55-0770517 |WEST VIRGINIA PAVING, INC. |MOUNTAIN ENTERPRISES, INC. |SKILTON CONTRACTING OF WV, L LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 663001-004 22420.000 LF | 0.14000 3138.80| 0.14000 3138.80| 0.14000 3138.80 EDGE LINE, TYPE II WHITE | | | 0080 663002-005 22420.000 LF | 0.14000 3138.80| 0.14000 3138.80| 0.14000 3138.80 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0085 307005-001 AA1 580.000 TN | 25.00000 14500.00| 20.29000 11768.20| 19.00000 11020.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0090 307005-002 AA2 551.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0095 401001-001 BB1 315.000 TN | 36.00000 11340.00| 46.79000 14738.85| 37.00000 11655.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0100 401001-002 BB2 301.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0105 401007-001 CC1 965.000 TN | 36.00000 34740.00| | 36.00000 34740.00 MARSHALL SCRATCH COURSE, STONE OR GRAVEL| | | 0110 401007-002 CC2 921.000 TN | | 33.53000 30881.13| MARSHALL SCRATCH COURSE, SLAG | | | 0115 402001-001 DD1 1890.000 TN | 34.00000 64260.00| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0120 402001-002 DD2 1804.000 TN | | 36.26000 65413.04| 47.00000 84788.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | 0125 402001-001 EE1 66.000 TN | 49.50000 3267.00| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 4 | | | 0130 402001-002 EE2 63.000 TN | | 35.33000 2225.79| 51.00000 3213.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 4 | | | SECTION TOTALS | $ 181,337.72| $ 203,530.26| $ 209,963.38 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 181,337.72| $ 203,530.26| $ 209,963.38 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 006 -4 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0131343 COUNTIES : CABELL LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 55-0481221 | | |MOUNTAINEER CONTRACTORS, INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING I000 | | | 0005 204001-000 LUMP| 8312.37000 8312.37| | MOBILIZATION | | | 0010 229001-000 2.000 MI | 5000.00000 10000.00| | SHOULDER AND DITCH | | | 0015 408002-001 1105.000 GA | 0.50000 552.50| | BITUMINOUS MATERIAL | | | 0020 415005-001 1580.000 SY | 9.00000 14220.00| | REMOVE EXISTING PAVEMENT SURFACE | | | 0025 607009-001 62.500 LF | 12.00000 750.00| | TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0030 607035-001 2.000 EA | 125.00000 250.00| | GUARDRAIL ELEMENT | | | 0035 607040-001 10.000 EA | 7.00000 70.00| | 8X6X14 IN TREATED WOOD BLOCK | | | 0040 607046-001 10.000 EA | 20.00000 200.00| | 7 INCH ROUND X 6 FT TREATED WOOD POST | | | 0045 607065-001 2.000 EA | 2050.00000 4100.00| | FLARED END TERMINAL | | | 0050 636008-001 18804.000 LF | 0.17000 3196.68| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0055 636011-001 4669.000 UN | 0.85000 3968.65| | TRAFFIC CONTROL DEVICE | | | 0060 636014-001 400.000 HR | 35.00000 14000.00| | FLAGGER | | | 0061 642004-002 101.000 LB | 16.00000 1616.00| | SEED MIXTURE, B | | | 0062 642005-001 2.000 TN | 1000.00000 2000.00| | MULCH, STRAW OR HAY | | | 0063 642006-001 0.500 TN | 350.00000 175.00| | FERTILIZER | | | 0064 642031-001 75.000 EA | 65.00000 4875.00| | DITCH CHECK | | | 0065 660002-025 6.000 EA | 1930.00000 11580.00| | TRAFFIC DETECTOR, PAS | | | 0070 660007-001 LUMP| 1500.00000 1500.00| | MISCELLANEOUS SIGNAL LOOP 01 | | | 0071 660007-001 LUMP| 1500.00000 1500.00| | MISCELLANEOUS SIGNAL LOOP 02 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 006 -5 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0131343 COUNTIES : CABELL LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 55-0481221 | | |MOUNTAINEER CONTRACTORS, INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 663001-004 22420.000 LF | 0.17000 3811.40| | EDGE LINE, TYPE II WHITE | | | 0080 663002-005 22420.000 LF | 0.17000 3811.40| | LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0085 307005-001 AA1 580.000 TN | 20.00000 11600.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0090 307005-002 AA2 551.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0095 401001-001 BB1 315.000 TN | 50.00000 15750.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0100 401001-002 BB2 301.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0105 401007-001 CC1 965.000 TN | 40.00000 38600.00| | MARSHALL SCRATCH COURSE, STONE OR GRAVEL| | | 0110 401007-002 CC2 921.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0115 402001-001 DD1 1890.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0120 402001-002 DD2 1804.000 TN | 40.00000 72160.00| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | 0125 402001-001 EE1 66.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 4 | | | 0130 402001-002 EE2 63.000 TN | 40.00000 2520.00| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 4 | | | SECTION TOTALS | $ 231,119.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 231,119.00| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 0113740 COUNTIES : FAYETTE LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 09 CONTRACT DESCRIPTION : SCARBRO TO LOCHGELLY ROAD PROJECT(S) : S310-0019/00-005.75 00 00NH 0019 240 E00 LOCATION: WV 612 - 0.20 MI N WV 16 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 1,650,374.50 100.0000% 2 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 1,657,287.00 100.4188% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0113740 COUNTIES : FAYETTE LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0481221 | |WEST VIRGINIA PAVING, INC. |MOUNTAINEER CONTRACTORS, INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 204001-000 LUMP| 29500.00000 29500.00| 74918.06000 74918.06| MOBILIZATION | | | 0010 229001-000 4.760 MI | 6000.00000 28560.00| 10000.00000 47600.00| SHOULDER AND DITCH | | | 0015 408002-001 4909.000 GA | 1.00000 4909.00| 0.50000 2454.50| BITUMINOUS MATERIAL | | | 0020 415005-001 204589.000 SY | 1.30000 265965.70| 0.60000 122753.40| REMOVE EXISTING PAVEMENT SURFACE | | | 0025 506001-001 875.000 SY | 150.00000 131250.00| 150.00000 131250.00| CONCRETE PAVEMENT REPAIR | | | 0030 608001-004 8695.000 LF | 12.30000 106948.50| 12.20000 106079.00| 5 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0035 636008-001 125000.000 LF | 0.15000 18750.00| 0.15000 18750.00| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0040 636009-001 3200.000 LF | 1.00000 3200.00| 1.00000 3200.00| TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0045 636011-001 116310.000 UN | 0.80000 93048.00| 0.65000 75601.50| TRAFFIC CONTROL DEVICE | | | 0050 636012-010 4.000 EA | 250.00000 1000.00| 0.01000 0.04| PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0055 636013-001 1500.000 EA | 2.50000 3750.00| 0.01000 15.00| INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0060 636014-001 900.000 HR | 37.50000 33750.00| 0.01000 9.00| FLAGGER | | | 0065 636014-002 450.000 HR | 35.00000 15750.00| 35.00000 15750.00| TRAFFIC DIRECTOR | | | 0070 636021-001 300.000 DA | 0.01000 3.00| 12.00000 3600.00| ELECTRIC ARROW | | | 0075 636022-001 600.000 DA | 0.01000 6.00| 0.01000 6.00| CHANGAEBLE MESSAGE SIGN | | | 0080 636025-001 2500.000 DA | 1.50000 3750.00| 1.25000 3125.00| WARNING LIGHTS, TYPE B | | | 0085 636028-001 200.000 DA | 1.00000 200.00| 0.01000 2.00| SHADOW VEHICLE | | | 0087 636030-001 600.000 DA | 0.01000 6.00| 0.01000 6.00| SPEED MONITORING TRAILER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 007 -3 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0113740 COUNTIES : FAYETTE LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0481221 | |WEST VIRGINIA PAVING, INC. |MOUNTAINEER CONTRACTORS, INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 639001-001 LUMP| 1000.00000 1000.00| 50000.00000 50000.00| CONSTRUCTION LAYOUT STAKE | | | 0095 642004-002 690.000 LB | 6.52000 4498.80| 6.35000 4381.50| SEED MIXTURE, B | | | 0100 642005-001 14.000 TN | 670.00000 9380.00| 625.00000 8750.00| MULCH, STRAW OR HAY | | | 0105 642006-001 14.000 TN | 100.00000 1400.00| 100.00000 1400.00| FERTILIZER | | | 0110 642031-001 15.000 EA | 100.00000 1500.00| 75.00000 1125.00| DITCH CHECK | | | 0115 657008-001 1414.000 LF | 4.50000 6363.00| 4.50000 6363.00| 2.00 LB CHANNEL POST | | | 0120 661004-001 262.000 EA | 4.00000 1048.00| 3.75000 982.50| DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | WHITE | | | 0125 661013-001 372.000 EA | 27.00000 10044.00| 25.00000 9300.00| PLASTIC DELINEATOR POST, WHITE | | | 0130 661013-001 80.000 EA | 27.00000 2160.00| 25.00000 2000.00| PLASTIC DELINEATOR POST, YELLOW | | | 0135 402001-011 AA1 16999.000 TN | 45.00000 764955.00| | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0140 402001-012 AA2 15469.000 TN | | 56.00000 866264.00| SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | SECTION TOTALS | $ 1,542,695.00| $ 1,555,685.50| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 PAVEMENT MARKINGS | | | 0145 663001-019 64000.000 LF | 0.45000 28800.00| 0.43000 27520.00| EDGE LINE, TYPE IX WHITE | | | 0150 663001-019 63000.000 LF | 0.45000 28350.00| 0.43000 27090.00| EDGE LINE, TYPE IX YELLOW | | | 0155 663002-019 13000.000 LF | 0.75000 9750.00| 0.68000 8840.00| LANE LINE OR CENTERLINE, TYPE IX WHITE | | | 0160 663003-005 200.000 LF | 0.45000 90.00| 0.43000 86.00| BARRIER LINE, TYPE II II | | | 0165 663004-018 900.000 MI | 0.58000 522.00| 0.56000 504.00| CHANNELIZING LINE, TYPE IX WHITE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 007 -4 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0113740 COUNTIES : FAYETTE LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0481221 | |WEST VIRGINIA PAVING, INC. |MOUNTAINEER CONTRACTORS, INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 663010-010 18.000 EA | 230.00000 4140.00| 215.00000 3870.00| LANE ARROW, TYPE V | | | 0175 663012-208 785.000 EA | 23.50000 18447.50| 21.90000 17191.50| RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 90,099.50| $ 85,101.50| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 SIGNAL | | | 0180 660007-001 LUMP| 1700.00000 1700.00| 1600.00000 1600.00| MISCELLANEOUS SIGNAL 01 | | | 0185 660007-001 LUMP| 1700.00000 1700.00| 1600.00000 1600.00| MISCELLANEOUS SIGNAL 02 | | | 0190 660007-001 LUMP| 850.00000 850.00| 800.00000 800.00| MISCELLANEOUS SIGNAL 03 | | | 0195 660007-001 LUMP| 1600.00000 1600.00| 1500.00000 1500.00| MISCELLANEOUS SIGNAL 04 | | | 0200 660007-001 LUMP| 1600.00000 1600.00| 1500.00000 1500.00| MISCELLANEOUS SIGNAL 05 | | | 0205 660007-001 LUMP| 1600.00000 1600.00| 1500.00000 1500.00| MISCELLANEOUS SIGNAL 06 | | | 0210 660007-001 LUMP| 1600.00000 1600.00| 1500.00000 1500.00| MISCELLANEOUS SIGNAL 07 | | | 0215 660007-001 LUMP| 1700.00000 1700.00| 1600.00000 1600.00| MISCELLANEOUS SIGNAL 08 | | | 0220 660007-001 LUMP| 1700.00000 1700.00| 1600.00000 1600.00| MISCELLANEOUS SIGNAL 09 | | | 0225 660007-001 LUMP| 1700.00000 1700.00| 1600.00000 1600.00| MISCELLANEOUS SIGNAL 10 | | | 0230 660007-001 LUMP| 860.00000 860.00| 800.00000 800.00| MISCELLANEOUS SIGNAL 11 | | | 0235 660007-001 LUMP| 860.00000 860.00| 800.00000 800.00| MISCELLANEOUS SIGNAL 12 | | | 0240 662015-001 1.000 LS | 110.00000 110.00| 100.00000 100.00| ELECTRICAL TEST, 01 | | | SECTION TOTALS | $ 17,580.00| $ 16,500.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,650,374.50| $ 1,657,287.00| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 008 -1 VENDOR RANKING CALL ORDER : 008 CONTRACT ID : 9629701 COUNTIES : JACKSON LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : KENNA INTERCHANGE BRIDGE PROJECT(S) : S318-0077/00-124.90 00 OOIM 0773 179 E00 LOCATION: OVER WV 34, KENNA I/C SB LANE 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 1,552,852.30 100.0000% 2 31-1316393 AHERN & ASSOCIATES $ 1,588,800.00 102.3149% 3 34-1603251 BECDIR CONSTRUCTION COMPANY, INC. $ 1,633,820.00 105.2141% 4 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 1,697,765.00 109.3320% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 008 -2 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 9629701 COUNTIES : JACKSON LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 |(2) 31-1316393 |(3) 34-1603251 |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES |BECDIR CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE, DRAIN AND PAVE | | | 0005 204001-000 LUMP| 26100.00000 26100.00| 49022.40000 49022.40| 42000.00000 42000.00 MOBILIZATION | | | 0010 207001-001 2340.000 M3 | 11.00000 25740.00| 17.50000 40950.00| 22.00000 51480.00 UNCLASSIFIED EXCAVATION | | | 0015 211001-000 311.000 M3 | 25.00000 7775.00| 45.00000 13995.00| 25.00000 7775.00 UNCLASSIFIED BORROW EXCAVATION | | | 0020 307001-000 2175.000 M3 | 59.00000 128325.00| 55.00000 119625.00| 60.00000 130500.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0025 408002-001 1178.000 L | 0.25000 294.50| 0.25000 294.50| 0.70000 824.60 BITUMINOUS MATERIAL | | | 0030 502001-012 390.000 M2 | 180.00000 70200.00| 172.00000 67080.00| 142.00000 55380.00 300 MM PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0035 607001-001 138.000 M | 32.00000 4416.00| 31.50000 4347.00| 33.00000 4554.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0040 607006-001 7.000 EA | 730.00000 5110.00| 725.00000 5075.00| 750.00000 5250.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0045 607010-001 307.000 M | 5.10000 1565.70| 5.00000 1535.00| 5.50000 1688.50 TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0047 607030-001 2.000 EA | 430.00000 860.00| 425.00000 850.00| 450.00000 900.00 SPECIAL TRAILING END TERMINAL | | | 0060 607065-001 3.000 EA | 1200.00000 3600.00| 1200.00000 3600.00| 1300.00000 3900.00 FLARED END TERMINAL | | | 0065 610005-001 31.000 M | 50.00000 1550.00| 50.00000 1550.00| 60.00000 1860.00 BITUMINOUS CURB, TYPE I | | | 0070 636007-001 2000.000 M | 1.60000 3200.00| 1.25000 2500.00| 1.70000 3400.00 ERADICATION OF PAVEMENT MARKING | | | 0075 636008-001 7500.000 M | 0.86000 6450.00| 0.90000 6750.00| 1.00000 7500.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0080 636009-001 3680.000 M | 3.00000 11040.00| 3.25000 11960.00| 3.50000 12880.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0085 636010-001 2465.000 EA | 4.00000 9860.00| 4.00000 9860.00| 1.60000 3944.00 TEMPORARY RAISED PAVEMENT MARKER | | | 0090 636011-001 30130.000 UN | 0.83000 25007.90| 0.82000 24706.60| 0.85000 25610.50 TRAFFIC CONTROL DEVICE | | | 0095 636012-010 10.000 EA | 200.00000 2000.00| 200.00000 2000.00| 260.00000 2600.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 008 -3 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 9629701 COUNTIES : JACKSON LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 |(2) 31-1316393 |(3) 34-1603251 |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES |BECDIR CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 636013-001 500.000 EA | 2.00000 1000.00| 2.00000 1000.00| 2.60000 1300.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0105 636014-001 1600.000 HR | 1.00000 1600.00| 0.01000 16.00| 0.01000 16.00 FLAGGER | | | 0110 636017-001 1061.000 M | 120.00000 127320.00| 110.00000 116710.00| 90.00000 95490.00 TEMPORARY CONCRETE BARRIER | | | 0115 636018-001 1061.000 M | 11.00000 11671.00| 10.00000 10610.00| 24.00000 25464.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0120 636019-001 54.000 M | 41.00000 2214.00| 41.00000 2214.00| 42.00000 2268.00 TEMPORARY GUARDRAIL BARRIER | | | 0125 636020-001 65.000 M | 35.00000 2275.00| 34.50000 2242.50| 35.00000 2275.00 REMOVE AND RESET TEMPORARY GUARDRAIL | | | BARRIER | | | 0130 636021-001 400.000 DA | 12.00000 4800.00| 12.00000 4800.00| 9.50000 3800.00 ELECTRIC ARROW | | | 0135 636024-001 610.000 M | 42.00000 25620.00| 42.00000 25620.00| 39.00000 23790.00 TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0140 636025-001 2500.000 DA | 0.37000 925.00| 0.36000 900.00| 0.40000 1000.00 WARNING LIGHTS, TYPE A | | | 0145 636025-001 5000.000 DA | 1.30000 6500.00| 1.25000 6250.00| 1.00000 5000.00 WARNING LIGHTS, TYPE B | | | 0150 636026-001 LUMP| 27900.00000 27900.00| 35000.00000 35000.00| 49600.00000 49600.00 TEMPORARY LIGHTING 01 | | | 0155 636026-001 LUMP| 27900.00000 27900.00| 35000.00000 35000.00| 47000.00000 47000.00 TEMPORARY LIGHTING 02 | | | 0160 639001-001 LUMP| 59800.00000 59800.00| 15000.00000 15000.00| 3200.00000 3200.00 CONSTRUCTION LAYOUT STAKE | | | 0165 640001-001 12.000 MO | 890.00000 10680.00| 1600.00000 19200.00| 700.00000 8400.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0170 640003-001 LUMP| 640.00000 640.00| 1200.00000 1200.00| 2600.00000 2600.00 BUILDING EQUIPMENT | | | 0175 642011-001 40.000 EA | 18.00000 720.00| 25.00000 1000.00| 15.00000 600.00 HAY OR STRAW BALE | | | 0180 642012-001 40.000 M | 12.00000 480.00| 14.00000 560.00| 17.00000 680.00 SILT FENCE | | | 0185 663001-004 2600.000 M | 0.86000 2236.00| 1.00000 2600.00| 1.00000 2600.00 EDGE LINE, TYPE II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 008 -4 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 9629701 COUNTIES : JACKSON LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 |(2) 31-1316393 |(3) 34-1603251 |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES |BECDIR CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 663001-004 2400.000 M | 0.86000 2064.00| 1.00000 2400.00| 1.00000 2400.00 EDGE LINE, TYPE II | | | 0195 663002-005 600.000 M | 0.86000 516.00| 1.50000 900.00| 1.00000 600.00 LANE LINE OR CENTERLINE, TYPE II | | | 0200 663012-208 20.000 EA | 40.00000 800.00| 35.00000 700.00| 36.00000 720.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | 0205 664006-010 1061.000 M | 30.00000 31830.00| 30.00000 31830.00| 28.00000 29708.00 GLARE BARRIER, TYPE V | | | 0210 401001-011 AA1 1120.000 MGR | 40.00000 44800.00| 40.00000 44800.00| 43.00000 48160.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0215 401001-012 AA2 1064.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0220 401003-011 BB1 14.000 MGR | 40.00000 560.00| 40.00000 560.00| 110.00000 1540.00 SUPERPAVE HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL 9.5 | | | 0225 401003-012 BB2 14.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG 9.5 | | | 0230 402001-011 CC1 407.000 MGR | 65.00000 26455.00| 64.00000 26048.00| 68.00000 27676.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0235 402001-012 CC2 385.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0240 636002-001 DD1 38.000 MGR | 34.00000 1292.00| 39.00000 1482.00| 40.00000 1520.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0245 636002-002 DD2 35.000 MGR | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 755,692.10| $ 754,343.00| $ 749,453.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE 2179.1 | | | 0250 203001-000 LUMP| 111100.00000 111100.00| 158300.00000 158300.00| 177000.00000 177000.00 DISMANTLING STRUCTURE | | | 0255 212001-000 28.000 M3 | 110.00000 3080.00| 130.00000 3640.00| 70.00000 1960.00 STRUCTURE EXCAVATION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 008 -5 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 9629701 COUNTIES : JACKSON LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 |(2) 31-1316393 |(3) 34-1603251 |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES |BECDIR CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 212005-000 26.000 M3 | 120.00000 3120.00| 145.00000 3770.00| 125.00000 3250.00 SELECT MATERIAL FOR BACKFILLING | | | 0265 218005-000 57.000 M2 | 230.00000 13110.00| 163.00000 9291.00| 195.00000 11115.00 CONCRETE SLOPE PROTECTION | | | 0270 501010-001 4.000 EA | 8500.00000 34000.00| 6100.00000 24400.00| 4600.00000 18400.00 BRIDGE APPROACH EXPANSION JOINT | | | 0275 503001-001 233.000 M | 61.00000 14213.00| 15.00000 3495.00| 45.00000 10485.00 SEALING JOINTS AND CRACKS | | | 0280 601002-001 20.000 M3 | 1900.00000 38000.00| 1900.00000 38000.00| 1700.00000 34000.00 CLASS B CONCRETE | | | 0285 601003-001 186.000 M3 | 1000.00000 186000.00| 1100.00000 204600.00| 740.00000 137640.00 CLASS K CONCRETE | | | 0287 601031-001 61.000 M | 200.00000 12200.00| 85.00000 5185.00| 115.00000 7015.00 EPOXY INJECTION CRACK REPAIR | | | 0290 602002-001 26388.000 KG | 1.90000 50137.20| 2.00000 52776.00| 1.55000 40901.40 EPOXY COATED REINFORCING STEEL BAR | | | 0295 615003-001 1.000 LS | 113500.00000 113500.00| 120000.00000 120000.00| 267400.00000 267400.00 FABRICATED STRUCTURAL STEEL | | | 0300 639001-001 LUMP| 6100.00000 6100.00| 7500.00000 7500.00| 2800.00000 2800.00 CONSTRUCTION LAYOUT STAKE | | | 0305 679002-001 30.000 M3 | 1200.00000 36000.00| 1200.00000 36000.00| 980.00000 29400.00 SPECIALIZED CONCRETE OVERLAY | | | 0310 679006-001 LUMP| 2200.00000 2200.00| 500.00000 500.00| 1000.00000 1000.00 TEST SLAB | | | 0315 688002-001 LUMP| 150600.00000 150600.00| 120000.00000 120000.00| 123500.00000 123500.00 CLEAN AND PAINT EXISTING STEEL BRIDGE | | | COATED WITH LEAD BASE PAINT | | | 0320 688003-001 LUMP| 23800.00000 23800.00| 47000.00000 47000.00| 18500.00000 18500.00 CONTAINMENT AND DISPOSAL OF SPENT | | | MATERIAL | | | SECTION TOTALS | $ 797,160.20| $ 834,457.00| $ 884,366.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,552,852.30| $ 1,588,800.00| $ 1,633,820.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 008 -6 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 9629701 COUNTIES : JACKSON LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 62-1345425 | | |BILCO CONSTRUCTION COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE, DRAIN AND PAVE | | | 0005 204001-000 LUMP| 30100.00000 30100.00| | MOBILIZATION | | | 0010 207001-001 2340.000 M3 | 9.00000 21060.00| | UNCLASSIFIED EXCAVATION | | | 0015 211001-000 311.000 M3 | 27.00000 8397.00| | UNCLASSIFIED BORROW EXCAVATION | | | 0020 307001-000 2175.000 M3 | 54.00000 117450.00| | AGGREGATE BASE COURSE, CLASS 1 | | | 0025 408002-001 1178.000 L | 0.75000 883.50| | BITUMINOUS MATERIAL | | | 0030 502001-012 390.000 M2 | 155.00000 60450.00| | 300 MM PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0035 607001-001 138.000 M | 35.00000 4830.00| | TYPE 1 GUARDRAIL, CLASS 1 | | | 0040 607006-001 7.000 EA | 800.00000 5600.00| | THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0045 607010-001 307.000 M | 5.50000 1688.50| | TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0047 607030-001 2.000 EA | 470.00000 940.00| | SPECIAL TRAILING END TERMINAL | | | 0060 607065-001 3.000 EA | 1320.00000 3960.00| | FLARED END TERMINAL | | | 0065 610005-001 31.000 M | 64.00000 1984.00| | BITUMINOUS CURB, TYPE I | | | 0070 636007-001 2000.000 M | 1.60000 3200.00| | ERADICATION OF PAVEMENT MARKING | | | 0075 636008-001 7500.000 M | 1.10000 8250.00| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0080 636009-001 3680.000 M | 3.50000 12880.00| | TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0085 636010-001 2465.000 EA | 4.00000 9860.00| | TEMPORARY RAISED PAVEMENT MARKER | | | 0090 636011-001 30130.000 UN | 0.90000 27117.00| | TRAFFIC CONTROL DEVICE | | | 0095 636012-010 10.000 EA | 1.00000 10.00| | PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 008 -7 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 9629701 COUNTIES : JACKSON LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 62-1345425 | | |BILCO CONSTRUCTION COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 636013-001 500.000 EA | 0.01000 5.00| | INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0105 636014-001 1600.000 HR | 36.00000 57600.00| | FLAGGER | | | 0110 636017-001 1061.000 M | 110.00000 116710.00| | TEMPORARY CONCRETE BARRIER | | | 0115 636018-001 1061.000 M | 12.00000 12732.00| | REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0120 636019-001 54.000 M | 45.00000 2430.00| | TEMPORARY GUARDRAIL BARRIER | | | 0125 636020-001 65.000 M | 38.00000 2470.00| | REMOVE AND RESET TEMPORARY GUARDRAIL | | | BARRIER | | | 0130 636021-001 400.000 DA | 10.00000 4000.00| | ELECTRIC ARROW | | | 0135 636024-001 610.000 M | 32.00000 19520.00| | TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0140 636025-001 2500.000 DA | 0.40000 1000.00| | WARNING LIGHTS, TYPE A | | | 0145 636025-001 5000.000 DA | 1.50000 7500.00| | WARNING LIGHTS, TYPE B | | | 0150 636026-001 LUMP| 29700.00000 29700.00| | TEMPORARY LIGHTING 01 | | | 0155 636026-001 LUMP| 29700.00000 29700.00| | TEMPORARY LIGHTING 02 | | | 0160 639001-001 LUMP| 38000.00000 38000.00| | CONSTRUCTION LAYOUT STAKE | | | 0165 640001-001 12.000 MO | 1100.00000 13200.00| | STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0170 640003-001 LUMP| 1500.00000 1500.00| | BUILDING EQUIPMENT | | | 0175 642011-001 40.000 EA | 5.00000 200.00| | HAY OR STRAW BALE | | | 0180 642012-001 40.000 M | 10.00000 400.00| | SILT FENCE | | | 0185 663001-004 2600.000 M | 1.10000 2860.00| | EDGE LINE, TYPE II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 008 -8 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 9629701 COUNTIES : JACKSON LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 62-1345425 | | |BILCO CONSTRUCTION COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 663001-004 2400.000 M | 1.10000 2640.00| | EDGE LINE, TYPE II | | | 0195 663002-005 600.000 M | 1.75000 1050.00| | LANE LINE OR CENTERLINE, TYPE II | | | 0200 663012-208 20.000 EA | 40.00000 800.00| | RAISED PAVEMENT MARKER, TYPE P-2 | | | 0205 664006-010 1061.000 M | 30.00000 31830.00| | GLARE BARRIER, TYPE V | | | 0210 401001-011 AA1 1120.000 MGR | 46.00000 51520.00| | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0215 401001-012 AA2 1064.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0220 401003-011 BB1 14.000 MGR | 110.00000 1540.00| | SUPERPAVE HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL 9.5 | | | 0225 401003-012 BB2 14.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG 9.5 | | | 0230 402001-011 CC1 407.000 MGR | 70.50000 28693.50| | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0235 402001-012 CC2 385.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0240 636002-001 DD1 38.000 MGR | 25.00000 950.00| | AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0245 636002-002 DD2 35.000 MGR | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 777,210.50| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE 2179.1 | | | 0250 203001-000 LUMP| 221000.00000 221000.00| | DISMANTLING STRUCTURE | | | 0255 212001-000 28.000 M3 | 60.00000 1680.00| | STRUCTURE EXCAVATION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 008 -9 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 9629701 COUNTIES : JACKSON LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 62-1345425 | | |BILCO CONSTRUCTION COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 212005-000 26.000 M3 | 100.00000 2600.00| | SELECT MATERIAL FOR BACKFILLING | | | 0265 218005-000 57.000 M2 | 100.00000 5700.00| | CONCRETE SLOPE PROTECTION | | | 0270 501010-001 4.000 EA | 3300.00000 13200.00| | BRIDGE APPROACH EXPANSION JOINT | | | 0275 503001-001 233.000 M | 6.00000 1398.00| | SEALING JOINTS AND CRACKS | | | 0280 601002-001 20.000 M3 | 1600.00000 32000.00| | CLASS B CONCRETE | | | 0285 601003-001 186.000 M3 | 900.00000 167400.00| | CLASS K CONCRETE | | | 0287 601031-001 61.000 M | 50.00000 3050.00| | EPOXY INJECTION CRACK REPAIR | | | 0290 602002-001 26388.000 KG | 2.00000 52776.00| | EPOXY COATED REINFORCING STEEL BAR | | | 0295 615003-001 1.000 LS | 99000.00000 99000.00| | FABRICATED STRUCTURAL STEEL | | | 0300 639001-001 LUMP| 38000.50000 38000.50| | CONSTRUCTION LAYOUT STAKE | | | 0305 679002-001 30.000 M3 | 2200.00000 66000.00| | SPECIALIZED CONCRETE OVERLAY | | | 0310 679006-001 LUMP| 1750.00000 1750.00| | TEST SLAB | | | 0315 688002-001 LUMP| 193000.00000 193000.00| | CLEAN AND PAINT EXISTING STEEL BRIDGE | | | COATED WITH LEAD BASE PAINT | | | 0320 688003-001 LUMP| 22000.00000 22000.00| | CONTAINMENT AND DISPOSAL OF SPENT | | | MATERIAL | | | SECTION TOTALS | $ 920,554.50| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,697,765.00| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 009 -1 VENDOR RANKING CALL ORDER : 009 CONTRACT ID : 0112251 COUNTIES : JACKSON LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : RIPLEY - SPENCER ROAD PROJECT(S) : S318-0033/00-017.81 00 0STP 0033 224 E00 LOCATION: BEGIN: JCT CR 26 END: 0.5 MI W CR 14 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 228,192.13 100.0000% 2 55-0583614 CARL KELLY PAVING, INC. $ 236,387.89 103.5916% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 009 -2 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0112251 COUNTIES : JACKSON LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0583614 | |WEST VIRGINIA PAVING, INC. |CARL KELLY PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RIPLEY - SPENCER ROAD | | | 0005 204003-000 1.000 EA | 250.00000 250.00| 265.00000 265.00| MOBILIZATION, PER PERMANENT PAVMENT | | | MARKING | | | 0010 204003-000 1.000 EA | 250.00000 250.00| 265.00000 265.00| MOBILIZATION, PER 3-DAY TEMPORARY | | | PAVEMENT MARKING | | | 0015 229001-000 1.950 MI | 3050.00000 5947.50| 3400.00000 6630.00| SHOULDER AND DITCH | | | 0020 408002-001 955.000 GA | 0.01000 9.55| 0.01000 9.55| BITUMINOUS MATERIAL | | | 0025 605009-001 2.000 EA | 2200.00000 4400.00| 2150.00000 4300.00| TYPE G INLET MODIFIED | | | 0030 607001-001 1325.000 LF | 10.00000 13250.00| 10.60000 14045.00| TYPE 1 GUARDRAIL, CLASS I | | | 0035 607009-001 62.500 LF | 5.00000 312.50| 5.30000 331.25| TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0040 607010-020 600.000 LF | 1.00000 600.00| 1.06000 636.00| GUARDRAIL REMOVAL | | | 0045 607066-001 15.000 EA | 1600.00000 24000.00| 1695.00000 25425.00| TANGENT END TERMINAL | | | 0050 636006-001 8.000 DA | 0.01000 0.08| 1.00000 8.00| PILOT TRUCK AND DRIVER | | | 0055 636008-001 41184.000 LF | 0.15000 6177.60| 0.16000 6589.44| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0060 636011-001 3490.000 UN | 0.01000 34.90| 0.01000 34.90| TRAFFIC CONTROL DEVICE | | | 0065 636014-001 240.000 HR | 45.00000 10800.00| 0.01000 2.40| FLAGGER | | | 0070 642031-001 45.000 EA | 25.00000 1125.00| 13.50000 607.50| DITCH CHECK | | | 0075 652003-005 14.000 LB | 180.00000 2520.00| 21.00000 294.00| SEED MIXTURE, L | | | 0080 652004-002 2.000 TN | 450.00000 900.00| 700.00000 1400.00| WOOD CELLULOSE FIBER MULCH | | | 0085 663001-005 3.900 MI | 500.00000 1950.00| 530.00000 2067.00| EDGE LINE, TYPE II | | | 0090 663002-004 3.900 MI | 550.00000 2145.00| 530.00000 2067.00| LANE LINE OR CENTERLINE, TYPE II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 009 -3 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0112251 COUNTIES : JACKSON LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0583614 | |WEST VIRGINIA PAVING, INC. |CARL KELLY PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 307005-001 AA1 2470.000 TN | 10.00000 24700.00| 16.63000 41076.10| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0100 307005-002 AA2 2248.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0105 401002-001 BB1 1933.000 TN | 40.00000 77320.00| 39.50000 76353.50| MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE I | | | 0110 401002-002 BB2 1760.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE I | | | 0115 401003-001 CC1 300.000 TN | 40.00000 12000.00| 37.00000 11100.00| MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0120 401003-002 CC2 273.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0125 401017-001 DD1 25.000 TN | 100.00000 2500.00| 300.00000 7500.00| HOT-MIX ASPHALT POTHOLE REPAIR, STONE | | | OR GRAVEL, TYPE II | | | 0130 401017-002 DD2 23.000 TN | | | HOT-MIX ASPHALT POTHOLE REPAIR, SLAG, | | | TYPE II | | | 0135 401007-001 EE1 925.000 TN | 40.00000 37000.00| 38.25000 35381.25| MARSHALL SCRATCH COURSE, STONE OR GRAVEL| | | 0140 401007-002 EE2 842.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | SECTION TOTALS | $ 228,192.13| $ 236,387.89| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 228,192.13| $ 236,387.89| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 010 -1 VENDOR RANKING CALL ORDER : 010 CONTRACT ID : 9804424 COUNTIES : JACKSON LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : RIPLEY TOWN BRIDGE PROJECT(S) : S318-0033/00-013.70 00 00BR 0033 176 E00 LOCATION: US 33 OVER MILL CREEK, 0.01 MI E CO 15 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-0889208 RIGHTER COMPANY INC., THE $ 1,979,770.37 100.0000% 2 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 2,084,406.53 105.2852% 3 61-0911548 ROBERTS CONSTRUCTION COMPANY $ 2,191,101.58 110.6745% 4 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 2,459,445.02 124.2288% 5 31-1316393 AHERN & ASSOCIATES $ 2,466,000.00 124.5599% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 010 -2 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9804424 COUNTIES : JACKSON LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 31-0889208 |(2) 55-0710073 |(3) 61-0911548 |RIGHTER COMPANY INC., THE |TEAYS RIVER CONSTRUCTION COM|ROBERTS CONSTRUCTION COMPANY 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 | 5500.00000 5500.00| 199000.00000 199000.00| 35000.00000 35000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 45000.00000 45000.00| 60000.00000 60000.00| 50000.00000 50000.00 MOBILIZATION | | | 0015 207001-001 1009.000 CY | 22.00000 22198.00| 30.00000 30270.00| 16.00000 16144.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 123.000 CY | 47.00000 5781.00| 85.00000 10455.00| 55.00000 6765.00 SUBGRADE | | | 0025 207034-000 862.000 SY | 2.00000 1724.00| 2.50000 2155.00| 2.00000 1724.00 FABRIC FOR SEPARATION | | | 0030 211002-000 484.000 CY | 48.00000 23232.00| 25.00000 12100.00| 52.00000 25168.00 ROCK BORROW EXCAVATION | | | 0035 311006-001 130.000 CY | 80.00000 10400.00| 100.00000 13000.00| 80.00000 10400.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0040 408002-001 108.000 GA | 0.01000 1.08| 0.01000 1.08| 0.01000 1.08 BITUMINOUS MATERIAL | | | 0045 502001-012 216.000 SY | 200.00000 43200.00| 230.00000 49680.00| 190.00000 41040.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0050 601002-001 2.040 CY | 745.00000 1519.80| 1300.00000 2652.00| 1000.00000 2040.00 CLASS B CONCRETE | | | 0055 601003-001 14.000 CY | 500.00000 7000.00| 470.00000 6580.00| 900.00000 12600.00 CLASS K CONCRETE | | | 0060 601047-001 65.000 LF | 176.00000 11440.00| 200.00000 13000.00| 95.00000 6175.00 SPECIAL CONCRETE BRIDGE RAILING | | | 0065 605007-001 3.000 EA | 1165.00000 3495.00| 5000.00000 15000.00| 2400.00000 7200.00 TYPE E INLET | | | 0070 606029-001 423.000 LF | 4.00000 1692.00| 14.00000 5922.00| 28.00000 11844.00 FREE DRAINING BASE TRENCH | | | 0075 606030-001 77.000 LF | 10.00000 770.00| 25.00000 1925.00| 34.00000 2618.00 OUTLET PIPE | | | 0080 609001-001 196.000 SY | 50.00000 9800.00| 40.00000 7840.00| 50.00000 9800.00 CONCRETE SIDEWALK | | | 0085 609002-001 37.000 CY | 78.00000 2886.00| 70.00000 2590.00| 60.00000 2220.00 BED COURSE MATERIAL | | | 0090 610001-001 276.000 LF | 22.00000 6072.00| 30.00000 8280.00| 38.00000 10488.00 PLAIN CONCRETE CURBING, TYPE I | | | 0095 610001-004 110.000 LF | 22.00000 2420.00| 30.00000 3300.00| 38.00000 4180.00 PLAIN CONCRETE CURBING, TYPE IV | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 010 -3 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9804424 COUNTIES : JACKSON LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 31-0889208 |(2) 55-0710073 |(3) 61-0911548 |RIGHTER COMPANY INC., THE |TEAYS RIVER CONSTRUCTION COM|ROBERTS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 633003-001 91.000 CY | 63.00000 5733.00| 50.00000 4550.00| 60.00000 5460.00 DUMPED ROCK GUTTER | | | 0105 636007-001 3200.000 LF | 0.50000 1600.00| 0.50000 1600.00| 0.75000 2400.00 ERADICATION OF PAVEMENT MARKING | | | 0110 636008-001 4250.000 LF | 0.35000 1487.50| 0.40000 1700.00| 0.70000 2975.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0115 636009-001 4250.000 LF | 1.00000 4250.00| 1.00000 4250.00| 1.20000 5100.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0120 636010-003 200.000 EA | 2.05000 410.00| 4.00000 800.00| 3.00000 600.00 TEMPORARY RAISED PAVEMENT MARKER, TYPE | | | TCZ | | | 0125 636011-001 12869.000 UN | 1.28000 16472.32| 1.15000 14799.35| 1.80000 23164.20 TRAFFIC CONTROL DEVICE | | | 0130 636012-010 4.000 EA | 300.00000 1200.00| 200.00000 800.00| 600.00000 2400.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0135 636013-001 100.000 EA | 3.00000 300.00| 3.00000 300.00| 10.00000 1000.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0140 636014-001 400.000 HR | 40.00000 16000.00| 45.00000 18000.00| 42.00000 16800.00 FLAGGER | | | 0145 636017-001 1500.000 LF | 20.00000 30000.00| 50.00000 75000.00| 51.00000 76500.00 TEMPORARY CONCRETE BARRIER | | | 0150 636018-001 2000.000 LF | 5.00000 10000.00| 5.00000 10000.00| 18.00000 36000.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0155 636025-001 1200.000 DA | 1.10000 1320.00| 1.50000 1800.00| 1.70000 2040.00 WARNING LIGHTS, TYPE B | | | 0160 638002-001 8.000 EA | 44.00000 352.00| 50.00000 400.00| 60.00000 480.00 RIGHT OF WAY MARKER | | | 0165 639001-001 LUMP| 1560.00000 1560.00| 5000.00000 5000.00| 20000.00000 20000.00 CONSTRUCTION LAYOUT STAKE | | | 0170 640003-001 LUMP| 1000.00000 1000.00| 2500.00000 2500.00| 4000.00000 4000.00 BUILDING EQUIPMENT | | | 0180 640006-001 12.000 MO | 900.00000 10800.00| 1000.00000 12000.00| 1100.00000 13200.00 SMALL FIELD OFFICE | | | 0181 642004-002 11.500 LB | 150.00000 1725.00| 120.00000 1380.00| 40.00000 460.00 SEED MIXTURE, B | | | 0182 642005-001 0.240 TN | 4000.00000 960.00| 3500.00000 840.00| 2000.00000 480.00 MULCH, STRAW OR HAY | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 010 -4 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9804424 COUNTIES : JACKSON LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 31-0889208 |(2) 55-0710073 |(3) 61-0911548 |RIGHTER COMPANY INC., THE |TEAYS RIVER CONSTRUCTION COM|ROBERTS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0183 642006-001 0.050 TN | 5000.00000 250.00| 4000.00000 200.00| 2300.00000 115.00 FERTILIZER | | | 0184 642010-001 0.250 TN | 150.00000 37.50| 65.00000 16.25| 100.00000 25.00 AGRICULTURAL LIMESTONE | | | 0185 642011-001 292.000 EA | 8.00000 2336.00| 7.00000 2044.00| 20.00000 5840.00 HAY OR STRAW BALE | | | 0186 642012-001 875.000 LF | 1.00000 875.00| 3.50000 3062.50| 10.00000 8750.00 SILT FENCE | | | 0187 642031-001 2.000 EA | 44.00000 88.00| 300.00000 600.00| 200.00000 400.00 DITCH CHECK | | | 0188 642033-001 4.000 CY | 22.00000 88.00| 5.00000 20.00| 200.00000 800.00 SEDIMENT TRAP | | | 0189 642036-001 2.000 CY | 44.00000 88.00| 8.00000 16.00| 70.00000 140.00 SEDIMENT REMOVAL | | | 0190 652001-001 0.180 TN | 150.00000 27.00| 65.00000 11.70| 100.00000 18.00 AGRICULTURAL LIMESTONE | | | 0195 652002-001 0.050 TN | 5000.00000 250.00| 4000.00000 200.00| 2300.00000 115.00 FERTILIZER, 10-20-10 | | | 0200 652003-001 11.500 LB | 150.00000 1725.00| 150.00000 1725.00| 40.00000 460.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0205 652004-001 0.240 TN | 4000.00000 960.00| 3500.00000 840.00| 2000.00000 480.00 STRAW OR HAY MULCH | | | 0210 657008-001 27.000 LF | 150.00000 4050.00| 10.00000 270.00| 15.00000 405.00 2.00 LB CHANNEL POST | | | 0215 657018-001 1.000 EA | 100.00000 100.00| 50.00000 50.00| 50.00000 50.00 POST REMOVAL | | | 0220 661001-001 10.000 SF | 350.00000 3500.00| 40.00000 400.00| 50.00000 500.00 0.080 IN FLAT SHEET SIGN | | | 0225 662002-001 LUMP| 2800.00000 2800.00| 15000.00000 15000.00| 20000.00000 20000.00 GALVANIZED STEEL CONDUIT | | | 0230 662006-001 4.000 EA | 1000.00000 4000.00| 2000.00000 8000.00| 800.00000 3200.00 JUNCTION BOX, TYPE (H18X18) | | | 0235 663001-004 900.000 LF | 0.90000 810.00| 1.00000 900.00| 1.50000 1350.00 EDGE LINE, TYPE II WHITE | | | 0240 663002-005 200.000 LF | 0.90000 180.00| 1.00000 200.00| 1.50000 300.00 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0245 663003-005 1200.000 LF | 0.90000 1080.00| 1.00000 1200.00| 1.50000 1800.00 BARRIER LINE, TYPE II | | | 0250 663007-010 50.000 LF | 5.00000 250.00| 6.00000 300.00| 10.00000 500.00 STRIPE, TYPE V YELLOW (12") | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 010 -5 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9804424 COUNTIES : JACKSON LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 31-0889208 |(2) 55-0710073 |(3) 61-0911548 |RIGHTER COMPANY INC., THE |TEAYS RIVER CONSTRUCTION COM|ROBERTS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0255 664001-008 6.000 EA | 3900.00000 23400.00| 3500.00000 21000.00| 13000.00000 78000.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 0260 664001-009 8.000 EA | 775.00000 6200.00| 1000.00000 8000.00| 3000.00000 24000.00 REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE TYPE IV | | | 0265 401001-001 AA1 316.000 TN | 50.00000 15800.00| 60.00000 18960.00| 66.00000 20856.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0270 401001-002 AA2 285.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0275 402001-001 AB1 82.000 TN | 95.00000 7790.00| 105.00000 8610.00| 111.00000 9102.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0280 402001-002 AB2 76.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | 0285 636002-001 AC1 400.000 TN | 30.00000 12000.00| 5.00000 2000.00| 30.00000 12000.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0290 636002-002 AC2 360.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | 0295 604002-020 AD1 211.000 LF | 57.27000 12083.97| 90.00000 18990.00| 60.00000 12660.00 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A7 | | | 0300 604025-020 AD2 211.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A7 | | | 0305 604037-020 AD3 211.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | SECTION TOTALS | $ 410,069.17| $ 712,084.88| $ 670,332.28 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 WATERLINE RELOCATION | | | 0310 639001-001 LUMP| 1000.00000 1000.00| 500.00000 500.00| 4000.00000 4000.00 CONSTRUCTION LAYOUT STAKE | | | 0315 670004-201 230.000 LF | 61.00000 14030.00| 80.00000 18400.00| 70.00000 16100.00 6 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 50 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 010 -6 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9804424 COUNTIES : JACKSON LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 31-0889208 |(2) 55-0710073 |(3) 61-0911548 |RIGHTER COMPANY INC., THE |TEAYS RIVER CONSTRUCTION COM|ROBERTS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 670007-012 133.000 LF | 20.00000 2660.00| 35.00000 4655.00| 18.00000 2394.00 2 INCH PLASTIC PIPE, CLASS 250 | | | 0325 670009-120 2.000 EA | 500.00000 1000.00| 450.00000 900.00| 900.00000 1800.00 2 INCH GATE VALVE AND VALVE BOX | | | 0330 670009-200 3.000 EA | 700.00000 2100.00| 750.00000 2250.00| 1400.00000 4200.00 6 INCH GATE VALVE AND VALVE BOX | | | 0335 670010-180 40.000 LF | 80.00000 3200.00| 85.00000 3400.00| 70.00000 2800.00 4 INCH STEEL CASING PIPE, THICKNESS | | | 0.237" | | | 0340 670010-280 40.000 LF | 160.00000 6400.00| 335.00000 13400.00| 105.00000 4200.00 14 INCH STEEL CASING PIPE, THICKNESS | | | 0.375" | | | SECTION TOTALS | $ 30,390.00| $ 43,505.00| $ 35,494.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 SANITARY SEWER RELOCATION | | | 0345 639001-001 LUMP| 776.00000 776.00| 500.00000 500.00| 4000.00000 4000.00 CONSTRUCTION LAYOUT STAKE | | | 0350 675008-221 114.000 LF | 65.00000 7410.00| 60.00000 6840.00| 80.00000 9120.00 8 INCH DUCTILE IRON SEWER PIPE, TYPE I, | | | CLASS 50 | | | 0355 675008-261 157.000 LF | 70.00000 10990.00| 90.00000 14130.00| 140.00000 21980.00 12 INCH DUCTILE IRON SEWER PIPE, TYPE I,| | | CLASS 50 | | | 0360 675014-001 3.000 EA | 1900.00000 5700.00| 4000.00000 12000.00| 3000.00000 9000.00 MANHOLE COMPLETE, INCLUDING CASTING | | | 0365 675017-001 2.000 EA | 1000.00000 2000.00| 750.00000 1500.00| 400.00000 800.00 ABANDONING MANHOLE | | | 0370 675021-380 40.000 LF | 190.00000 7600.00| 200.00000 8000.00| 200.00000 8000.00 24 INCH STEEL CASING PIPE, THICKNESS | | | 0.500" | | | SECTION TOTALS | $ 34,476.00| $ 42,970.00| $ 52,900.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 BRIDGE #10059 | | | 0375 203001-000 LUMP| 256000.00000 256000.00| 100000.00000 100000.00| 201000.00000 201000.00 DISMANTLING STRUCTURE | | | 0380 211002-000 701.000 CY | 60.00000 42060.00| 25.00000 17525.00| 50.00000 35050.00 ROCK BORROW EXCAVATION | | | 0385 212001-000 830.000 CY | 75.00000 62250.00| 75.00000 62250.00| 20.00000 16600.00 STRUCTURE EXCAVATION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 010 -7 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9804424 COUNTIES : JACKSON LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 31-0889208 |(2) 55-0710073 |(3) 61-0911548 |RIGHTER COMPANY INC., THE |TEAYS RIVER CONSTRUCTION COM|ROBERTS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0390 212005-000 104.000 CY | 136.00000 14144.00| 40.00000 4160.00| 60.00000 6240.00 SELECT MATERIAL FOR BACKFILLING | | | 0395 601002-001 444.000 CY | 350.00000 155400.00| 355.00000 157620.00| 440.00000 195360.00 CLASS B CONCRETE | | | 0400 601003-001 448.000 CY | 390.00000 174720.00| 470.00000 210560.00| 600.00000 268800.00 CLASS K CONCRETE | | | 0405 601047-001 494.000 LF | 155.00000 76570.00| 200.00000 98800.00| 95.00000 46930.00 SPECIAL CONCRETE BRIDGE RAILING | | | 0410 601013-002 LUMP| 30500.00000 30500.00| 15000.00000 15000.00| 12000.00000 12000.00 CONCRETE SEALER | | | 0415 602001-001 92289.000 LB | 0.60000 55373.40| 0.85000 78445.65| 0.60000 55373.40 REINFORCING STEEL BAR | | | 0420 602002-001 78691.000 LB | 0.80000 62952.80| 1.00000 78691.00| 0.90000 70821.90 EPOXY COATED REINFORCING STEEL BAR | | | 0425 603018-030 1220.000 LF | 400.00000 488000.00| 325.00000 396500.00| 275.00000 335500.00 66 INCH PRESTRESSED CONCRETE I BEAM | | | 0430 616005-017 219.000 LF | 135.00000 29565.00| 105.00000 22995.00| 100.00000 21900.00 HP14X89 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0435 639001-001 LUMP| 2400.00000 2400.00| 3000.00000 3000.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKE | | | 0445 679002-001 72.000 CY | 700.00000 50400.00| 500.00000 36000.00| 2000.00000 144000.00 SPECIALIZED CONCRETE OVERLAY | | | 0450 679006-001 LUMP| 1700.00000 1700.00| 1000.00000 1000.00| 5000.00000 5000.00 TEST SLAB | | | SECTION TOTALS | $ 1,502,035.20| $ 1,282,546.65| $ 1,424,575.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 ON JOB TRAINING | | | 0455 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 COMPUTER SYSTEM | | | 0460 640004-001 LUMP| 2000.00000 2000.00| 2500.00000 2500.00| 7000.00000 7000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 2,000.00| $ 2,500.00| $ 7,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,979,770.37| $ 2,084,406.53| $ 2,191,101.58 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 010 -8 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9804424 COUNTIES : JACKSON LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 31-1316393 | |ORDERS 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 | 250000.00000 250000.00| 185528.43000 185528.43| CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 75000.00000 75000.00| 74000.00000 74000.00| MOBILIZATION | | | 0015 207001-001 1009.000 CY | 24.00000 24216.00| 31.00000 31279.00| UNCLASSIFIED EXCAVATION | | | 0020 207002-000 123.000 CY | 110.00000 13530.00| 65.00000 7995.00| SUBGRADE | | | 0025 207034-000 862.000 SY | 1.80000 1551.60| 2.00000 1724.00| FABRIC FOR SEPARATION | | | 0030 211002-000 484.000 CY | 1.00000 484.00| 0.01000 4.84| ROCK BORROW EXCAVATION | | | 0035 311006-001 130.000 CY | 51.00000 6630.00| 80.00000 10400.00| OPEN GRADED FREE DRAINING BASE COURSE | | | 0040 408002-001 108.000 GA | 0.01000 1.08| 0.01000 1.08| BITUMINOUS MATERIAL | | | 0045 502001-012 216.000 SY | 480.00000 103680.00| 255.00000 55080.00| 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0050 601002-001 2.040 CY | 1800.00000 3672.00| 2700.00000 5508.00| CLASS B CONCRETE | | | 0055 601003-001 14.000 CY | 1.00000 14.00| 375.00000 5250.00| CLASS K CONCRETE | | | 0060 601047-001 65.000 LF | 1.00000 65.00| 138.00000 8970.00| SPECIAL CONCRETE BRIDGE RAILING | | | 0065 605007-001 3.000 EA | 3100.00000 9300.00| 5300.00000 15900.00| TYPE E INLET | | | 0070 606029-001 423.000 LF | 7.00000 2961.00| 19.00000 8037.00| FREE DRAINING BASE TRENCH | | | 0075 606030-001 77.000 LF | 20.00000 1540.00| 38.00000 2926.00| OUTLET PIPE | | | 0080 609001-001 196.000 SY | 53.00000 10388.00| 71.00000 13916.00| CONCRETE SIDEWALK | | | 0085 609002-001 37.000 CY | 100.00000 3700.00| 110.00000 4070.00| BED COURSE MATERIAL | | | 0090 610001-001 276.000 LF | 36.00000 9936.00| 47.00000 12972.00| PLAIN CONCRETE CURBING, TYPE I | | | 0095 610001-004 110.000 LF | 36.00000 3960.00| 45.00000 4950.00| PLAIN CONCRETE CURBING, TYPE IV | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 010 -9 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9804424 COUNTIES : JACKSON LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 31-1316393 | |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 633003-001 91.000 CY | 87.00000 7917.00| 76.00000 6916.00| DUMPED ROCK GUTTER | | | 0105 636007-001 3200.000 LF | 0.45000 1440.00| 0.45000 1440.00| ERADICATION OF PAVEMENT MARKING | | | 0110 636008-001 4250.000 LF | 0.30000 1275.00| 0.30000 1275.00| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0115 636009-001 4250.000 LF | 1.00000 4250.00| 1.00000 4250.00| TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0120 636010-003 200.000 EA | 3.80000 760.00| 3.72000 744.00| TEMPORARY RAISED PAVEMENT MARKER, TYPE | | | TCZ | | | 0125 636011-001 12869.000 UN | 1.00000 12869.00| 1.00000 12869.00| TRAFFIC CONTROL DEVICE | | | 0130 636012-010 4.000 EA | 50.00000 200.00| 50.00000 200.00| PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0135 636013-001 100.000 EA | 2.50000 250.00| 2.50000 250.00| INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0140 636014-001 400.000 HR | 54.00000 21600.00| 45.00000 18000.00| FLAGGER | | | 0145 636017-001 1500.000 LF | 57.00000 85500.00| 66.00000 99000.00| TEMPORARY CONCRETE BARRIER | | | 0150 636018-001 2000.000 LF | 2.00000 4000.00| 1.75000 3500.00| REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0155 636025-001 1200.000 DA | 1.00000 1200.00| 1.00000 1200.00| WARNING LIGHTS, TYPE B | | | 0160 638002-001 8.000 EA | 55.00000 440.00| 45.00000 360.00| RIGHT OF WAY MARKER | | | 0165 639001-001 LUMP| 9200.00000 9200.00| 20000.00000 20000.00| CONSTRUCTION LAYOUT STAKE | | | 0170 640003-001 LUMP| 590.00000 590.00| 1200.00000 1200.00| BUILDING EQUIPMENT | | | 0180 640006-001 12.000 MO | 840.00000 10080.00| 1700.00000 20400.00| SMALL FIELD OFFICE | | | 0181 642004-002 11.500 LB | 66.00000 759.00| 120.00000 1380.00| SEED MIXTURE, B | | | 0182 642005-001 0.240 TN | 1800.00000 432.00| 3500.00000 840.00| MULCH, STRAW OR HAY | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 010 -10 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9804424 COUNTIES : JACKSON LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 31-1316393 | |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0183 642006-001 0.050 TN | 2100.00000 105.00| 4000.00000 200.00| FERTILIZER | | | 0184 642010-001 0.250 TN | 400.00000 100.00| 65.00000 16.25| AGRICULTURAL LIMESTONE | | | 0185 642011-001 292.000 EA | 17.00000 4964.00| 9.00000 2628.00| HAY OR STRAW BALE | | | 0186 642012-001 875.000 LF | 3.50000 3062.50| 2.00000 1750.00| SILT FENCE | | | 0187 642031-001 2.000 EA | 280.00000 560.00| 100.00000 200.00| DITCH CHECK | | | 0188 642033-001 4.000 CY | 98.00000 392.00| 25.00000 100.00| SEDIMENT TRAP | | | 0189 642036-001 2.000 CY | 98.00000 196.00| 25.00000 50.00| SEDIMENT REMOVAL | | | 0190 652001-001 0.180 TN | 400.00000 72.00| 65.00000 11.70| AGRICULTURAL LIMESTONE | | | 0195 652002-001 0.050 TN | 2500.00000 125.00| 4000.00000 200.00| FERTILIZER, 10-20-10 | | | 0200 652003-001 11.500 LB | 91.00000 1046.50| 150.00000 1725.00| SEED MIXTURES, B, C-1, OR C-2 | | | 0205 652004-001 0.240 TN | 2100.00000 504.00| 3500.00000 840.00| STRAW OR HAY MULCH | | | 0210 657008-001 27.000 LF | 10.00000 270.00| 10.00000 270.00| 2.00 LB CHANNEL POST | | | 0215 657018-001 1.000 EA | 50.00000 50.00| 50.00000 50.00| POST REMOVAL | | | 0220 661001-001 10.000 SF | 40.00000 400.00| 40.00000 400.00| 0.080 IN FLAT SHEET SIGN | | | 0225 662002-001 LUMP| 1500.00000 1500.00| 1600.00000 1600.00| GALVANIZED STEEL CONDUIT | | | 0230 662006-001 4.000 EA | 1000.00000 4000.00| 1100.00000 4400.00| JUNCTION BOX, TYPE (H18X18) | | | 0235 663001-004 900.000 LF | 1.00000 900.00| 1.00000 900.00| EDGE LINE, TYPE II WHITE | | | 0240 663002-005 200.000 LF | 1.30000 260.00| 1.25000 250.00| LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0245 663003-005 1200.000 LF | 1.00000 1200.00| 1.00000 1200.00| BARRIER LINE, TYPE II | | | 0250 663007-010 50.000 LF | 5.80000 290.00| 5.75000 287.50| STRIPE, TYPE V YELLOW (12") | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 010 -11 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9804424 COUNTIES : JACKSON LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 31-1316393 | |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0255 664001-008 6.000 EA | 3300.00000 19800.00| 3300.00000 19800.00| IMPACT ATTENUATING DEVICE, TYPE IV | | | 0260 664001-009 8.000 EA | 910.00000 7280.00| 900.00000 7200.00| REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE TYPE IV | | | 0265 401001-001 AA1 316.000 TN | 50.00000 15800.00| 50.00000 15800.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0270 401001-002 AA2 285.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0275 402001-001 AB1 82.000 TN | 96.00000 7872.00| 95.00000 7790.00| MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0280 402001-002 AB2 76.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | 0285 636002-001 AC1 400.000 TN | 1.00000 400.00| 25.00000 10000.00| AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0290 636002-002 AC2 360.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | 0295 604002-020 AD1 211.000 LF | | 90.00000 18990.00| 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A7 | | | 0300 604025-020 AD2 211.000 LF | 120.00000 25320.00| | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A7 | | | 0305 604037-020 AD3 211.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | SECTION TOTALS | $ 779,859.68| $ 738,993.80| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 WATERLINE RELOCATION | | | 0310 639001-001 LUMP| 2400.00000 2400.00| 7500.00000 7500.00| CONSTRUCTION LAYOUT STAKE | | | 0315 670004-201 230.000 LF | 32.00000 7360.00| 61.00000 14030.00| 6 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 50 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 010 -12 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9804424 COUNTIES : JACKSON LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 31-1316393 | |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 670007-012 133.000 LF | 20.00000 2660.00| 48.00000 6384.00| 2 INCH PLASTIC PIPE, CLASS 250 | | | 0325 670009-120 2.000 EA | 280.00000 560.00| 774.00000 1548.00| 2 INCH GATE VALVE AND VALVE BOX | | | 0330 670009-200 3.000 EA | 480.00000 1440.00| 1000.00000 3000.00| 6 INCH GATE VALVE AND VALVE BOX | | | 0335 670010-180 40.000 LF | 61.00000 2440.00| 155.00000 6200.00| 4 INCH STEEL CASING PIPE, THICKNESS | | | 0.237" | | | 0340 670010-280 40.000 LF | 120.00000 4800.00| 177.00000 7080.00| 14 INCH STEEL CASING PIPE, THICKNESS | | | 0.375" | | | SECTION TOTALS | $ 21,660.00| $ 45,742.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 SANITARY SEWER RELOCATION | | | 0345 639001-001 LUMP| 2400.00000 2400.00| 7500.00000 7500.00| CONSTRUCTION LAYOUT STAKE | | | 0350 675008-221 114.000 LF | 37.00000 4218.00| 95.00000 10830.00| 8 INCH DUCTILE IRON SEWER PIPE, TYPE I, | | | CLASS 50 | | | 0355 675008-261 157.000 LF | 49.00000 7693.00| 75.00000 11775.00| 12 INCH DUCTILE IRON SEWER PIPE, TYPE I,| | | CLASS 50 | | | 0360 675014-001 3.000 EA | 1300.00000 3900.00| 4000.00000 12000.00| MANHOLE COMPLETE, INCLUDING CASTING | | | 0365 675017-001 2.000 EA | 300.00000 600.00| 560.00000 1120.00| ABANDONING MANHOLE | | | 0370 675021-380 40.000 LF | 170.00000 6800.00| 300.00000 12000.00| 24 INCH STEEL CASING PIPE, THICKNESS | | | 0.500" | | | SECTION TOTALS | $ 25,611.00| $ 55,225.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 BRIDGE #10059 | | | 0375 203001-000 LUMP| 242300.00000 242300.00| 140000.00000 140000.00| DISMANTLING STRUCTURE | | | 0380 211002-000 701.000 CY | 1.00000 701.00| 60.00000 42060.00| ROCK BORROW EXCAVATION | | | 0385 212001-000 830.000 CY | 70.00000 58100.00| 130.00000 107900.00| STRUCTURE EXCAVATION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 010 -13 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9804424 COUNTIES : JACKSON LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 31-1316393 | |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0390 212005-000 104.000 CY | 60.00000 6240.00| 130.00000 13520.00| SELECT MATERIAL FOR BACKFILLING | | | 0395 601002-001 444.000 CY | 370.00000 164280.00| 500.00000 222000.00| CLASS B CONCRETE | | | 0400 601003-001 448.000 CY | 1000.00000 448000.00| 760.00000 340480.00| CLASS K CONCRETE | | | 0405 601047-001 494.000 LF | 190.00000 93860.00| 165.00000 81510.00| SPECIAL CONCRETE BRIDGE RAILING | | | 0410 601013-002 LUMP| 15100.00000 15100.00| 20000.00000 20000.00| CONCRETE SEALER | | | 0415 602001-001 92289.000 LB | 0.67000 61833.63| 0.95000 87674.55| REINFORCING STEEL BAR | | | 0420 602002-001 78691.000 LB | 0.81000 63739.71| 1.15000 90494.65| EPOXY COATED REINFORCING STEEL BAR | | | 0425 603018-030 1220.000 LF | 270.00000 329400.00| 315.00000 384300.00| 66 INCH PRESTRESSED CONCRETE I BEAM | | | 0430 616005-017 219.000 LF | 140.00000 30660.00| 120.00000 26280.00| HP14X89 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0435 639001-001 LUMP| 18400.00000 18400.00| 7500.00000 7500.00| CONSTRUCTION LAYOUT STAKE | | | 0445 679002-001 72.000 CY | 1300.00000 93600.00| 785.00000 56520.00| SPECIALIZED CONCRETE OVERLAY | | | 0450 679006-001 LUMP| 2400.00000 2400.00| 500.00000 500.00| TEST SLAB | | | SECTION TOTALS | $ 1,628,614.34| $ 1,620,739.20| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 ON JOB TRAINING | | | 0455 699000-001 1000.000 HR | 0.80000 800.00| 0.80000 800.00| ON JOB TRAINING | | | SECTION TOTALS | $ 800.00| $ 800.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 COMPUTER SYSTEM | | | 0460 640004-001 LUMP| 2900.00000 2900.00| 4500.00000 4500.00| COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 2,900.00| $ 4,500.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,459,445.02| $ 2,466,000.00| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 011 -1 VENDOR RANKING CALL ORDER : 011 CONTRACT ID : 9735015 COUNTIES : MERCER LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : MONTCALM BRIDGE PROJECT(S) : S328-0071/00-003.80 00 LOCATION: OVER BLUESTONE R., 0.01 MI. N. C0. 71/14 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0417282 TURMAN CONSTRUCTION CO. $ 979,233.05 100.0000% 2 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 1,050,874.00 107.3160% 3 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 1,064,224.09 108.6793% 4 61-0911548 ROBERTS CONSTRUCTION COMPANY $ 1,130,637.40 115.4615% 5 54-1161087 CORTE CONSTRUCTION CO., INC. & SUBSIDIARY $ 1,169,695.20 119.4501% 6 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 1,373,876.00 140.3012% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 011 -2 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 9735015 COUNTIES : MERCER LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0417282 |(2) 62-1345425 |(3) 55-0487806 |TURMAN CONSTRUCTION CO. |BILCO CONSTRUCTION COMPANY, |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE, DRAIN AND PAVE | | | 0005 201001-000 1.000 LS | 24000.00000 24000.00| 11000.00000 11000.00| 41000.00000 41000.00 CLEARING AND GRUBBING | | | 0007 202001-000 1.000 LS | 2500.00000 2500.00| 800.00000 800.00| 6100.00000 6100.00 BUILDING DEMOLITION NUMBER, 1/1 | | | 0008 202001-000 1.000 LS | 2500.00000 2500.00| 600.00000 600.00| 3000.00000 3000.00 BUILDING DEMOLITION NUMBER, 7/1 | | | 0010 204001-000 LUMP| 36000.00000 36000.00| 22000.00000 22000.00| 32700.00000 32700.00 MOBILIZATION | | | 0015 207001-001 699.000 CY | 10.00000 6990.00| 7.00000 4893.00| 13.00000 9087.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 197.000 CY | 35.00000 6895.00| 42.00000 8274.00| 48.00000 9456.00 SUBGRADE | | | 0025 207034-000 1924.000 SY | 1.55000 2982.20| 1.00000 1924.00| 1.80000 3463.20 FABRIC FOR SEPARATION | | | 0027 208001-000 2.000 EA | 12500.00000 25000.00| 2000.00000 4000.00| 6300.00000 12600.00 STORAGE TANK REMOVAL | | | 0030 211001-000 1240.000 CY | 15.00000 18600.00| 10.00000 12400.00| 21.00000 26040.00 UNCLASSIFIED BORROW EXCAVATION | | | 0032 211002-000 1037.000 CY | 30.00000 31110.00| 20.00000 20740.00| 27.00000 27999.00 ROCK BORROW EXCAVATION | | | 0035 307001-000 422.000 CY | 35.00000 14770.00| 42.00000 17724.00| 43.00000 18146.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0045 408002-001 42.000 GA | 1.50000 63.00| 2.00000 84.00| 1.50000 63.00 BITUMINOUS MATERIAL | | | 0055 501010-001 2.000 EA | 2500.00000 5000.00| 200.00000 400.00| 580.00000 1160.00 BRIDGE APPROACH EXPANSION JOINT | | | 0060 502001-012 151.000 SY | 145.00000 21895.00| 130.00000 19630.00| 160.00000 24160.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0065 604009-016 1.000 EA | 155.00000 155.00| 300.00000 300.00| 220.00000 220.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0070 604076-016 105.000 LF | 65.00000 6825.00| 65.00000 6825.00| 62.00000 6510.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0075 605009-001 2.000 EA | 1750.00000 3500.00| 3200.00000 6400.00| 2100.00000 4200.00 TYPE G INLET | | | 0080 607001-001 412.500 LF | 11.60000 4785.00| 20.00000 8250.00| 12.00000 4950.00 TYPE 1 GUARDRAIL, CLASS I | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 011 -3 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 9735015 COUNTIES : MERCER LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0417282 |(2) 62-1345425 |(3) 55-0487806 |TURMAN CONSTRUCTION CO. |BILCO CONSTRUCTION COMPANY, |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0085 607006-001 4.000 EA | 875.00000 3500.00| 1000.00000 4000.00| 880.00000 3520.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0090 607065-001 1.000 EA | 1400.00000 1400.00| 1600.00000 1600.00| 1400.00000 1400.00 FLARED END TERMINAL | | | 0095 608001-002 175.000 LF | 28.20000 4935.00| 30.00000 5250.00| 28.00000 4900.00 4 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0100 633001-001 28.000 SY | 150.00000 4200.00| 80.00000 2240.00| 140.00000 3920.00 CONCRETE GUTTER | | | 0105 636007-001 800.000 LF | 0.95000 760.00| 1.25000 1000.00| 0.46000 368.00 ERADICATION OF PAVEMENT MARKING | | | 0110 636009-001 100.000 LF | 1.00000 100.00| 1.25000 125.00| 1.20000 120.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0115 636011-001 4945.000 UN | 0.79000 3906.55| 0.80000 3956.00| 0.81000 4005.45 TRAFFIC CONTROL DEVICE | | | 0120 636012-010 2.000 EA | 200.00000 400.00| 0.50000 1.00| 220.00000 440.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0125 636013-001 40.000 EA | 2.00000 80.00| 0.05000 2.00| 4.50000 180.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0130 636014-001 1500.000 HR | 0.01000 15.00| 34.00000 51000.00| 1.00000 1500.00 FLAGGER | | | 0135 636017-001 40.000 LF | 25.00000 1000.00| 10.00000 400.00| 8.40000 336.00 TEMPORARY CONCRETE BARRIER | | | 0150 636025-001 960.000 DA | 1.25000 1200.00| 2.50000 2400.00| 1.00000 960.00 WARNING LIGHTS, TYPE B | | | 0155 637001-001 5.000 MG | 10.00000 50.00| 25.00000 125.00| 21.00000 105.00 WATER FOR DUST PALLIATIVE | | | 0160 638002-001 8.000 EA | 125.00000 1000.00| 100.00000 800.00| 55.00000 440.00 RIGHT OF WAY MARKER | | | 0165 639001-001 LUMP| 3500.00000 3500.00| 31000.00000 31000.00| 6100.00000 6100.00 CONSTRUCTION LAYOUT STAKE | | | 0170 640003-001 LUMP| 1500.00000 1500.00| 1500.00000 1500.00| 590.00000 590.00 BUILDING EQUIPMENT | | | 0175 640006-001 8.000 MO | 1000.00000 8000.00| 650.00000 5200.00| 1000.00000 8000.00 SMALL FIELD OFFICE | | | 0176 642001-001 137.000 LF | 1.00000 137.00| 2.00000 274.00| 2.10000 287.70 TEMPORARY BERM | | | 0177 642004-003 43.000 LB | 20.00000 860.00| 50.00000 2150.00| 30.00000 1290.00 SEED MIXTURE, D | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 011 -4 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 9735015 COUNTIES : MERCER LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0417282 |(2) 62-1345425 |(3) 55-0487806 |TURMAN CONSTRUCTION CO. |BILCO CONSTRUCTION COMPANY, |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0178 642005-001 0.900 TN | 1550.00000 1395.00| 1500.00000 1350.00| 660.00000 594.00 MULCH, STRAW OR HAY | | | 0179 642006-001 0.200 TN | 1500.00000 300.00| 2000.00000 400.00| 610.00000 122.00 FERTILIZER | | | 0180 642009-001 1400.000 LF | 1.00000 1400.00| 0.20000 280.00| 2.00000 2800.00 CONTOUR DITCH | | | 0181 642010-001 0.700 TN | 200.00000 140.00| 200.00000 140.00| 100.00000 70.00 AGRICULTURAL LIMESTONE | | | 0182 642011-001 240.000 EA | 5.00000 1200.00| 4.00000 960.00| 12.00000 2880.00 HAY OR STRAW BALE | | | 0183 642012-001 700.000 LF | 3.00000 2100.00| 2.00000 1400.00| 3.50000 2450.00 SILT FENCE | | | 0184 642031-001 10.000 EA | 25.00000 250.00| 10.00000 100.00| 280.00000 2800.00 DITCH CHECK | | | 0185 652002-001 0.200 TN | 1500.00000 300.00| 2000.00000 400.00| 610.00000 122.00 FERTILIZER, 10-20-10 | | | 0186 652003-001 19.800 LB | 15.00000 297.00| 50.00000 990.00| 35.00000 693.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0187 652004-001 0.600 TN | 1550.00000 930.00| 1500.00000 900.00| 1100.00000 660.00 STRAW OR HAY MULCH | | | 0189 401001-001 AA1 287.000 TN | 49.00000 14063.00| 54.00000 15498.00| 49.00000 14063.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0190 401001-002 AA2 274.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0195 401002-001 AB1 69.000 TN | 91.00000 6279.00| 100.00000 6900.00| 92.00000 6348.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE I | | | 0200 401002-002 AB2 67.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE I | | | 0205 401003-001 AC1 4.000 TN | 91.00000 364.00| 100.00000 400.00| 92.00000 368.00 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0210 401003-002 AC2 3.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 011 -5 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 9735015 COUNTIES : MERCER LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0417282 |(2) 62-1345425 |(3) 55-0487806 |TURMAN CONSTRUCTION CO. |BILCO CONSTRUCTION COMPANY, |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 279,131.75| $ 288,985.00| $ 303,286.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE NO. 4666 | | | 0215 203001-000 LUMP| 30000.00000 30000.00| 55000.00000 55000.00| 20700.00000 20700.00 DISMANTLING STRUCTURE | | | 0225 212001-000 106.000 CY | 27.00000 2862.00| 30.00000 3180.00| 90.00000 9540.00 STRUCTURE EXCAVATION | | | 0230 212005-000 83.000 CY | 66.00000 5478.00| 80.00000 6640.00| 73.00000 6059.00 SELECT MATERIAL FOR BACKFILLING | | | 0235 601002-001 80.000 CY | 600.00000 48000.00| 440.00000 35200.00| 700.00000 56000.00 CLASS B CONCRETE | | | 0240 601003-001 183.000 CY | 600.00000 109800.00| 600.00000 109800.00| 780.00000 142740.00 CLASS K CONCRETE | | | 0245 602001-001 11435.000 LB | 0.75000 8576.25| 0.60000 6861.00| 0.64000 7318.40 REINFORCING STEEL BAR | | | 0250 602002-001 29353.000 LB | 0.85000 24950.05| 0.70000 20547.10| 0.78000 22895.34 EPOXY COATED REINFORCING STEEL BAR | | | 0255 615001-001 1.000 LS | 360000.00000 360000.00| 325000.00000 325000.00| 312700.00000 312700.00 STEEL SUPERSTRUCTURE | | | 0260 616005-006 224.000 LF | 55.00000 12320.00| 40.00000 8960.00| 190.00000 42560.00 HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0265 639001-001 LUMP| 3500.00000 3500.00| 13000.90000 13000.90| 3100.00000 3100.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 605,486.30| $ 584,189.00| $ 623,612.74 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 SEWERLINE RELOCATION | | | 0270 639001-001 LUMP| 1500.00000 1500.00| 2000.00000 2000.00| 30000.00000 30000.00 CONSTRUCTION LAYOUT STAKE | | | 0275 675008-221 221.000 LF | 40.00000 8840.00| 180.00000 39780.00| 100.00000 22100.00 8 INCH DUCTILE IRON SEWER PIPE, TYPE I, | | | CLASS 50 | | | 0280 675008-301 175.000 LF | 60.00000 10500.00| 200.00000 35000.00| 150.00000 26250.00 16 INCH DUCTILE IRON SEWER PIPE, TYPE I,| | | CLASS 52 | | | 0285 675014-001 6.000 EA | 3500.00000 21000.00| 4500.00000 27000.00| 2500.00000 15000.00 MANHOLE COMPLETE, INCLUDING CASTING | | | 0290 675017-001 2.000 EA | 850.00000 1700.00| 1500.00000 3000.00| 500.00000 1000.00 ABANDONING MANHOLE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 011 -6 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 9735015 COUNTIES : MERCER LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0417282 |(2) 62-1345425 |(3) 55-0487806 |TURMAN CONSTRUCTION CO. |BILCO CONSTRUCTION COMPANY, |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0295 675021-300 150.000 LF | 115.00000 17250.00| 180.00000 27000.00| 50.00000 7500.00 16 INCH STEEL CASING PIPE, THICKNESS | | | 0.25" | | | 0300 675021-380 115.000 LF | 135.00000 15525.00| 220.00000 25300.00| 100.00000 11500.00 24 INCH STEEL CASING PIPE, THICKNESS | | | 0.38" | | | SECTION TOTALS | $ 76,315.00| $ 159,080.00| $ 113,350.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 WATERLINE RELOCATION | | | 0305 639001-001 LUMP| 1500.00000 1500.00| 1500.00000 1500.00| 2300.00000 2300.00 CONSTRUCTION LAYOUT STAKE | | | 0310 670004-181 115.000 LF | 40.00000 4600.00| 48.00000 5520.00| 65.00000 7475.00 4 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 0315 670009-180 4.000 EA | 1550.00000 6200.00| 800.00000 3200.00| 850.00000 3400.00 4 INCH GATE VALVE AND VALVE BOX | | | 0320 670010-260 60.000 LF | 100.00000 6000.00| 140.00000 8400.00| 180.00000 10800.00 12 INCH STEEL CASING PIPE, THICKNESS | | | 0.25" | | | SECTION TOTALS | $ 18,300.00| $ 18,620.00| $ 23,975.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 979,233.05| $ 1,050,874.00| $ 1,064,224.09 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 011 -7 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 9735015 COUNTIES : MERCER LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(4) 61-0911548 |(5) 54-1161087 |(6) 55-0710073 |ROBERTS CONSTRUCTION COMPANY|CORTE CONSTRUCTION CO., INC.|TEAYS RIVER CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE, DRAIN AND PAVE | | | 0005 201001-000 1.000 LS | 44000.00000 44000.00| 13000.00000 13000.00| 138203.00000 138203.00 CLEARING AND GRUBBING | | | 0007 202001-000 1.000 LS | 1000.00000 1000.00| 1800.00000 1800.00| 6000.00000 6000.00 BUILDING DEMOLITION NUMBER, 1/1 | | | 0008 202001-000 1.000 LS | 1000.00000 1000.00| 800.00000 800.00| 3000.00000 3000.00 BUILDING DEMOLITION NUMBER, 7/1 | | | 0010 204001-000 LUMP| 20000.00000 20000.00| 35000.00000 35000.00| 45000.00000 45000.00 MOBILIZATION | | | 0015 207001-001 699.000 CY | 12.00000 8388.00| 15.00000 10485.00| 20.00000 13980.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 197.000 CY | 50.00000 9850.00| 33.00000 6501.00| 38.00000 7486.00 SUBGRADE | | | 0025 207034-000 1924.000 SY | 2.00000 3848.00| 1.70000 3270.80| 1.00000 1924.00 FABRIC FOR SEPARATION | | | 0027 208001-000 2.000 EA | 10000.00000 20000.00| 3500.00000 7000.00| 6225.00000 12450.00 STORAGE TANK REMOVAL | | | 0030 211001-000 1240.000 CY | 14.00000 17360.00| 21.00000 26040.00| 25.00000 31000.00 UNCLASSIFIED BORROW EXCAVATION | | | 0032 211002-000 1037.000 CY | 44.00000 45628.00| 27.00000 27999.00| 38.00000 39406.00 ROCK BORROW EXCAVATION | | | 0035 307001-000 422.000 CY | 50.00000 21100.00| 32.00000 13504.00| 48.00000 20256.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0045 408002-001 42.000 GA | 2.00000 84.00| 1.70000 71.40| 1.50000 63.00 BITUMINOUS MATERIAL | | | 0055 501010-001 2.000 EA | 2000.00000 4000.00| 1100.00000 2200.00| 1.00000 2.00 BRIDGE APPROACH EXPANSION JOINT | | | 0060 502001-012 151.000 SY | 145.00000 21895.00| 150.00000 22650.00| 130.00000 19630.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0065 604009-016 1.000 EA | 400.00000 400.00| 200.00000 200.00| 200.00000 200.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0070 604076-016 105.000 LF | 50.00000 5250.00| 33.00000 3465.00| 65.00000 6825.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0075 605009-001 2.000 EA | 2400.00000 4800.00| 1000.00000 2000.00| 1700.00000 3400.00 TYPE G INLET | | | 0080 607001-001 412.500 LF | 19.00000 7837.50| 18.00000 7425.00| 20.00000 8250.00 TYPE 1 GUARDRAIL, CLASS I | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 011 -8 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 9735015 COUNTIES : MERCER LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(4) 61-0911548 |(5) 54-1161087 |(6) 55-0710073 |ROBERTS CONSTRUCTION COMPANY|CORTE CONSTRUCTION CO., INC.|TEAYS RIVER CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0085 607006-001 4.000 EA | 1100.00000 4400.00| 1050.00000 4200.00| 950.00000 3800.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0090 607065-001 1.000 EA | 1400.00000 1400.00| 1400.00000 1400.00| 1250.00000 1250.00 FLARED END TERMINAL | | | 0095 608001-002 175.000 LF | 32.00000 5600.00| 32.00000 5600.00| 16.00000 2800.00 4 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0100 633001-001 28.000 SY | 60.00000 1680.00| 118.00000 3304.00| 145.00000 4060.00 CONCRETE GUTTER | | | 0105 636007-001 800.000 LF | 1.00000 800.00| 0.60000 480.00| 1.00000 800.00 ERADICATION OF PAVEMENT MARKING | | | 0110 636009-001 100.000 LF | 1.50000 150.00| 1.50000 150.00| 1.00000 100.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0115 636011-001 4945.000 UN | 0.74000 3659.30| 0.90000 4450.50| 0.80000 3956.00 TRAFFIC CONTROL DEVICE | | | 0120 636012-010 2.000 EA | 300.00000 600.00| 230.00000 460.00| 200.00000 400.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0125 636013-001 40.000 EA | 10.00000 400.00| 6.00000 240.00| 2.00000 80.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0130 636014-001 1500.000 HR | 2.00000 3000.00| 30.00000 45000.00| 0.01000 15.00 FLAGGER | | | 0135 636017-001 40.000 LF | 40.00000 1600.00| 62.00000 2480.00| 32.00000 1280.00 TEMPORARY CONCRETE BARRIER | | | 0150 636025-001 960.000 DA | 1.05000 1008.00| 1.20000 1152.00| 1.25000 1200.00 WARNING LIGHTS, TYPE B | | | 0155 637001-001 5.000 MG | 1.00000 5.00| 120.00000 600.00| 50.00000 250.00 WATER FOR DUST PALLIATIVE | | | 0160 638002-001 8.000 EA | 60.00000 480.00| 35.00000 280.00| 50.00000 400.00 RIGHT OF WAY MARKER | | | 0165 639001-001 LUMP| 7000.00000 7000.00| 3300.00000 3300.00| 3500.00000 3500.00 CONSTRUCTION LAYOUT STAKE | | | 0170 640003-001 LUMP| 3000.00000 3000.00| 800.00000 800.00| 2000.00000 2000.00 BUILDING EQUIPMENT | | | 0175 640006-001 8.000 MO | 1100.00000 8800.00| 1500.00000 12000.00| 1200.00000 9600.00 SMALL FIELD OFFICE | | | 0176 642001-001 137.000 LF | 10.00000 1370.00| 4.00000 548.00| 1.00000 137.00 TEMPORARY BERM | | | 0177 642004-003 43.000 LB | 50.00000 2150.00| 71.00000 3053.00| 65.00000 2795.00 SEED MIXTURE, D | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 011 -9 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 9735015 COUNTIES : MERCER LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(4) 61-0911548 |(5) 54-1161087 |(6) 55-0710073 |ROBERTS CONSTRUCTION COMPANY|CORTE CONSTRUCTION CO., INC.|TEAYS RIVER CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0178 642005-001 0.900 TN | 300.00000 270.00| 2200.00000 1980.00| 2000.00000 1800.00 MULCH, STRAW OR HAY | | | 0179 642006-001 0.200 TN | 400.00000 80.00| 3300.00000 660.00| 3000.00000 600.00 FERTILIZER | | | 0180 642009-001 1400.000 LF | 8.00000 11200.00| 3.00000 4200.00| 1.00000 1400.00 CONTOUR DITCH | | | 0181 642010-001 0.700 TN | 100.00000 70.00| 165.00000 115.50| 150.00000 105.00 AGRICULTURAL LIMESTONE | | | 0182 642011-001 240.000 EA | 15.00000 3600.00| 5.00000 1200.00| 7.00000 1680.00 HAY OR STRAW BALE | | | 0183 642012-001 700.000 LF | 10.00000 7000.00| 2.00000 1400.00| 3.00000 2100.00 SILT FENCE | | | 0184 642031-001 10.000 EA | 100.00000 1000.00| 133.00000 1330.00| 250.00000 2500.00 DITCH CHECK | | | 0185 652002-001 0.200 TN | 400.00000 80.00| 2200.00000 440.00| 2000.00000 400.00 FERTILIZER, 10-20-10 | | | 0186 652003-001 19.800 LB | 40.00000 792.00| 165.00000 3267.00| 150.00000 2970.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0187 652004-001 0.600 TN | 300.00000 180.00| 2200.00000 1320.00| 2000.00000 1200.00 STRAW OR HAY MULCH | | | 0189 401001-001 AA1 287.000 TN | 66.00000 18942.00| 54.00000 15498.00| 75.00000 21525.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0190 401001-002 AA2 274.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0195 401002-001 AB1 69.000 TN | 108.00000 7452.00| 100.00000 6900.00| 120.00000 8280.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE I | | | 0200 401002-002 AB2 67.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE I | | | 0205 401003-001 AC1 4.000 TN | 108.00000 432.00| 100.00000 400.00| 100.00000 400.00 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0210 401003-002 AC2 3.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 011 -10 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 9735015 COUNTIES : MERCER LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(4) 61-0911548 |(5) 54-1161087 |(6) 55-0710073 |ROBERTS CONSTRUCTION COMPANY|CORTE CONSTRUCTION CO., INC.|TEAYS RIVER CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 334,640.80| $ 311,619.20| $ 440,458.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE NO. 4666 | | | 0215 203001-000 LUMP| 12000.00000 12000.00| 50000.00000 50000.00| 15000.00000 15000.00 DISMANTLING STRUCTURE | | | 0225 212001-000 106.000 CY | 18.00000 1908.00| 35.00000 3710.00| 40.00000 4240.00 STRUCTURE EXCAVATION | | | 0230 212005-000 83.000 CY | 60.00000 4980.00| 50.00000 4150.00| 50.00000 4150.00 SELECT MATERIAL FOR BACKFILLING | | | 0235 601002-001 80.000 CY | 440.00000 35200.00| 475.00000 38000.00| 570.00000 45600.00 CLASS B CONCRETE | | | 0240 601003-001 183.000 CY | 560.00000 102480.00| 680.00000 124440.00| 600.00000 109800.00 CLASS K CONCRETE | | | 0245 602001-001 11435.000 LB | 0.50000 5717.50| 1.00000 11435.00| 1.00000 11435.00 REINFORCING STEEL BAR | | | 0250 602002-001 29353.000 LB | 0.70000 20547.10| 1.00000 29353.00| 1.00000 29353.00 EPOXY COATED REINFORCING STEEL BAR | | | 0255 615001-001 1.000 LS | 416000.00000 416000.00| 345000.00000 345000.00| 479000.00000 479000.00 STEEL SUPERSTRUCTURE | | | 0260 616005-006 224.000 LF | 73.50000 16464.00| 300.00000 67200.00| 190.00000 42560.00 HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0265 639001-001 LUMP| 7000.00000 7000.00| 6000.00000 6000.00| 2500.00000 2500.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 622,296.60| $ 679,288.00| $ 743,638.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 SEWERLINE RELOCATION | | | 0270 639001-001 LUMP| 3000.00000 3000.00| 2000.00000 2000.00| 2500.00000 2500.00 CONSTRUCTION LAYOUT STAKE | | | 0275 675008-221 221.000 LF | 150.00000 33150.00| 183.00000 40443.00| 130.00000 28730.00 8 INCH DUCTILE IRON SEWER PIPE, TYPE I, | | | CLASS 50 | | | 0280 675008-301 175.000 LF | 200.00000 35000.00| 207.00000 36225.00| 110.00000 19250.00 16 INCH DUCTILE IRON SEWER PIPE, TYPE I,| | | CLASS 52 | | | 0285 675014-001 6.000 EA | 4200.00000 25200.00| 4600.00000 27600.00| 4000.00000 24000.00 MANHOLE COMPLETE, INCLUDING CASTING | | | 0290 675017-001 2.000 EA | 600.00000 1200.00| 1100.00000 2200.00| 1500.00000 3000.00 ABANDONING MANHOLE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 011 -11 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 9735015 COUNTIES : MERCER LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(4) 61-0911548 |(5) 54-1161087 |(6) 55-0710073 |ROBERTS CONSTRUCTION COMPANY|CORTE CONSTRUCTION CO., INC.|TEAYS RIVER CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0295 675021-300 150.000 LF | 220.00000 33000.00| 180.00000 27000.00| 350.00000 52500.00 16 INCH STEEL CASING PIPE, THICKNESS | | | 0.25" | | | 0300 675021-380 115.000 LF | 220.00000 25300.00| 220.00000 25300.00| 320.00000 36800.00 24 INCH STEEL CASING PIPE, THICKNESS | | | 0.38" | | | SECTION TOTALS | $ 155,850.00| $ 160,768.00| $ 166,780.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 WATERLINE RELOCATION | | | 0305 639001-001 LUMP| 3000.00000 3000.00| 1100.00000 1100.00| 2500.00000 2500.00 CONSTRUCTION LAYOUT STAKE | | | 0310 670004-181 115.000 LF | 50.00000 5750.00| 48.00000 5520.00| 60.00000 6900.00 4 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 0315 670009-180 4.000 EA | 1000.00000 4000.00| 825.00000 3300.00| 250.00000 1000.00 4 INCH GATE VALVE AND VALVE BOX | | | 0320 670010-260 60.000 LF | 85.00000 5100.00| 135.00000 8100.00| 210.00000 12600.00 12 INCH STEEL CASING PIPE, THICKNESS | | | 0.25" | | | SECTION TOTALS | $ 17,850.00| $ 18,020.00| $ 23,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,130,637.40| $ 1,169,695.20| $ 1,373,876.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 012 -1 VENDOR RANKING CALL ORDER : 012 CONTRACT ID : 0126240 COUNTIES : MONONGALIA LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : MAIDSVILLE #1 - BRIDGE #4662 PROJECT(S) : S331-0100/00-003.97 00 00BR 0100 011 E00 LOCATION: OVER ROBINSON RUN, 0.04 MI N CO 53 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 34-1421920 OHIO-WEST VIRGINIA EXCAVATING CO., INC. $ 629,564.00 100.0000% 2 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 690,317.00 109.6500% 3 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 762,278.50 121.0803% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 012 -2 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0126240 COUNTIES : MONONGALIA LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 34-1421920 |(2) 62-1345425 |(3) 55-0710073 |OHIO-WEST VIRGINIA EXCAVATIN|BILCO CONSTRUCTION COMPANY, |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 | 12000.00000 12000.00| 21900.00000 21900.00| 20600.00000 20600.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 24500.00000 24500.00| 10000.00000 10000.00| 21000.00000 21000.00 MOBILIZATION | | | 0015 207001-001 7896.000 M3 | 10.00000 78960.00| 9.00000 71064.00| 15.00000 118440.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 460.000 M3 | 46.00000 21160.00| 52.00000 23920.00| 70.00000 32200.00 SUBGRADE | | | 0025 207034-000 2649.000 M2 | 1.50000 3973.50| 1.50000 3973.50| 2.00000 5298.00 FABRIC FOR SEPARATION | | | 0030 211001-000 512.000 M3 | 8.00000 4096.00| 15.00000 7680.00| 30.00000 15360.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 211002-000 1169.000 M3 | 26.00000 30394.00| 30.00000 35070.00| 35.00000 40915.00 ROCK BORROW EXCAVATION | | | 0040 240001-000 48.000 M | 35.00000 1680.00| 25.00000 1200.00| 35.00000 1680.00 CLEAN CULVERT ,375MM | | | 0045 240002-000 1.000 EA | 150.00000 150.00| 300.00000 300.00| 200.00000 200.00 CLEAN INLET | | | 0050 307001-000 886.000 M3 | 43.00000 38098.00| 52.00000 46072.00| 60.00000 53160.00 AGGREGATE BASE COURSE, CLASS I | | | 0055 601002-001 0.520 M3 | 2000.00000 1040.00| 2000.00000 1040.00| 2000.00000 1040.00 CLASS B CONCRETE | | | 0060 604076-014 13.000 M | 135.00000 1755.00| 180.00000 2340.00| 180.00000 2340.00 400 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, A2 | | | 0065 604076-016 19.000 M | 125.00000 2375.00| 200.00000 3800.00| 165.00000 3135.00 450 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, A2 | | | 0070 605009-001 1.000 EA | 1500.00000 1500.00| 2800.00000 2800.00| 1100.00000 1100.00 TYPE G INLET | | | 0075 607001-001 61.000 M | 53.00000 3233.00| 56.00000 3416.00| 55.00000 3355.00 TYPE 1 GUARDRAIL, CLASS I | | | 0080 607006-001 5.000 EA | 850.00000 4250.00| 880.00000 4400.00| 850.00000 4250.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0085 607065-001 1.000 EA | 1300.00000 1300.00| 1375.00000 1375.00| 1300.00000 1300.00 FLARED END TERMINAL | | | 0090 607066-001 1.000 EA | 1600.00000 1600.00| 1705.00000 1705.00| 1600.00000 1600.00 TANGENT END TERMINAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 012 -3 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0126240 COUNTIES : MONONGALIA LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 34-1421920 |(2) 62-1345425 |(3) 55-0710073 |OHIO-WEST VIRGINIA EXCAVATIN|BILCO CONSTRUCTION COMPANY, |TEAYS RIVER CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 633001-001 47.000 M2 | 95.00000 4465.00| 85.00000 3995.00| 125.00000 5875.00 CONCRETE GUTTER | | | 0100 633003-001 32.000 M3 | 63.00000 2016.00| 50.00000 1600.00| 40.00000 1280.00 DUMPED ROCK GUTTER | | | 0105 636008-001 300.000 M | 3.50000 1050.00| 2.00000 600.00| 2.20000 660.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0110 636011-001 5190.000 UN | 1.00000 5190.00| 0.75000 3892.50| 1.00000 5190.00 TRAFFIC CONTROL DEVICE | | | 0115 636012-010 1.000 EA | 250.00000 250.00| 1.00000 1.00| 200.00000 200.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0120 636013-001 6.000 EA | 5.00000 30.00| 0.50000 3.00| 10.00000 60.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0125 636014-001 800.000 HR | 35.00000 28000.00| 35.00000 28000.00| 35.00000 28000.00 FLAGGER | | | 0130 636025-001 180.000 DA | 0.55000 99.00| 0.50000 90.00| 0.50000 90.00 WARNING LIGHTS, TYPE A | | | 0135 636025-001 1600.000 DA | 1.85000 2960.00| 2.00000 3200.00| 1.25000 2000.00 WARNING LIGHTS, TYPE B | | | 0140 637001-001 5.000 KL | 20.00000 100.00| 80.00000 400.00| 25.00000 125.00 WATER FOR DUST PALLIATIVE | | | 0145 638002-001 9.000 EA | 100.00000 900.00| 100.00000 900.00| 50.00000 450.00 RIGHT OF WAY MARKER | | | 0150 639001-001 LUMP| 7500.00000 7500.00| 25000.00000 25000.00| 1000.00000 1000.00 CONSTRUCTION LAYOUT STAKE | | | 0155 640006-001 12.000 MO | 400.00000 4800.00| 700.00000 8400.00| 1000.00000 12000.00 SMALL FIELD OFFICE | | | 0160 640003-001 LUMP| 500.00000 500.00| 1500.00000 1500.00| 2500.00000 2500.00 BUILDING EQUIPMENT | | | 0165 642004-001 18.000 KG | 19.00000 342.00| 19.00000 342.00| 20.00000 360.00 SEED MIXTURE, TEMPORARY | | | 0170 642005-001 1.100 MGR | 1200.00000 1320.00| 1220.00000 1342.00| 1300.00000 1430.00 MULCH, STRAW OR HAY | | | 0175 642006-001 0.300 MGR | 900.00000 270.00| 880.00000 264.00| 950.00000 285.00 FERTILIZER | | | 0180 642011-001 20.000 EA | 3.50000 70.00| 6.00000 120.00| 8.00000 160.00 HAY OR STRAW BALE | | | 0185 642012-001 260.000 M | 9.00000 2340.00| 9.00000 2340.00| 13.00000 3380.00 SILT FENCE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 012 -4 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0126240 COUNTIES : MONONGALIA LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 34-1421920 |(2) 62-1345425 |(3) 55-0710073 |OHIO-WEST VIRGINIA EXCAVATIN|BILCO CONSTRUCTION COMPANY, |TEAYS RIVER CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 652001-001 0.600 MGR | 75.00000 45.00| 77.00000 46.20| 80.00000 48.00 AGRICULTURAL LIMESTONE | | | 0195 652002-001 0.300 MGR | 1200.00000 360.00| 1210.00000 363.00| 1200.00000 360.00 FERTILIZER, 10-20-10 | | | 0200 652002-002 0.100 MGR | 1200.00000 120.00| 1210.00000 121.00| 1200.00000 120.00 FERTILIZER, UREA FORMALDEHYDE | | | 0205 652003-001 24.000 KG | 28.00000 672.00| 30.00000 720.00| 30.00000 720.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0210 652003-002 4.000 KG | 33.00000 132.00| 33.00000 132.00| 35.00000 140.00 SEED MIXTURE, D | | | 0215 652004-001 1.200 MGR | 1200.00000 1440.00| 1215.00000 1458.00| 1300.00000 1560.00 STRAW OR HAY MULCH | | | 0220 652004-002 0.100 MGR | 800.00000 80.00| 850.00000 85.00| 900.00000 90.00 WOOD CELLULOSE FIBER MULCH | | | 0225 401001-001 AA1 768.000 MGR | 50.00000 38400.00| 50.00000 38400.00| 50.00000 38400.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0230 401001-002 AA2 699.000 MGR | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0235 401002-001 BB1 97.000 MGR | 85.00000 8245.00| 84.00000 8148.00| 160.00000 15520.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE I | | | 0240 401002-002 BB2 88.000 MGR | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE I | | | 0245 636002-001 CC1 344.000 MGR | 20.00000 6880.00| 26.00000 8944.00| 20.00000 6880.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0250 636002-002 CC2 313.000 MGR | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 350,640.50| $ 382,462.20| $ 455,856.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 COMPUTER SYSTEM | | | 0255 640004-001 LUMP| 500.00000 500.00| 4000.00000 4000.00| 2500.00000 2500.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 012 -5 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0126240 COUNTIES : MONONGALIA LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 34-1421920 |(2) 62-1345425 |(3) 55-0710073 |OHIO-WEST VIRGINIA EXCAVATIN|BILCO CONSTRUCTION COMPANY, |TEAYS RIVER CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 500.00| $ 4,000.00| $ 2,500.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 PAVEMENT MARKINGS | | | 0260 663001-004 453.000 M | 2.75000 1245.75| 2.00000 906.00| 1.25000 566.25 EDGE LINE, TYPE II (WHITE) | | | 0265 663003-005 453.000 M | 2.75000 1245.75| 2.00000 906.00| 1.25000 566.25 BARRIER LINE, TYPE II (YELLOW) | | | 0270 663005-010 10.000 M | 45.00000 450.00| 40.00000 400.00| 40.00000 400.00 STOP LINE, TYPE V | | | SECTION TOTALS | $ 2,941.50| $ 2,212.00| $ 1,532.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 RETAINING WALL | | | 0275 212001-000 100.000 M3 | 75.00000 7500.00| 30.00000 3000.00| 25.00000 2500.00 STRUCTURE EXCAVATION | | | 0280 601002-001 41.000 M3 | 600.00000 24600.00| 525.00000 21525.00| 585.00000 23985.00 CLASS B CONCRETE | | | 0285 602001-001 3006.000 KG | 1.75000 5260.50| 1.75000 5260.50| 2.00000 6012.00 REINFORCING STEEL BAR | | | 0290 639001-001 LUMP| 500.00000 500.00| 5000.50000 5000.50| 1000.00000 1000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 37,860.50| $ 34,786.00| $ 33,497.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 WATERLINE RELOCATION | | | 0295 639001-001 LUMP| 500.00000 500.00| 5000.00000 5000.00| 1000.00000 1000.00 CONSTRUCTION LAYOUT STAKE | | | 0300 670004-201 212.000 M | 150.00000 31800.00| 140.00000 29680.00| 125.00000 26500.00 150 MM DUCTILE IRON PIPE, TYPE I, CLASS | | | 50 | | | 0305 670008-120 25.000 M | 125.00000 3125.00| 60.00000 1500.00| 75.00000 1875.00 50 MM COPPER SERVICE PIPE | | | 0310 670009-200 1.000 EA | 1200.00000 1200.00| 750.00000 750.00| 1200.00000 1200.00 150 MM GATE VALVE AND VALVE BOX | | | 0315 670015-060 2.000 EA | 1300.00000 2600.00| 1200.00000 2400.00| 500.00000 1000.00 25 MM METER | | | 0320 670015-120 1.000 EA | 3000.00000 3000.00| 2700.00000 2700.00| 600.00000 600.00 50 MM METER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 012 -6 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0126240 COUNTIES : MONONGALIA LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 34-1421920 |(2) 62-1345425 |(3) 55-0710073 |OHIO-WEST VIRGINIA EXCAVATIN|BILCO CONSTRUCTION COMPANY, |TEAYS RIVER CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 42,225.00| $ 42,030.00| $ 32,175.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 BRIDGE #4662 | | | 0325 203001-000 LUMP| 10000.00000 10000.00| 15000.00000 15000.00| 16000.00000 16000.00 DISMANTLING STRUCTURE | | | 0330 212002-000 177.000 M3 | 45.00000 7965.00| 55.00000 9735.00| 35.00000 6195.00 WET EXCAVATION | | | 0335 212005-000 50.000 M3 | 115.00000 5750.00| 90.00000 4500.00| 100.00000 5000.00 SELECT MATERIAL FOR BACKFILLING | | | 0340 601002-001 94.000 M3 | 475.00000 44650.00| 525.00000 49350.00| 640.00000 60160.00 CLASS B CONCRETE | | | 0345 601003-001 120.000 M3 | 625.00000 75000.00| 785.00000 94200.00| 765.00000 91800.00 CLASS K CONCRETE | | | 0350 602001-001 7910.000 KG | 1.65000 13051.50| 1.60000 12656.00| 2.00000 15820.00 REINFORCING STEEL BAR | | | 0355 602002-001 7020.000 KG | 2.00000 14040.00| 1.75000 12285.00| 2.15000 15093.00 EPOXY COATED REINFORCING STEEL BAR | | | 0360 616004-003 171.000 M | 140.00000 23940.00| 100.00000 17100.00| 150.00000 25650.00 HP250X62 STEEL BEARING PILE, DRIVEN | | | 0365 639001-001 LUMP| 1000.00000 1000.00| 10000.80000 10000.80| 1000.00000 1000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 195,396.50| $ 224,826.80| $ 236,718.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 629,564.00| $ 690,317.00| $ 762,278.50 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 013 -1 VENDOR RANKING CALL ORDER : 013 CONTRACT ID : 0112252 COUNTIES : ROANE LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : SPENCER - LOONEYVILLE ROAD PROJECT(S) : S344-0036/00-023.47 00 0STP 0036 032 E00 LOCATION: BEGIN: JCT CR 40 END: JCT US 119 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 545,905.09 100.0000% 2 55-0583614 CARL KELLY PAVING, INC. $ 568,905.69 104.2132% 3 55-0663428 MEADOWS STONE & PAVING, INC. $ 678,987.60 124.3783% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 013 -2 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 0112252 COUNTIES : ROANE LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0583614 |(3) 55-0663428 |WEST VIRGINIA PAVING, INC. |CARL KELLY PAVING, INC. |MEADOWS STONE & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SPENCER - LOONEYVILLE ROAD | | | 0005 204003-000 1.000 EA | 250.00000 250.00| 265.00000 265.00| 275.00000 275.00 MOBILIZATION, PER PERMANENT PAVEMENT | | | MARKING | | | 0010 204003-000 1.000 EA | 250.00000 250.00| 265.00000 265.00| 275.00000 275.00 MOBILIZATION, PER 3-DAY TEMPORARY | | | PAVMENT MARKING | | | 0015 211008-000 90.000 TN | 40.00000 3600.00| 26.00000 2340.00| 38.00000 3420.00 ROCK BORROW EXCAVATION | | | 0020 229001-000 3.690 MI | 2500.00000 9225.00| 3500.00000 12915.00| 4800.00000 17712.00 SHOULDER AND DITCH | | | 0022 307001-000 455.000 CY | 48.00000 21840.00| 82.00000 37310.00| 78.00000 35490.00 AGGREGATE BASE COURSE, CLASS I | | | 0025 408002-001 1920.000 GA | 0.90000 1728.00| 1.01000 1939.20| 1.00000 1920.00 BITUMINOUS MATERIAL | | | 0030 415005-001 700.000 SY | 5.00000 3500.00| 6.25000 4375.00| 8.00000 5600.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0035 601046-001 4.000 EA | 1000.00000 4000.00| 1150.00000 4600.00| 2000.00000 8000.00 MODIFIED CONCRETE END POST | | | 0040 604001-012 90.000 LF | 52.00000 4680.00| 49.00000 4410.00| 71.00000 6390.00 15 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0045 604001-016 345.000 LF | 75.00000 25875.00| 51.00000 17595.00| 99.00000 34155.00 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0050 604001-020 50.000 LF | 112.00000 5600.00| 73.00000 3650.00| 99.00000 4950.00 24 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0060 604072-116 1.000 EA | 500.00000 500.00| 535.00000 535.00| 600.00000 600.00 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0065 605009-001 29.000 EA | 1850.00000 53650.00| 1700.00000 49300.00| 2500.00000 72500.00 TYPE G INLET MODIFIED | | | 0070 607001-001 4838.500 LF | 7.64000 36966.14| 8.11000 39240.24| 8.10000 39191.85 TYPE 1 GUARDRAIL, CLASS I | | | 0075 607001-001 25.000 LF | 14.50000 362.50| 14.64000 366.00| 12.00000 300.00 TYPE 1 GUARDRAIL, CLASS V | | | 0080 607006-001 4.000 EA | 715.00000 2860.00| 760.00000 3040.00| 775.00000 3100.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 013 -3 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 0112252 COUNTIES : ROANE LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0583614 |(3) 55-0663428 |WEST VIRGINIA PAVING, INC. |CARL KELLY PAVING, INC. |MEADOWS STONE & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0085 607009-001 3025.000 LF | 2.47000 7471.75| 3.40000 10285.00| 3.00000 9075.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0090 607010-020 1125.000 LF | 0.60000 675.00| 0.65000 731.25| 1.25000 1406.25 GUARDRAIL REMOVAL | | | 0095 607066-001 20.000 EA | 1450.00000 29000.00| 1540.00000 30800.00| 1525.00000 30500.00 TANGENT END TERMINAL | | | 0100 622003-001 12.000 EA | 80.00000 960.00| 110.00000 1320.00| 125.00000 1500.00 CANTILEVER MAILBOX SUPPORT | | | 0105 636006-001 20.000 DA | 200.00000 4000.00| 565.00000 11300.00| 400.00000 8000.00 PILOT TRUCK AND DRIVER | | | 0110 636008-001 38950.000 LF | 0.15000 5842.50| 0.16000 6232.00| 0.17000 6621.50 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0115 636011-001 7820.000 UN | 0.01000 78.20| 0.60000 4692.00| 0.75000 5865.00 TRAFFIC CONTROL DEVICE | | | 0120 636014-001 400.000 HR | 54.00000 21600.00| 47.00000 18800.00| 39.00000 15600.00 FLAGGER | | | 0125 642031-001 75.000 EA | 25.00000 1875.00| 17.00000 1275.00| 60.00000 4500.00 DITCH CHECK | | | 0130 652003-005 19.000 LB | 140.00000 2660.00| 150.00000 2850.00| 140.00000 2660.00 SEED MIXTURE, L | | | 0135 652004-002 2.000 TN | 325.00000 650.00| 345.00000 690.00| 325.00000 650.00 WOOD CELLULOSE FIBER MULCH | | | 0140 663001-005 7.380 MI | 750.00000 5535.00| 800.00000 5904.00| 800.00000 5904.00 EDGE LINE, TYPE II | | | 0145 663002-004 7.380 MI | 850.00000 6273.00| 900.00000 6642.00| 900.00000 6642.00 LANE LINE OR CENTERLINE, TYPE II | | | 0150 307005-001 AA1 2725.000 TN | 14.00000 38150.00| 25.00000 68125.00| 30.20000 82295.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0155 307005-002 AA2 2480.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0160 401001-001 BB1 320.000 TN | 44.00000 14080.00| 39.00000 12480.00| 56.00000 17920.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0165 401001-002 BB2 292.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0170 401003-001 CC1 273.000 TN | 44.00000 12012.00| 48.00000 13104.00| 56.00000 15288.00 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 013 -4 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 0112252 COUNTIES : ROANE LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0583614 |(3) 55-0663428 |WEST VIRGINIA PAVING, INC. |CARL KELLY PAVING, INC. |MEADOWS STONE & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0175 401003-002 CC2 249.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0180 401007-001 DD1 1480.000 TN | 36.25000 53650.00| 38.00000 56240.00| 48.00000 71040.00 MARSHALL SCRATCH COURSE, STONE OR GRAVEL| | | 0185 401007-002 DD2 1347.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0190 401017-001 EE1 189.000 TN | 130.00000 24570.00| 90.00000 17010.00| 147.00000 27783.00 HOT-MIX ASPHALT POTHOLE REPAIR, STONE | | | OR GRAVEL, TYPE II | | | 0195 401017-002 EE2 172.000 TN | | | HOT-MIX ASPHALT POTHOLE REPAIR, SLAG, | | | TYPE II | | | 0200 402001-001 FF1 2957.000 TN | 48.00000 141936.00| 40.00000 118280.00| MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0205 402001-002 FF2 2691.000 TN | | | 49.00000 131859.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | SECTION TOTALS | $ 545,905.09| $ 568,905.69| $ 678,987.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 545,905.09| $ 568,905.69| $ 678,987.60 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 014 -1 VENDOR RANKING CALL ORDER : 014 CONTRACT ID : 9131944 COUNTIES : UPSHUR LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 07 CONTRACT DESCRIPTION : GOULD BRIDGE #4863 PROJECT(S) : S349-0030/00-004.11 00 LOCATION: OVER FRENCH CREEK, 0.07 MI W - 0.03 MI E C0 30/5 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0731306 C.L. BELT CONSTRUCTION, INC. $ 611,271.41 100.0000% 2 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 617,543.00 101.0259% 3 55-0674033 SMH CONSTRUCTION CO., INC. $ 660,917.90 108.1218% 4 55-0671461 HOKE BROTHERS CONTRACTING $ 687,640.20 112.4934% 5 55-0417282 TURMAN CONSTRUCTION CO. $ 708,320.32 115.8765% 6 55-0663428 MEADOWS STONE & PAVING, INC. $ 718,306.51 117.5102% 7 55-0527558 C & R BUILDERS, INC. $ 723,009.03 118.2795% 8 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 726,524.73 118.8546% 9 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 728,456.65 119.1707% 10 55-0461872 POLINO CONTRACTING, INC. $ 838,847.80 137.2300% 11 54-1161087 CORTE CONSTRUCTION CO., INC. & SUBSIDIARY $ 939,287.00 153.6612% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 014 -2 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9131944 COUNTIES : UPSHUR LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 55-0731306 |(2) 62-1345425 |(3) 55-0674033 |C.L. BELT CONSTRUCTION, INC.|BILCO CONSTRUCTION COMPANY, |SMH CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE, DRAIN AND PAVE | | | 0003 202003-000 LUMP| 1200.00000 1200.00| 900.00000 900.00| 1120.00000 1120.00 SEPTIC TANK ABANDONMENT NUMBER, 1 | | | 0005 204001-000 LUMP| 25000.00000 25000.00| 10000.00000 10000.00| 26400.00000 26400.00 MOBILIZATION | | | 0010 207001-001 169.000 CY | 10.00000 1690.00| 6.00000 1014.00| 9.80000 1656.20 UNCLASSIFIED EXCAVATION | | | 0015 207034-000 576.000 SY | 1.10000 633.60| 1.50000 864.00| 0.95000 547.20 FABRIC FOR SEPARATION | | | 0020 211001-000 1950.000 CY | 8.00000 15600.00| 10.00000 19500.00| 12.50000 24375.00 UNCLASSIFIED BORROW EXCAVATION | | | 0025 211002-000 174.000 CY | 40.00000 6960.00| 20.00000 3480.00| 31.25000 5437.50 ROCK BORROW EXCAVATION | | | 0030 307001-000 328.000 CY | 30.00000 9840.00| 42.00000 13776.00| 42.35000 13890.80 AGGREGATE BASE COURSE, CLASS I | | | 0035 408002-001 37.000 GA | 9.40000 347.80| 2.00000 74.00| 2.25000 83.25 BITUMINOUS MATERIAL | | | 0040 502001-012 143.900 SY | 142.00000 20433.80| 140.00000 20146.00| 129.75000 18671.03 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0045 605004-001 1.000 EA | 1000.00000 1000.00| 2500.00000 2500.00| 1675.00000 1675.00 TYPE B INLET | | | 0050 607001-001 250.000 LF | 14.57000 3642.50| 20.00000 5000.00| 14.50000 3625.00 TYPE 1 GUARDRAIL, CLASS I | | | 0055 607006-001 4.000 EA | 929.50000 3718.00| 1200.00000 4800.00| 910.00000 3640.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0060 636011-001 5805.000 UN | 0.91000 5282.55| 0.80000 4644.00| 1.30000 7546.50 TRAFFIC CONTROL DEVICE | | | 0065 636012-010 2.000 EA | 231.00000 462.00| 0.50000 1.00| 100.00000 200.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0070 636013-001 30.000 EA | 7.70000 231.00| 0.10000 3.00| 1.00000 30.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0075 636014-001 300.000 HR | 40.00000 12000.00| 34.00000 10200.00| 44.70000 13410.00 FLAGGER | | | 0080 636025-001 1200.000 DA | 1.07000 1284.00| 2.50000 3000.00| 1.57000 1884.00 WARNING LIGHTS, TYPE B | | | 0085 638002-001 8.000 EA | 50.00000 400.00| 100.00000 800.00| 50.00000 400.00 RIGHT OF WAY MARKER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 014 -3 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9131944 COUNTIES : UPSHUR LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 55-0731306 |(2) 62-1345425 |(3) 55-0674033 |C.L. BELT CONSTRUCTION, INC.|BILCO CONSTRUCTION COMPANY, |SMH CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 639001-001 LUMP| 4000.00000 4000.00| 18000.00000 18000.00| 5500.00000 5500.00 CONSTRUCTION LAYOUT STAKE | | | 0095 640006-001 12.000 MO | 500.00000 6000.00| 700.00000 8400.00| 1160.00000 13920.00 SMALL FIELD OFFICE | | | 0100 640003-001 LUMP| 200.00000 200.00| 1500.00000 1500.00| 1250.00000 1250.00 BUILDING EQUIPMENT | | | 0105 642004-001 20.000 LB | 20.00000 400.00| 25.00000 500.00| 4.25000 85.00 SEED MIXTURE, TEMPORARY | | | 0110 642004-003 12.000 LB | 65.00000 780.00| 50.00000 600.00| 4.25000 51.00 SEED MIXTURE, D | | | 0115 642005-001 0.300 TN | 3500.00000 1050.00| 3000.00000 900.00| 497.00000 149.10 MULCH, STRAW OR HAY | | | 0120 642006-001 0.070 TN | 2500.00000 175.00| 2500.00000 175.00| 372.00000 26.04 FERTILIZER | | | 0125 642010-001 0.150 TN | 65.00000 9.75| 100.00000 15.00| 133.75000 20.06 AGRICULTURAL LIMESTONE | | | 0130 642011-001 170.000 EA | 2.00000 340.00| 4.00000 680.00| 9.90000 1683.00 HAY OR STRAW BALE | | | 0135 652001-001 0.180 TN | 65.00000 11.70| 100.00000 18.00| 137.90000 24.82 AGRICULTURAL LIMESTONE | | | 0140 652002-001 0.100 TN | 2500.00000 250.00| 2500.00000 250.00| 250.00000 25.00 FERTILIZER, 10-20-10 | | | 0145 652002-002 0.028 TN | 3000.00000 84.00| 3000.00000 84.00| 313.50000 8.78 FERTILIZER, UREA FORMALDEHYDE | | | 0150 652003-001 13.000 LB | 50.00000 650.00| 50.00000 650.00| 1.40000 18.20 SEED MIXTURES, B, C-1, OR C-2 | | | 0155 652003-002 13.000 LB | 50.00000 650.00| 50.00000 650.00| 4.40000 57.20 SEED MIXTURE, D | | | 0160 652004-001 0.360 TN | 2500.00000 900.00| 3000.00000 1080.00| 477.00000 171.72 STRAW OR HAY MULCH | | | 0165 401001-001 AA1 96.000 TN | 79.82000 7662.72| 75.00000 7200.00| 81.50000 7824.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0170 401001-002 AA2 88.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0175 402001-001 AB1 43.000 TN | 128.93000 5543.99| 75.00000 3225.00| 81.50000 3504.50 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0180 402001-002 AB2 40.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 014 -4 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9131944 COUNTIES : UPSHUR LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 55-0731306 |(2) 62-1345425 |(3) 55-0674033 |C.L. BELT CONSTRUCTION, INC.|BILCO CONSTRUCTION COMPANY, |SMH CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 604001-016 AC1 61.000 LF | 35.00000 2135.00| 60.00000 3660.00| 45.70000 2787.70 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0190 604037-016 AC2 61.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | SECTION TOTALS | $ 140,567.41| $ 148,289.00| $ 161,697.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE NO. 4863 | | | 0195 203001-000 LUMP| 30000.00000 30000.00| 18000.00000 18000.00| 12300.00000 12300.00 DISMANTLING STRUCTURE | | | 0200 212001-000 110.000 CY | 13.00000 1430.00| 25.00000 2750.00| 10.25000 1127.50 STRUCTURE EXCAVATION | | | 0205 212002-000 118.000 CY | 30.00000 3540.00| 55.00000 6490.00| 10.25000 1209.50 WET EXCAVATION | | | 0210 212005-000 22.000 CY | 45.00000 990.00| 90.00000 1980.00| 104.85000 2306.70 SELECT MATERIAL FOR BACKFILLING | | | 0215 601002-001 153.000 CY | 540.00000 82620.00| 395.00000 60435.00| 357.50000 54697.50 CLASS B CONCRETE | | | 0220 601003-001 227.000 CY | 500.00000 113500.00| 575.00000 130525.00| 674.15000 153032.05 CLASS K CONCRETE | | | 0225 602001-001 15315.000 LB | 0.70000 10720.50| 0.65000 9954.75| 0.67000 10261.05 REINFORCING STEEL BAR | | | 0230 602002-001 38438.000 LB | 0.75000 28828.50| 0.75000 28828.50| 0.75000 28828.50 EPOXY COATED REINFORCING STEEL BAR | | | 0235 615001-001 1.000 LS | 165000.00000 165000.00| 180000.00000 180000.00| 197675.00000 197675.00 STEEL SUPERSTRUCTURE | | | 0240 616004-007 125.000 LF | 55.00000 6875.00| 30.00000 3750.00| 47.70000 5962.50 HP12X63 STEEL BEARING PILE, DRIVEN | | | 0245 616005-007 370.000 LF | 60.00000 22200.00| 42.00000 15540.00| 71.00000 26270.00 HP12X63 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0250 639001-001 LUMP| 5000.00000 5000.00| 11000.75000 11000.75| 5550.00000 5550.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 470,704.00| $ 469,254.00| $ 499,220.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 611,271.41| $ 617,543.00| $ 660,917.90 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 014 -5 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9131944 COUNTIES : UPSHUR LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(4) 55-0671461 |(5) 55-0417282 |(6) 55-0663428 |HOKE BROTHERS CONTRACTING |TURMAN CONSTRUCTION CO. |MEADOWS STONE & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE, DRAIN AND PAVE | | | 0003 202003-000 LUMP| 1.00000 1.00| 2000.00000 2000.00| 1500.00000 1500.00 SEPTIC TANK ABANDONMENT NUMBER, 1 | | | 0005 204001-000 LUMP| 19000.00000 19000.00| 36000.00000 36000.00| 32000.00000 32000.00 MOBILIZATION | | | 0010 207001-001 169.000 CY | 35.00000 5915.00| 12.00000 2028.00| 12.00000 2028.00 UNCLASSIFIED EXCAVATION | | | 0015 207034-000 576.000 SY | 1.00000 576.00| 1.55000 892.80| 1.25000 720.00 FABRIC FOR SEPARATION | | | 0020 211001-000 1950.000 CY | 6.00000 11700.00| 12.00000 23400.00| 15.50000 30225.00 UNCLASSIFIED BORROW EXCAVATION | | | 0025 211002-000 174.000 CY | 30.00000 5220.00| 45.00000 7830.00| 33.00000 5742.00 ROCK BORROW EXCAVATION | | | 0030 307001-000 328.000 CY | 27.00000 8856.00| 45.00000 14760.00| 38.00000 12464.00 AGGREGATE BASE COURSE, CLASS I | | | 0035 408002-001 37.000 GA | 2.20000 81.40| 2.00000 74.00| 15.00000 555.00 BITUMINOUS MATERIAL | | | 0040 502001-012 143.900 SY | 150.00000 21585.00| 145.00000 20865.50| 145.00000 20865.50 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0045 605004-001 1.000 EA | 1500.00000 1500.00| 1619.50000 1619.50| 2500.00000 2500.00 TYPE B INLET | | | 0050 607001-001 250.000 LF | 15.00000 3750.00| 13.25000 3312.50| 18.50000 4625.00 TYPE 1 GUARDRAIL, CLASS I | | | 0055 607006-001 4.000 EA | 925.00000 3700.00| 845.00000 3380.00| 1000.00000 4000.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0060 636011-001 5805.000 UN | 1.00000 5805.00| 0.83000 4818.15| 0.50000 2902.50 TRAFFIC CONTROL DEVICE | | | 0065 636012-010 2.000 EA | 0.01000 0.02| 230.96000 461.92| 100.00000 200.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0070 636013-001 30.000 EA | 0.01000 0.30| 7.70000 231.00| 10.00000 300.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0075 636014-001 300.000 HR | 42.00000 12600.00| 35.00000 10500.00| 39.00000 11700.00 FLAGGER | | | 0080 636025-001 1200.000 DA | 1.00000 1200.00| 0.98000 1176.00| 1.75000 2100.00 WARNING LIGHTS, TYPE B | | | 0085 638002-001 8.000 EA | 50.00000 400.00| 125.00000 1000.00| 50.00000 400.00 RIGHT OF WAY MARKER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 014 -6 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9131944 COUNTIES : UPSHUR LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(4) 55-0671461 |(5) 55-0417282 |(6) 55-0663428 |HOKE BROTHERS CONTRACTING |TURMAN CONSTRUCTION CO. |MEADOWS STONE & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 639001-001 LUMP| 5000.00000 5000.00| 3500.00000 3500.00| 2500.00000 2500.00 CONSTRUCTION LAYOUT STAKE | | | 0095 640006-001 12.000 MO | 200.00000 2400.00| 1000.00000 12000.00| 750.00000 9000.00 SMALL FIELD OFFICE | | | 0100 640003-001 LUMP| 5000.00000 5000.00| 1550.00000 1550.00| 3000.00000 3000.00 BUILDING EQUIPMENT | | | 0105 642004-001 20.000 LB | 10.00000 200.00| 10.00000 200.00| 20.00000 400.00 SEED MIXTURE, TEMPORARY | | | 0110 642004-003 12.000 LB | 15.00000 180.00| 20.00000 240.00| 65.00000 780.00 SEED MIXTURE, D | | | 0115 642005-001 0.300 TN | 1000.00000 300.00| 6500.00000 1950.00| 3500.00000 1050.00 MULCH, STRAW OR HAY | | | 0120 642006-001 0.070 TN | 1000.00000 70.00| 2000.00000 140.00| 2500.00000 175.00 FERTILIZER | | | 0125 642010-001 0.150 TN | 100.00000 15.00| 100.00000 15.00| 65.00000 9.75 AGRICULTURAL LIMESTONE | | | 0130 642011-001 170.000 EA | 7.00000 1190.00| 4.00000 680.00| 5.00000 850.00 HAY OR STRAW BALE | | | 0135 652001-001 0.180 TN | 100.00000 18.00| 100.00000 18.00| 65.00000 11.70 AGRICULTURAL LIMESTONE | | | 0140 652002-001 0.100 TN | 1000.00000 100.00| 2000.00000 200.00| 2500.00000 250.00 FERTILIZER, 10-20-10 | | | 0145 652002-002 0.028 TN | 1000.00000 28.00| 2500.00000 70.00| 3000.00000 84.00 FERTILIZER, UREA FORMALDEHYDE | | | 0150 652003-001 13.000 LB | 15.00000 195.00| 12.00000 156.00| 50.00000 650.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0155 652003-002 13.000 LB | 15.00000 195.00| 20.00000 260.00| 50.00000 650.00 SEED MIXTURE, D | | | 0160 652004-001 0.360 TN | 1000.00000 360.00| 6500.00000 2340.00| 2500.00000 900.00 STRAW OR HAY MULCH | | | 0165 401001-001 AA1 96.000 TN | 79.00000 7584.00| 71.60000 6873.60| 110.00000 10560.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0170 401001-002 AA2 88.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0175 402001-001 AB1 43.000 TN | 79.00000 3397.00| 71.60000 3078.80| 155.00000 6665.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0180 402001-002 AB2 40.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 014 -7 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9131944 COUNTIES : UPSHUR LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(4) 55-0671461 |(5) 55-0417282 |(6) 55-0663428 |HOKE BROTHERS CONTRACTING |TURMAN CONSTRUCTION CO. |MEADOWS STONE & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 604001-016 AC1 61.000 LF | 60.00000 3660.00| 80.00000 4880.00| 48.00000 2928.00 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0190 604037-016 AC2 61.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | SECTION TOTALS | $ 131,781.72| $ 172,500.77| $ 175,290.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE NO. 4863 | | | 0195 203001-000 LUMP| 15000.00000 15000.00| 35000.00000 35000.00| 28000.00000 28000.00 DISMANTLING STRUCTURE | | | 0200 212001-000 110.000 CY | 0.01000 1.10| 35.00000 3850.00| 25.00000 2750.00 STRUCTURE EXCAVATION | | | 0205 212002-000 118.000 CY | 0.01000 1.18| 65.00000 7670.00| 60.00000 7080.00 WET EXCAVATION | | | 0210 212005-000 22.000 CY | 40.00000 880.00| 75.00000 1650.00| 50.00000 1100.00 SELECT MATERIAL FOR BACKFILLING | | | 0215 601002-001 153.000 CY | 480.00000 73440.00| 475.00000 72675.00| 640.00000 97920.00 CLASS B CONCRETE | | | 0220 601003-001 227.000 CY | 670.00000 152090.00| 550.00000 124850.00| 569.00000 129163.00 CLASS K CONCRETE | | | 0225 602001-001 15315.000 LB | 0.80000 12252.00| 0.85000 13017.75| 0.80000 12252.00 REINFORCING STEEL BAR | | | 0230 602002-001 38438.000 LB | 0.90000 34594.20| 0.85000 32672.30| 0.87000 33441.06 EPOXY COATED REINFORCING STEEL BAR | | | 0235 615001-001 1.000 LS | 228000.00000 228000.00| 216209.50000 216209.50| 198000.00000 198000.00 STEEL SUPERSTRUCTURE | | | 0240 616004-007 125.000 LF | 40.00000 5000.00| 35.00000 4375.00| 40.00000 5000.00 HP12X63 STEEL BEARING PILE, DRIVEN | | | 0245 616005-007 370.000 LF | 80.00000 29600.00| 55.00000 20350.00| 63.00000 23310.00 HP12X63 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0250 639001-001 LUMP| 5000.00000 5000.00| 3500.00000 3500.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 555,858.48| $ 535,819.55| $ 543,016.06 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 687,640.20| $ 708,320.32| $ 718,306.51 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 014 -8 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9131944 COUNTIES : UPSHUR LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(7) 55-0527558 |(8) 55-0487806 |(9) 55-0710073 |C & R BUILDERS, INC. |ORDERS CONSTRUCTION COMPANY,|TEAYS RIVER CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE, DRAIN AND PAVE | | | 0003 202003-000 LUMP| 350.00000 350.00| 1000.00000 1000.00| 250.00000 250.00 SEPTIC TANK ABANDONMENT NUMBER, 1 | | | 0005 204001-000 LUMP| 28500.00000 28500.00| 28300.00000 28300.00| 21000.00000 21000.00 MOBILIZATION | | | 0010 207001-001 169.000 CY | 12.00000 2028.00| 23.00000 3887.00| 10.00000 1690.00 UNCLASSIFIED EXCAVATION | | | 0015 207034-000 576.000 SY | 1.30000 748.80| 3.80000 2188.80| 2.00000 1152.00 FABRIC FOR SEPARATION | | | 0020 211001-000 1950.000 CY | 13.00000 25350.00| 13.00000 25350.00| 12.00000 23400.00 UNCLASSIFIED BORROW EXCAVATION | | | 0025 211002-000 174.000 CY | 37.00000 6438.00| 53.00000 9222.00| 35.00000 6090.00 ROCK BORROW EXCAVATION | | | 0030 307001-000 328.000 CY | 45.00000 14760.00| 42.00000 13776.00| 45.00000 14760.00 AGGREGATE BASE COURSE, CLASS I | | | 0035 408002-001 37.000 GA | 10.00000 370.00| 8.10000 299.70| 2.00000 74.00 BITUMINOUS MATERIAL | | | 0040 502001-012 143.900 SY | 127.00000 18275.30| 170.00000 24463.00| 150.00000 21585.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0045 605004-001 1.000 EA | 1600.00000 1600.00| 1500.00000 1500.00| 1500.00000 1500.00 TYPE B INLET | | | 0050 607001-001 250.000 LF | 20.00000 5000.00| 13.00000 3250.00| 15.00000 3750.00 TYPE 1 GUARDRAIL, CLASS I | | | 0055 607006-001 4.000 EA | 1100.00000 4400.00| 850.00000 3400.00| 900.00000 3600.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0060 636011-001 5805.000 UN | 1.07000 6211.35| 0.84000 4876.20| 0.01000 58.05 TRAFFIC CONTROL DEVICE | | | 0065 636012-010 2.000 EA | 385.00000 770.00| 230.00000 460.00| 200.00000 400.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0070 636013-001 30.000 EA | 5.50000 165.00| 7.80000 234.00| 5.00000 150.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0075 636014-001 300.000 HR | 40.00000 12000.00| 54.00000 16200.00| 0.01000 3.00 FLAGGER | | | 0080 636025-001 1200.000 DA | 1.60000 1920.00| 0.99000 1188.00| 0.01000 12.00 WARNING LIGHTS, TYPE B | | | 0085 638002-001 8.000 EA | 45.00000 360.00| 55.00000 440.00| 50.00000 400.00 RIGHT OF WAY MARKER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 014 -9 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9131944 COUNTIES : UPSHUR LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(7) 55-0527558 |(8) 55-0487806 |(9) 55-0710073 |C & R BUILDERS, INC. |ORDERS CONSTRUCTION COMPANY,|TEAYS RIVER CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 639001-001 LUMP| 14000.00000 14000.00| 3100.00000 3100.00| 1000.00000 1000.00 CONSTRUCTION LAYOUT STAKE | | | 0095 640006-001 12.000 MO | 620.00000 7440.00| 1000.00000 12000.00| 1000.00000 12000.00 SMALL FIELD OFFICE | | | 0100 640003-001 LUMP| 3400.00000 3400.00| 590.00000 590.00| 2500.00000 2500.00 BUILDING EQUIPMENT | | | 0105 642004-001 20.000 LB | 22.00000 440.00| 14.00000 280.00| 20.00000 400.00 SEED MIXTURE, TEMPORARY | | | 0110 642004-003 12.000 LB | 71.50000 858.00| 81.00000 972.00| 65.00000 780.00 SEED MIXTURE, D | | | 0115 642005-001 0.300 TN | 3850.00000 1155.00| 1800.00000 540.00| 3500.00000 1050.00 MULCH, STRAW OR HAY | | | 0120 642006-001 0.070 TN | 2750.00000 192.50| 2100.00000 147.00| 2500.00000 175.00 FERTILIZER | | | 0125 642010-001 0.150 TN | 71.50000 10.73| 400.00000 60.00| 65.00000 9.75 AGRICULTURAL LIMESTONE | | | 0130 642011-001 170.000 EA | 13.00000 2210.00| 14.00000 2380.00| 7.00000 1190.00 HAY OR STRAW BALE | | | 0135 652001-001 0.180 TN | 71.50000 12.87| 400.00000 72.00| 65.00000 11.70 AGRICULTURAL LIMESTONE | | | 0140 652002-001 0.100 TN | 2750.00000 275.00| 2100.00000 210.00| 2500.00000 250.00 FERTILIZER, 10-20-10 | | | 0145 652002-002 0.028 TN | 3300.00000 92.40| 1400.00000 39.20| 3200.00000 89.60 FERTILIZER, UREA FORMALDEHYDE | | | 0150 652003-001 13.000 LB | 55.00000 715.00| 32.00000 416.00| 50.00000 650.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0155 652003-002 13.000 LB | 55.00000 715.00| 81.00000 1053.00| 50.00000 650.00 SEED MIXTURE, D | | | 0160 652004-001 0.360 TN | 2750.00000 990.00| 1800.00000 648.00| 2500.00000 900.00 STRAW OR HAY MULCH | | | 0165 401001-001 AA1 96.000 TN | 79.83000 7663.68| 72.00000 6912.00| 75.00000 7200.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0170 401001-002 AA2 88.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0175 402001-001 AB1 43.000 TN | 124.00000 5332.00| 72.00000 3096.00| 75.00000 3225.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0180 402001-002 AB2 40.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 014 -10 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9131944 COUNTIES : UPSHUR LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(7) 55-0527558 |(8) 55-0487806 |(9) 55-0710073 |C & R BUILDERS, INC. |ORDERS CONSTRUCTION COMPANY,|TEAYS RIVER CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 604001-016 AC1 61.000 LF | 62.00000 3782.00| 83.00000 5063.00| 48.00000 2928.00 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0190 604037-016 AC2 61.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | SECTION TOTALS | $ 178,530.63| $ 177,612.90| $ 134,883.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE NO. 4863 | | | 0195 203001-000 LUMP| 35000.00000 35000.00| 26200.00000 26200.00| 64000.00000 64000.00 DISMANTLING STRUCTURE | | | 0200 212001-000 110.000 CY | 45.00000 4950.00| 47.00000 5170.00| 30.00000 3300.00 STRUCTURE EXCAVATION | | | 0205 212002-000 118.000 CY | 145.00000 17110.00| 27.00000 3186.00| 10.00000 1180.00 WET EXCAVATION | | | 0210 212005-000 22.000 CY | 98.00000 2156.00| 85.00000 1870.00| 75.00000 1650.00 SELECT MATERIAL FOR BACKFILLING | | | 0215 601002-001 153.000 CY | 490.00000 74970.00| 660.00000 100980.00| 490.00000 74970.00 CLASS B CONCRETE | | | 0220 601003-001 227.000 CY | 650.00000 147550.00| 630.00000 143010.00| 595.00000 135065.00 CLASS K CONCRETE | | | 0225 602001-001 15315.000 LB | 0.78000 11945.70| 0.67000 10261.05| 0.75000 11486.25 REINFORCING STEEL BAR | | | 0230 602002-001 38438.000 LB | 0.90000 34594.20| 0.81000 31134.78| 0.85000 32672.30 EPOXY COATED REINFORCING STEEL BAR | | | 0235 615001-001 1.000 LS | 175000.00000 175000.00| 184300.00000 184300.00| 231000.00000 231000.00 STEEL SUPERSTRUCTURE | | | 0240 616004-007 125.000 LF | 49.50000 6187.50| 54.00000 6750.00| 60.00000 7500.00 HP12X63 STEEL BEARING PILE, DRIVEN | | | 0245 616005-007 370.000 LF | 79.50000 29415.00| 85.00000 31450.00| 75.00000 27750.00 HP12X63 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0250 639001-001 LUMP| 5600.00000 5600.00| 4600.00000 4600.00| 3000.00000 3000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 544,478.40| $ 548,911.83| $ 593,573.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 723,009.03| $ 726,524.73| $ 728,456.65 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 014 -11 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9131944 COUNTIES : UPSHUR LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(10) 55-0461872 |(11) 54-1161087 | |POLINO CONTRACTING, INC. |CORTE CONSTRUCTION CO., INC.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE, DRAIN AND PAVE | | | 0003 202003-000 LUMP| 1300.00000 1300.00| 1500.00000 1500.00| SEPTIC TANK ABANDONMENT NUMBER, 1 | | | 0005 204001-000 LUMP| 30000.00000 30000.00| 31000.00000 31000.00| MOBILIZATION | | | 0010 207001-001 169.000 CY | 15.00000 2535.00| 95.00000 16055.00| UNCLASSIFIED EXCAVATION | | | 0015 207034-000 576.000 SY | 1.50000 864.00| 2.00000 1152.00| FABRIC FOR SEPARATION | | | 0020 211001-000 1950.000 CY | 18.00000 35100.00| 22.00000 42900.00| UNCLASSIFIED BORROW EXCAVATION | | | 0025 211002-000 174.000 CY | 39.00000 6786.00| 46.00000 8004.00| ROCK BORROW EXCAVATION | | | 0030 307001-000 328.000 CY | 33.70000 11053.60| 38.00000 12464.00| AGGREGATE BASE COURSE, CLASS I | | | 0035 408002-001 37.000 GA | 2.50000 92.50| 2.10000 77.70| BITUMINOUS MATERIAL | | | 0040 502001-012 143.900 SY | 134.20000 19311.38| 150.00000 21585.00| 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0045 605004-001 1.000 EA | 1450.00000 1450.00| 2000.00000 2000.00| TYPE B INLET | | | 0050 607001-001 250.000 LF | 22.30000 5575.00| 20.00000 5000.00| TYPE 1 GUARDRAIL, CLASS I | | | 0055 607006-001 4.000 EA | 950.00000 3800.00| 1100.00000 4400.00| THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0060 636011-001 5805.000 UN | 1.25000 7256.25| 1.10000 6385.50| TRAFFIC CONTROL DEVICE | | | 0065 636012-010 2.000 EA | 200.00000 400.00| 400.00000 800.00| PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0070 636013-001 30.000 EA | 5.00000 150.00| 6.00000 180.00| INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0075 636014-001 300.000 HR | 44.00000 13200.00| 36.00000 10800.00| FLAGGER | | | 0080 636025-001 1200.000 DA | 1.50000 1800.00| 2.00000 2400.00| WARNING LIGHTS, TYPE B | | | 0085 638002-001 8.000 EA | 65.00000 520.00| 100.00000 800.00| RIGHT OF WAY MARKER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 014 -12 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9131944 COUNTIES : UPSHUR LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(10) 55-0461872 |(11) 54-1161087 | |POLINO CONTRACTING, INC. |CORTE CONSTRUCTION CO., INC.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 639001-001 LUMP| 16000.00000 16000.00| 6000.00000 6000.00| CONSTRUCTION LAYOUT STAKE | | | 0095 640006-001 12.000 MO | 945.00000 11340.00| 1200.00000 14400.00| SMALL FIELD OFFICE | | | 0100 640003-001 LUMP| 7000.00000 7000.00| 5000.00000 5000.00| BUILDING EQUIPMENT | | | 0105 642004-001 20.000 LB | 11.00000 220.00| 21.00000 420.00| SEED MIXTURE, TEMPORARY | | | 0110 642004-003 12.000 LB | 22.40000 268.80| 70.00000 840.00| SEED MIXTURE, D | | | 0115 642005-001 0.300 TN | 7270.00000 2181.00| 3800.00000 1140.00| MULCH, STRAW OR HAY | | | 0120 642006-001 0.070 TN | 2240.00000 156.80| 2800.00000 196.00| FERTILIZER | | | 0125 642010-001 0.150 TN | 112.00000 16.80| 80.00000 12.00| AGRICULTURAL LIMESTONE | | | 0130 642011-001 170.000 EA | 8.00000 1360.00| 10.00000 1700.00| HAY OR STRAW BALE | | | 0135 652001-001 0.180 TN | 112.00000 20.16| 80.00000 14.40| AGRICULTURAL LIMESTONE | | | 0140 652002-001 0.100 TN | 2240.00000 224.00| 2800.00000 280.00| FERTILIZER, 10-20-10 | | | 0145 652002-002 0.028 TN | 2000.00000 56.00| 3300.00000 92.40| FERTILIZER, UREA FORMALDEHYDE | | | 0150 652003-001 13.000 LB | 13.50000 175.50| 55.00000 715.00| SEED MIXTURES, B, C-1, OR C-2 | | | 0155 652003-002 13.000 LB | 22.40000 291.20| 55.00000 715.00| SEED MIXTURE, D | | | 0160 652004-001 0.360 TN | 7270.00000 2617.20| 2800.00000 1008.00| STRAW OR HAY MULCH | | | 0165 401001-001 AA1 96.000 TN | 80.25000 7704.00| 79.00000 7584.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0170 401001-002 AA2 88.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0175 402001-001 AB1 43.000 TN | 80.25000 3450.75| 73.00000 3139.00| MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0180 402001-002 AB2 40.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 014 -13 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9131944 COUNTIES : UPSHUR LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(10) 55-0461872 |(11) 54-1161087 | |POLINO CONTRACTING, INC. |CORTE CONSTRUCTION CO., INC.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 604001-016 AC1 61.000 LF | 72.00000 4392.00| 50.00000 3050.00| 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0190 604037-016 AC2 61.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | SECTION TOTALS | $ 198,667.94| $ 213,809.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE NO. 4863 | | | 0195 203001-000 LUMP| 48000.00000 48000.00| 40000.00000 40000.00| DISMANTLING STRUCTURE | | | 0200 212001-000 110.000 CY | 69.60000 7656.00| 45.00000 4950.00| STRUCTURE EXCAVATION | | | 0205 212002-000 118.000 CY | 132.80000 15670.40| 450.00000 53100.00| WET EXCAVATION | | | 0210 212005-000 22.000 CY | 71.60000 1575.20| 50.00000 1100.00| SELECT MATERIAL FOR BACKFILLING | | | 0215 601002-001 153.000 CY | 470.00000 71910.00| 600.00000 91800.00| CLASS B CONCRETE | | | 0220 601003-001 227.000 CY | 700.00000 158900.00| 725.00000 164575.00| CLASS K CONCRETE | | | 0225 602001-001 15315.000 LB | 0.86000 13170.90| 1.00000 15315.00| REINFORCING STEEL BAR | | | 0230 602002-001 38438.000 LB | 0.97000 37284.86| 1.00000 38438.00| EPOXY COATED REINFORCING STEEL BAR | | | 0235 615001-001 1.000 LS | 228000.00000 228000.00| 235000.00000 235000.00| STEEL SUPERSTRUCTURE | | | 0240 616004-007 125.000 LF | 62.30000 7787.50| 90.00000 11250.00| HP12X63 STEEL BEARING PILE, DRIVEN | | | 0245 616005-007 370.000 LF | 92.50000 34225.00| 135.00000 49950.00| HP12X63 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0250 639001-001 LUMP| 16000.00000 16000.00| 20000.00000 20000.00| CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 640,179.86| $ 725,478.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 838,847.80| $ 939,287.00| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 015 -1 VENDOR RANKING CALL ORDER : 015 CONTRACT ID : 0112256 COUNTIES : WOOD LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : PARKERSBURG - ELLENBORO ROAD PROJECT(S) : S354-0050/00-005.76 00 00NH 0050 194 E00 LOCATION: BEGIN: JCT. CR 50/14 END: JCT. CR 50/37 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 912,751.85 100.0000% 2 55-0583614 CARL KELLY PAVING, INC. $ 964,064.58 105.6217% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 015 -2 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0112256 COUNTIES : WOOD LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0583614 | |WEST VIRGINIA PAVING, INC. |CARL KELLY PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PARKERSBURG - ELLENBORO ROAD | | | 0005 204003-000 1.000 EA | 250.00000 250.00| 265.00000 265.00| MOBILIZATION, PER PERMANENT PAVEMENT | | | MARKING | | | 0010 204003-000 1.000 EA | 250.00000 250.00| 265.00000 265.00| MOBILIZATION, PER 3-DAY TEMPORARY | | | PAVEMENT MARKING | | | 0015 229001-000 3.660 MI | 6500.00000 23790.00| 3000.00000 10980.00| SHOULDER AND DITCH | | | 0020 408002-001 5439.000 GA | 0.80000 4351.20| 1.05000 5710.95| BITUMINOUS MATERIAL | | | 0025 605012-001 1.000 EA | 1200.00000 1200.00| 1800.00000 1800.00| ADJUST INLET TYPE G | | | 0030 607001-001 18087.500 LF | 7.92000 143253.00| 8.00000 144700.00| TYPE 1 GUARDRAIL, CLASS I | | | 0035 607009-001 875.000 LF | 5.25000 4593.75| 5.30000 4637.50| TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0040 607010-020 18887.500 LF | 0.60000 11332.50| 1.20000 22665.00| GUARDRAIL REMOVAL | | | 0045 607030-001 20.000 EA | 400.00000 8000.00| 400.00000 8000.00| SPECIAL TRAILING END TERMINAL | | | 0050 607066-001 18.000 EA | 1450.00000 26100.00| 1600.00000 28800.00| TANGENT END TERMINAL | | | 0055 636011-001 85698.000 UN | 0.50000 42849.00| 0.53000 45419.94| TRAFFIC CONTROL DEVICE | | | 0060 636014-001 50.000 HR | 45.00000 2250.00| 47.00000 2350.00| FLAGGER | | | 0065 636021-001 30.000 DA | 20.00000 600.00| 16.00000 480.00| ELECTRIC ARROW | | | 0070 636008-001 96230.000 LF | 0.15000 14434.50| 0.16000 15396.80| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0075 642031-001 62.000 EA | 5.00000 310.00| 1.00000 62.00| DITCH CHECK | | | 0080 652003-005 316.000 LB | 9.00000 2844.00| 6.00000 1896.00| SEED MIXTURE, L | | | 0085 652004-002 2.000 TN | 800.00000 1600.00| 1050.00000 2100.00| WOOD CELLULOSE FIBER MULCH | | | 0090 661013-001 173.000 EA | 29.00000 5017.00| 30.00000 5190.00| PLASTIC DELINEATOR POST, | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 015 -3 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0112256 COUNTIES : WOOD LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0583614 | |WEST VIRGINIA PAVING, INC. |CARL KELLY PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 661020-001 69.000 EA | 7.00000 483.00| 7.41000 511.29| DELINEATOR, TYPE B-1 | | | 0100 663001-005 14.580 MI | 500.00000 7290.00| 530.00000 7727.40| EDGE LINE, TYPE II | | | 0105 663002-004 1.820 MI | 600.00000 1092.00| 635.00000 1155.70| LANE LINE OR CENTERLINE, TYPE II | | | 0110 663004-004 1810.000 LF | 0.35000 633.50| 0.37000 669.70| CHANNELIZING LINE, TYPE II 8" WHITE | | | 0115 663005-010 192.000 LF | 11.50000 2208.00| 12.70000 2438.40| STOP LINE, TYPE V 24" | | | 0120 663010-010 22.000 EA | 150.00000 3300.00| 160.00000 3520.00| LANE ARROW, TYPE V | | | 0125 663012-208 538.000 EA | 20.50000 11029.00| 21.70000 11674.60| RAISED PAVEMENT MARKER, TYPE P-2 | | | 0130 307005-001 AA1 4882.000 TN | 18.70000 91293.40| 15.65000 76403.30| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0135 307005-001 AA2 4443.000 TN | | | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0140 401003-001 BB1 647.000 TN | 31.00000 20057.00| 32.50000 21027.50| MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0145 401003-002 BB2 589.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0150 401007-001 CC1 6287.000 TN | 29.00000 182323.00| 32.50000 204327.50| MARSHALL SCRATCH COURSE, STONE OR GRAVEL| | | 0155 401007-002 CC2 5722.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0160 402001-001 DD1 9678.000 TN | 31.00000 300018.00| 34.50000 333891.00| MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0165 402001-002 DD2 8807.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | SECTION TOTALS | $ 912,751.85| $ 964,064.58| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 912,751.85| $ 964,064.58| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 016 -1 VENDOR RANKING CALL ORDER : 016 CONTRACT ID : 9622017 COUNTIES : WYOMING LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : INDIAN CREEK BRIDGE PROJECT(S) : S355-0016/00-001.71 00 00BR 0016 131 E0 LOCATION: OVER INDIAN CR, 0.21 MI N CO 16/14 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0731306 C.L. BELT CONSTRUCTION, INC. $ 653,140.97 100.0000% 2 55-0674033 SMH CONSTRUCTION CO., INC. $ 664,103.78 101.6784% 3 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 673,158.00 103.0647% 4 55-0417282 TURMAN CONSTRUCTION CO. $ 709,417.63 108.6163% 5 61-0911548 ROBERTS CONSTRUCTION COMPANY $ 762,229.84 116.7021% 6 55-0671461 HOKE BROTHERS CONTRACTING $ 795,823.00 121.8455% 7 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 860,674.10 131.7746% 8 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 900,930.50 137.9381% 9 55-0345840 VECELLIO & GROGAN, INC. $ 1,061,026.65 162.4498% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 016 -2 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 9622017 COUNTIES : WYOMING LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0731306 |(2) 55-0674033 |(3) 62-1345425 |C.L. BELT CONSTRUCTION, INC.|SMH CONSTRUCTION CO., INC. |BILCO CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 204001-000 LUMP| 29800.00000 29800.00| 30500.00000 30500.00| 11000.00000 11000.00 MOBILIZATION | | | 0010 207001-001 673.000 CY | 8.00000 5384.00| 8.00000 5384.00| 6.00000 4038.00 UNCLASSIFIED EXCAVATION | | | 0015 207034-000 1545.000 SY | 1.00000 1545.00| 0.96000 1483.20| 1.00000 1545.00 FABRIC FOR SEPARATION | | | 0020 307001-000 544.000 CY | 30.00000 16320.00| 31.85000 17326.40| 42.00000 22848.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0025 502001-012 143.000 SY | 130.00000 18590.00| 117.60000 16816.80| 130.00000 18590.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0030 607001-001 337.500 LF | 13.42000 4529.25| 13.40000 4522.50| 26.00000 8775.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0035 607025-001 1.000 EA | 242.00000 242.00| 239.00000 239.00| 500.00000 500.00 CUT SLOPE TERMINAL, TYPE 1 | | | 0040 607065-001 1.000 EA | 1540.00000 1540.00| 1536.00000 1536.00| 1400.00000 1400.00 FLARED END TERMINAL | | | 0045 607066-001 1.000 EA | 1925.00000 1925.00| 1963.00000 1963.00| 1700.00000 1700.00 TANGENT END TERMINAL | | | 0050 636011-001 7176.000 UN | 0.81000 5812.56| 1.50000 10764.00| 0.75000 5382.00 TRAFFIC CONTROL DEVICE | | | 0055 636014-001 240.000 HR | 40.00000 9600.00| 44.70000 10728.00| 31.00000 7440.00 FLAGGER | | | 0060 637001-001 1.000 MG | 0.01000 0.01| 174.50000 174.50| 100.00000 100.00 WATER FOR DUST PALLIATIVE | | | 0065 639001-001 LUMP| 2000.00000 2000.00| 5615.00000 5615.00| 14000.00000 14000.00 CONSTRUCTION LAYOUT STAKE | | | 0070 640003-001 LUMP| 200.00000 200.00| 1128.50000 1128.50| 1500.00000 1500.00 BUILDING EQUIPMENT | | | 0075 640004-001 LUMP| 800.00000 800.00| 1254.00000 1254.00| 3500.00000 3500.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | 0080 640006-001 5.000 MO | 500.00000 2500.00| 1122.00000 5610.00| 800.00000 4000.00 SMALL FIELD OFFICE | | | 0085 401001-001 AA1 350.500 TN | 62.70000 21976.35| 64.85000 22729.93| 62.00000 21731.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0090 401001-002 AA2 335.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 016 -3 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 9622017 COUNTIES : WYOMING LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0731306 |(2) 55-0674033 |(3) 62-1345425 |C.L. BELT CONSTRUCTION, INC.|SMH CONSTRUCTION CO., INC. |BILCO CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 402001-001 BB1 70.000 TN | 145.20000 10164.00| 150.20000 10514.00| 135.00000 9450.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0100 402001-002 BB2 67.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | SECTION TOTALS | $ 132,928.17| $ 148,288.83| $ 137,499.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE NO. 4597 | | | 0105 203001-000 LUMP| 12000.00000 12000.00| 10265.00000 10265.00| 23000.00000 23000.00 DISMANTLING STRUCTURE | | | 0110 212001-000 1735.000 CY | 10.00000 17350.00| 18.15000 31490.25| 5.00000 8675.00 STRUCTURE EXCAVATION | | | 0115 212005-000 105.000 CY | 40.00000 4200.00| 93.45000 9812.25| 80.00000 8400.00 SELECT MATERIAL FOR BACKFILLING | | | 0120 218006-000 555.000 CY | 35.00000 19425.00| 34.50000 19147.50| 0.01000 5.55 FOUNDATION PROTECTION | | | 0125 601002-001 341.000 CY | 365.00000 124465.00| 310.55000 105897.55| 310.00000 105710.00 CLASS B CONCRETE | | | 0130 601003-001 172.000 CY | 493.00000 84796.00| 545.60000 93843.20| 550.00000 94600.00 CLASS K CONCRETE | | | 0135 602002-001 87824.000 LB | 0.70000 61476.80| 0.80000 70259.20| 0.75000 65868.00 EPOXY COATED REINFORCING STEEL BAR | | | 0140 615001-001 1.000 LS | 125000.00000 125000.00| 130900.00000 130900.00| 175000.00000 175000.00 STEEL SUPERSTRUCTURE | | | 0145 636005-001 1.000 LS | 70000.00000 70000.00| 41300.00000 41300.00| 54000.00000 54000.00 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0150 642014-001 LUMP| 1500.00000 1500.00| 2900.00000 2900.00| 400.45000 400.45 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECT | | | SECTION TOTALS | $ 520,212.80| $ 515,814.95| $ 535,659.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 653,140.97| $ 664,103.78| $ 673,158.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 016 -4 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 9622017 COUNTIES : WYOMING LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(4) 55-0417282 |(5) 61-0911548 |(6) 55-0671461 |TURMAN CONSTRUCTION CO. |ROBERTS CONSTRUCTION COMPANY|HOKE BROTHERS CONTRACTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 204001-000 LUMP| 30000.00000 30000.00| 24000.00000 24000.00| 29000.00000 29000.00 MOBILIZATION | | | 0010 207001-001 673.000 CY | 8.00000 5384.00| 12.00000 8076.00| 3.00000 2019.00 UNCLASSIFIED EXCAVATION | | | 0015 207034-000 1545.000 SY | 1.55000 2394.75| 2.00000 3090.00| 0.75000 1158.75 FABRIC FOR SEPARATION | | | 0020 307001-000 544.000 CY | 40.00000 21760.00| 60.00000 32640.00| 22.00000 11968.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0025 502001-012 143.000 SY | 145.00000 20735.00| 140.00000 20020.00| 200.00000 28600.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0030 607001-001 337.500 LF | 12.20000 4117.50| 14.00000 4725.00| 14.00000 4725.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0035 607025-001 1.000 EA | 220.00000 220.00| 250.00000 250.00| 250.00000 250.00 CUT SLOPE TERMINAL, TYPE 1 | | | 0040 607065-001 1.000 EA | 1400.00000 1400.00| 1600.00000 1600.00| 1600.00000 1600.00 FLARED END TERMINAL | | | 0045 607066-001 1.000 EA | 1750.00000 1750.00| 2000.00000 2000.00| 2000.00000 2000.00 TANGENT END TERMINAL | | | 0050 636011-001 7176.000 UN | 0.93000 6673.68| 0.79000 5669.04| 1.00000 7176.00 TRAFFIC CONTROL DEVICE | | | 0055 636014-001 240.000 HR | 35.00000 8400.00| 42.00000 10080.00| 42.00000 10080.00 FLAGGER | | | 0060 637001-001 1.000 MG | 10.00000 10.00| 1.00000 1.00| 100.00000 100.00 WATER FOR DUST PALLIATIVE | | | 0065 639001-001 LUMP| 4500.00000 4500.00| 10000.00000 10000.00| 8000.00000 8000.00 CONSTRUCTION LAYOUT STAKE | | | 0070 640003-001 LUMP| 1500.00000 1500.00| 2000.00000 2000.00| 2500.00000 2500.00 BUILDING EQUIPMENT | | | 0075 640004-001 LUMP| 3250.00000 3250.00| 4000.00000 4000.00| 3000.00000 3000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | 0080 640006-001 5.000 MO | 1000.00000 5000.00| 1100.00000 5500.00| 1000.00000 5000.00 SMALL FIELD OFFICE | | | 0085 401001-001 AA1 350.500 TN | 57.00000 19978.50| 74.00000 25937.00| 57.00000 19978.50 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0090 401001-002 AA2 335.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 016 -5 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 9622017 COUNTIES : WYOMING LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(4) 55-0417282 |(5) 61-0911548 |(6) 55-0671461 |TURMAN CONSTRUCTION CO. |ROBERTS CONSTRUCTION COMPANY|HOKE BROTHERS CONTRACTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 402001-001 BB1 70.000 TN | 132.00000 9240.00| 149.00000 10430.00| 150.00000 10500.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0100 402001-002 BB2 67.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | SECTION TOTALS | $ 146,313.43| $ 170,018.04| $ 147,655.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE NO. 4597 | | | 0105 203001-000 LUMP| 35000.00000 35000.00| 18000.00000 18000.00| 50000.00000 50000.00 DISMANTLING STRUCTURE | | | 0110 212001-000 1735.000 CY | 10.00000 17350.00| 14.00000 24290.00| 0.01000 17.35 STRUCTURE EXCAVATION | | | 0115 212005-000 105.000 CY | 66.00000 6930.00| 60.00000 6300.00| 90.00000 9450.00 SELECT MATERIAL FOR BACKFILLING | | | 0120 218006-000 555.000 CY | 40.00000 22200.00| 50.00000 27750.00| 30.00000 16650.00 FOUNDATION PROTECTION | | | 0125 601002-001 341.000 CY | 355.00000 121055.00| 415.00000 141515.00| 500.00000 170500.00 CLASS B CONCRETE | | | 0130 601003-001 172.000 CY | 455.00000 78260.00| 540.00000 92880.00| 575.00000 98900.00 CLASS K CONCRETE | | | 0135 602002-001 87824.000 LB | 0.80000 70259.20| 0.70000 61476.80| 0.85000 74650.40 EPOXY COATED REINFORCING STEEL BAR | | | 0140 615001-001 1.000 LS | 125500.00000 125500.00| 125000.00000 125000.00| 135000.00000 135000.00 STEEL SUPERSTRUCTURE | | | 0145 636005-001 1.000 LS | 85000.00000 85000.00| 91000.00000 91000.00| 90000.00000 90000.00 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0150 642014-001 LUMP| 1550.00000 1550.00| 4000.00000 4000.00| 3000.00000 3000.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECT | | | SECTION TOTALS | $ 563,104.20| $ 592,211.80| $ 648,167.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 709,417.63| $ 762,229.84| $ 795,823.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 016 -6 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 9622017 COUNTIES : WYOMING LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(7) 55-0487806 |(8) 55-0710073 |(9) 55-0345840 |ORDERS CONSTRUCTION COMPANY,|TEAYS RIVER CONSTRUCTION COM|VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 204001-000 LUMP| 26000.00000 26000.00| 27510.00000 27510.00| 50000.00000 50000.00 MOBILIZATION | | | 0010 207001-001 673.000 CY | 27.00000 18171.00| 23.00000 15479.00| 15.00000 10095.00 UNCLASSIFIED EXCAVATION | | | 0015 207034-000 1545.000 SY | 1.60000 2472.00| 1.30000 2008.50| 1.25000 1931.25 FABRIC FOR SEPARATION | | | 0020 307001-000 544.000 CY | 45.00000 24480.00| 55.00000 29920.00| 50.00000 27200.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0025 502001-012 143.000 SY | 132.00000 18876.00| 165.00000 23595.00| 180.00000 25740.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0030 607001-001 337.500 LF | 14.00000 4725.00| 13.00000 4387.50| 14.00000 4725.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0035 607025-001 1.000 EA | 240.00000 240.00| 220.00000 220.00| 250.00000 250.00 CUT SLOPE TERMINAL, TYPE 1 | | | 0040 607065-001 1.000 EA | 1600.00000 1600.00| 1400.00000 1400.00| 1600.00000 1600.00 FLARED END TERMINAL | | | 0045 607066-001 1.000 EA | 1900.00000 1900.00| 1750.00000 1750.00| 2000.00000 2000.00 TANGENT END TERMINAL | | | 0050 636011-001 7176.000 UN | 0.82000 5884.32| 0.85000 6099.60| 1.15000 8252.40 TRAFFIC CONTROL DEVICE | | | 0055 636014-001 240.000 HR | 54.00000 12960.00| 0.01000 2.40| 48.00000 11520.00 FLAGGER | | | 0060 637001-001 1.000 MG | 21.00000 21.00| 50.00000 50.00| 500.00000 500.00 WATER FOR DUST PALLIATIVE | | | 0065 639001-001 LUMP| 7700.00000 7700.00| 2000.00000 2000.00| 12000.00000 12000.00 CONSTRUCTION LAYOUT STAKE | | | 0070 640003-001 LUMP| 590.00000 590.00| 1500.00000 1500.00| 5500.00000 5500.00 BUILDING EQUIPMENT | | | 0075 640004-001 LUMP| 1200.00000 1200.00| 3000.00000 3000.00| 5000.00000 5000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | 0080 640006-001 5.000 MO | 1400.00000 7000.00| 1500.00000 7500.00| 2800.00000 14000.00 SMALL FIELD OFFICE | | | 0085 401001-001 AA1 350.500 TN | 63.00000 22081.50| 69.00000 24184.50| 60.00000 21030.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0090 401001-002 AA2 335.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 016 -7 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 9622017 COUNTIES : WYOMING LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(7) 55-0487806 |(8) 55-0710073 |(9) 55-0345840 |ORDERS CONSTRUCTION COMPANY,|TEAYS RIVER CONSTRUCTION COM|VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 402001-001 BB1 70.000 TN | 150.00000 10500.00| 161.00000 11270.00| 140.00000 9800.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0100 402001-002 BB2 67.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | SECTION TOTALS | $ 166,400.82| $ 161,876.50| $ 211,143.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE NO. 4597 | | | 0105 203001-000 LUMP| 62200.00000 62200.00| 50000.00000 50000.00| 139000.00000 139000.00 DISMANTLING STRUCTURE | | | 0110 212001-000 1735.000 CY | 37.00000 64195.00| 32.00000 55520.00| 14.00000 24290.00 STRUCTURE EXCAVATION | | | 0115 212005-000 105.000 CY | 78.00000 8190.00| 90.00000 9450.00| 100.00000 10500.00 SELECT MATERIAL FOR BACKFILLING | | | 0120 218006-000 555.000 CY | 1.00000 555.00| 50.00000 27750.00| 45.00000 24975.00 FOUNDATION PROTECTION | | | 0125 601002-001 341.000 CY | 480.00000 163680.00| 410.00000 139810.00| 450.00000 153450.00 CLASS B CONCRETE | | | 0130 601003-001 172.000 CY | 660.00000 113520.00| 600.00000 103200.00| 700.00000 120400.00 CLASS K CONCRETE | | | 0135 602002-001 87824.000 LB | 0.72000 63233.28| 1.00000 87824.00| 0.75000 65868.00 EPOXY COATED REINFORCING STEEL BAR | | | 0140 615001-001 1.000 LS | 117700.00000 117700.00| 153000.00000 153000.00| 136400.00000 136400.00 STEEL SUPERSTRUCTURE | | | 0145 636005-001 1.000 LS | 97800.00000 97800.00| 111000.00000 111000.00| 160000.00000 160000.00 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0150 642014-001 LUMP| 3200.00000 3200.00| 1500.00000 1500.00| 15000.00000 15000.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECT | | | SECTION TOTALS | $ 694,273.28| $ 739,054.00| $ 849,883.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 860,674.10| $ 900,930.50| $ 1,061,026.65 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 017 -1 VENDOR RANKING CALL ORDER : 017 CONTRACT ID : 0012501 COUNTIES : LOGAN LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : MALLORY BEAM SPAN BRIDGE PROJECT(S) : S323-0010/10-000.01 00 LOCATION: HUFF CR, 0.01 MI E WV 10 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0731306 C.L. BELT CONSTRUCTION, INC. $ 374,881.94 100.0000% 2 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 387,478.00 103.3600% 3 55-0671461 HOKE BROTHERS CONTRACTING $ 398,304.64 106.2480% 4 55-0622971 KEITH MCCOY, DBA MCCOY CONSTRUCTION COMPANY $ 424,889.40 113.3395% 5 55-0674033 SMH CONSTRUCTION CO., INC. $ 428,319.99 114.2546% 6 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 442,700.00 118.0905% 7 61-0911548 ROBERTS CONSTRUCTION COMPANY $ 447,094.20 119.2626% 8 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 451,850.34 120.5313% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 017 -2 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0012501 COUNTIES : LOGAN LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 55-0731306 |(2) 62-1345425 |(3) 55-0671461 |C.L. BELT CONSTRUCTION, INC.|BILCO CONSTRUCTION COMPANY, |HOKE BROTHERS CONTRACTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY ITEMS | | | 0005 201001-000 1.000 LS | 5000.00000 5000.00| 7500.00000 7500.00| 10000.00000 10000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 15000.00000 15000.00| 9480.00000 9480.00| 8000.00000 8000.00 MOBILIZATION | | | 0015 207001-001 134.000 CY | 8.00000 1072.00| 7.00000 938.00| 12.00000 1608.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 101.000 CY | 35.00000 3535.00| 42.00000 4242.00| 34.00000 3434.00 SUBGRADE | | | 0025 211001-000 328.000 CY | 12.00000 3936.00| 12.00000 3936.00| 16.00000 5248.00 UNCLASSIFIED BORROW EXCAVATION | | | 0030 211002-000 158.000 CY | 40.00000 6320.00| 25.00000 3950.00| 35.00000 5530.00 ROCK BORROW EXCAVATION | | | 0035 307001-000 137.000 CY | 38.00000 5206.00| 42.00000 5754.00| 34.00000 4658.00 AGGREGATE BASE COURSE, CLASS CLASS 1 | | | 0040 307001-000 35.000 CY | 36.00000 1260.00| 42.00000 1470.00| 34.00000 1190.00 AGGREGATE BASE COURSE, CLASS CLASS 7 | | | 0045 401001-001 AA1 115.000 TN | 82.50000 9487.50| 82.50000 9487.50| 90.00000 10350.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE BASE 1 | | | 0050 401001-002 AA2 109.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE BASE 1 | | | 0055 401002-001 BB1 38.000 TN | 93.50000 3553.00| 93.50000 3553.00| 100.00000 3800.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE WEAR 1 | | | 0060 401002-002 BB2 36.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE WEAR 1 | | | 0065 604001-016 56.000 LF | 35.00000 1960.00| 60.00000 3360.00| 100.00000 5600.00 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, | | | 0070 605009-001 1.000 EA | 1100.00000 1100.00| 2600.00000 2600.00| 2000.00000 2000.00 TYPE G INLET | | | 0075 607001-001 25.000 LF | 20.90000 522.50| 28.00000 700.00| 28.00000 700.00 TYPE 1 GUARDRAIL, CLASS CLASS 1 | | | 0080 607001-001 75.000 LF | 18.70000 1402.50| 18.00000 1350.00| 12.00000 900.00 TYPE 1 GUARDRAIL, CLASS CLASS 3 | | | 0085 607006-001 4.000 EA | 1100.00000 4400.00| 1250.00000 5000.00| 950.00000 3800.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 017 -3 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0012501 COUNTIES : LOGAN LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 55-0731306 |(2) 62-1345425 |(3) 55-0671461 |C.L. BELT CONSTRUCTION, INC.|BILCO CONSTRUCTION COMPANY, |HOKE BROTHERS CONTRACTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 607066-001 2.000 EA | 1980.00000 3960.00| 2000.00000 4000.00| 1850.00000 3700.00 TANGENT END TERMINAL | | | 0095 636007-001 900.000 LF | 0.60000 540.00| 1.00000 900.00| 2.00000 1800.00 ERADICATION OF PAVEMENT MARKING | | | 0100 636008-001 1200.000 LF | 1.68000 2016.00| 1.50000 1800.00| 1.00000 1200.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0105 636011-001 3980.000 UN | 1.10000 4378.00| 0.75000 2985.00| 1.00000 3980.00 TRAFFIC CONTROL DEVICE | | | 0110 636012-010 2.000 EA | 0.01000 0.02| 0.50000 1.00| 0.01000 0.02 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0115 636013-001 42.000 EA | 0.01000 0.42| 0.50000 21.00| 0.01000 0.42 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0120 636014-001 500.000 HR | 40.00000 20000.00| 0.01000 5.00| 0.01000 5.00 FLAGGER | | | 0125 636017-001 170.000 LF | 20.00000 3400.00| 15.00000 2550.00| 25.00000 4250.00 TEMPORARY CONCRETE BARRIER | | | 0130 636025-001 1260.000 DA | 1.32000 1663.20| 2.50000 3150.00| 1.00000 1260.00 WARNING LIGHTS, TYPE TYPE B | | | 0135 638002-001 8.000 EA | 50.00000 400.00| 100.00000 800.00| 50.00000 400.00 RIGHT OF WAY MARKER | | | 0140 639001-001 LUMP| 2000.00000 2000.00| 14000.50000 14000.50| 3000.00000 3000.00 CONSTRUCTION LAYOUT STAKE | | | 0145 640005-001 8.000 MO | 500.00000 4000.00| 400.00000 3200.00| 500.00000 4000.00 MINIMAL FIELD OFFICE | | | 0150 642012-001 200.000 LF | 2.00000 400.00| 3.00000 600.00| 2.00000 400.00 SILT FENCE | | | 0155 642033-001 8.000 CY | 45.00000 360.00| 15.00000 120.00| 50.00000 400.00 SEDIMENT TRAP | | | 0160 664001-008 1.000 EA | 7500.00000 7500.00| 6900.00000 6900.00| 8000.00000 8000.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | SECTION TOTALS | $ 114,372.14| $ 104,353.00| $ 99,213.44 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE ITEM | | | 0165 203001-000 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 10000.00000 10000.00 DISMANTLING STRUCTURE | | | 0170 212001-000 262.000 CY | 12.00000 3144.00| 15.00000 3930.00| 10.00000 2620.00 STRUCTURE EXCAVATION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 017 -4 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0012501 COUNTIES : LOGAN LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 55-0731306 |(2) 62-1345425 |(3) 55-0671461 |C.L. BELT CONSTRUCTION, INC.|BILCO CONSTRUCTION COMPANY, |HOKE BROTHERS CONTRACTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0175 212005-000 155.000 CY | 50.00000 7750.00| 80.00000 12400.00| 50.00000 7750.00 SELECT MATERIAL FOR BACKFILLING | | | 0180 601002-001 137.000 CY | 400.00000 54800.00| 340.00000 46580.00| 450.00000 61650.00 CLASS B CONCRETE | | | 0185 601003-001 107.000 CY | 520.00000 55640.00| 600.00000 64200.00| 600.00000 64200.00 CLASS K CONCRETE | | | 0190 602001-001 12466.000 LB | 0.60000 7479.60| 0.65000 8102.90| 0.80000 9972.80 REINFORCING STEEL BAR | | | 0195 602002-001 27576.000 LB | 0.70000 19303.20| 0.75000 20682.00| 0.90000 24818.40 EPOXY COATED REINFORCING STEEL BAR | | | 0200 615001-001 1.000 LS | 76000.00000 76000.00| 89000.00000 89000.00| 90000.00000 90000.00 STEEL SUPERSTRUCTURE | | | 0205 616004-003 404.000 LF | 55.00000 22220.00| 40.00000 16160.00| 45.00000 18180.00 HP10X42 STEEL BEARING PILE, DRIVEN | | | 0210 639001-001 LUMP| 3000.00000 3000.00| 10000.10000 10000.10| 3000.00000 3000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 259,336.80| $ 281,055.00| $ 292,191.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY ITEMS | | | 0215 670010-200 69.000 LF | 17.00000 1173.00| 30.00000 2070.00| 100.00000 6900.00 6 INCH STEEL CASING PIPE, THICKNESS CL | | | 54 | | | SECTION TOTALS | $ 1,173.00| $ 2,070.00| $ 6,900.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 374,881.94| $ 387,478.00| $ 398,304.64 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 017 -5 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0012501 COUNTIES : LOGAN LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 55-0622971 |(5) 55-0674033 |(6) 55-0710073 |MCCOY CONSTRUCTION COMPANY |SMH CONSTRUCTION CO., 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 ITEMS | | | 0005 201001-000 1.000 LS | 15000.00000 15000.00| 2210.00000 2210.00| 47864.00000 47864.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 18000.00000 18000.00| 25170.00000 25170.00| 13320.00000 13320.00 MOBILIZATION | | | 0015 207001-001 134.000 CY | 10.00000 1340.00| 13.00000 1742.00| 20.00000 2680.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 101.000 CY | 50.00000 5050.00| 44.97000 4541.97| 55.00000 5555.00 SUBGRADE | | | 0025 211001-000 328.000 CY | 30.00000 9840.00| 16.70000 5477.60| 25.00000 8200.00 UNCLASSIFIED BORROW EXCAVATION | | | 0030 211002-000 158.000 CY | 35.00000 5530.00| 41.25000 6517.50| 48.00000 7584.00 ROCK BORROW EXCAVATION | | | 0035 307001-000 137.000 CY | 40.00000 5480.00| 38.69000 5300.53| 68.00000 9316.00 AGGREGATE BASE COURSE, CLASS CLASS 1 | | | 0040 307001-000 35.000 CY | 40.00000 1400.00| 55.20000 1932.00| 45.00000 1575.00 AGGREGATE BASE COURSE, CLASS CLASS 7 | | | 0045 401001-001 AA1 115.000 TN | 75.00000 8625.00| 85.35000 9815.25| 88.00000 10120.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE BASE 1 | | | 0050 401001-002 AA2 109.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE BASE 1 | | | 0055 401002-001 BB1 38.000 TN | 85.00000 3230.00| 96.70000 3674.60| 100.00000 3800.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE WEAR 1 | | | 0060 401002-002 BB2 36.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE WEAR 1 | | | 0065 604001-016 56.000 LF | 60.00000 3360.00| 54.45000 3049.20| 36.00000 2016.00 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, | | | 0070 605009-001 1.000 EA | 1800.00000 1800.00| 1403.60000 1403.60| 1100.00000 1100.00 TYPE G INLET | | | 0075 607001-001 25.000 LF | 26.00000 650.00| 25.00000 625.00| 25.00000 625.00 TYPE 1 GUARDRAIL, CLASS CLASS 1 | | | 0080 607001-001 75.000 LF | 11.00000 825.00| 10.25000 768.75| 11.00000 825.00 TYPE 1 GUARDRAIL, CLASS CLASS 3 | | | 0085 607006-001 4.000 EA | 840.00000 3360.00| 910.00000 3640.00| 840.00000 3360.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 017 -6 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0012501 COUNTIES : LOGAN LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 55-0622971 |(5) 55-0674033 |(6) 55-0710073 |MCCOY CONSTRUCTION COMPANY |SMH CONSTRUCTION CO., INC. |TEAYS RIVER CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 607066-001 2.000 EA | 1700.00000 3400.00| 1875.00000 3750.00| 1700.00000 3400.00 TANGENT END TERMINAL | | | 0095 636007-001 900.000 LF | 0.50000 450.00| 0.85000 765.00| 0.50000 450.00 ERADICATION OF PAVEMENT MARKING | | | 0100 636008-001 1200.000 LF | 1.40000 1680.00| 1.71000 2052.00| 1.40000 1680.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0105 636011-001 3980.000 UN | 1.00000 3980.00| 1.11000 4417.80| 0.90000 3582.00 TRAFFIC CONTROL DEVICE | | | 0110 636012-010 2.000 EA | 100.00000 200.00| 100.00000 200.00| 100.00000 200.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0115 636013-001 42.000 EA | 2.00000 84.00| 1.00000 42.00| 2.00000 84.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0120 636014-001 500.000 HR | 30.00000 15000.00| 44.70000 22350.00| 0.01000 5.00 FLAGGER | | | 0125 636017-001 170.000 LF | 23.00000 3910.00| 31.90000 5423.00| 35.00000 5950.00 TEMPORARY CONCRETE BARRIER | | | 0130 636025-001 1260.000 DA | 1.50000 1890.00| 1.69000 2129.40| 1.10000 1386.00 WARNING LIGHTS, TYPE TYPE B | | | 0135 638002-001 8.000 EA | 100.00000 800.00| 52.00000 416.00| 45.00000 360.00 RIGHT OF WAY MARKER | | | 0140 639001-001 LUMP| 3500.00000 3500.00| 1950.00000 1950.00| 2100.00000 2100.00 CONSTRUCTION LAYOUT STAKE | | | 0145 640005-001 8.000 MO | 125.00000 1000.00| 1254.00000 10032.00| 950.00000 7600.00 MINIMAL FIELD OFFICE | | | 0150 642012-001 200.000 LF | 3.00000 600.00| 1.75000 350.00| 2.00000 400.00 SILT FENCE | | | 0155 642033-001 8.000 CY | 50.00000 400.00| 32.50000 260.00| 12.00000 96.00 SEDIMENT TRAP | | | 0160 664001-008 1.000 EA | 6400.00000 6400.00| 7400.00000 7400.00| 6500.00000 6500.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | SECTION TOTALS | $ 126,784.00| $ 137,405.20| $ 151,733.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE ITEM | | | 0165 203001-000 LUMP| 10000.00000 10000.00| 12140.00000 12140.00| 7000.00000 7000.00 DISMANTLING STRUCTURE | | | 0170 212001-000 262.000 CY | 40.00000 10480.00| 15.50000 4061.00| 30.00000 7860.00 STRUCTURE EXCAVATION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 017 -7 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0012501 COUNTIES : LOGAN LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 55-0622971 |(5) 55-0674033 |(6) 55-0710073 |MCCOY CONSTRUCTION COMPANY |SMH CONSTRUCTION CO., INC. |TEAYS RIVER CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0175 212005-000 155.000 CY | 60.00000 9300.00| 63.75000 9881.25| 45.00000 6975.00 SELECT MATERIAL FOR BACKFILLING | | | 0180 601002-001 137.000 CY | 400.00000 54800.00| 356.40000 48826.80| 360.00000 49320.00 CLASS B CONCRETE | | | 0185 601003-001 107.000 CY | 450.00000 48150.00| 760.80000 81405.60| 640.00000 68480.00 CLASS K CONCRETE | | | 0190 602001-001 12466.000 LB | 0.90000 11219.40| 0.77000 9598.82| 1.00000 12466.00 REINFORCING STEEL BAR | | | 0195 602002-001 27576.000 LB | 1.00000 27576.00| 0.77000 21233.52| 1.00000 27576.00 EPOXY COATED REINFORCING STEEL BAR | | | 0200 615001-001 1.000 LS | 98000.00000 98000.00| 80314.00000 80314.00| 95000.00000 95000.00 STEEL SUPERSTRUCTURE | | | 0205 616004-003 404.000 LF | 45.00000 18180.00| 41.65000 16826.60| 30.00000 12120.00 HP10X42 STEEL BEARING PILE, DRIVEN | | | 0210 639001-001 LUMP| 3500.00000 3500.00| 3260.00000 3260.00| 2100.00000 2100.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 291,205.40| $ 287,547.59| $ 288,897.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY ITEMS | | | 0215 670010-200 69.000 LF | 100.00000 6900.00| 48.80000 3367.20| 30.00000 2070.00 6 INCH STEEL CASING PIPE, THICKNESS CL | | | 54 | | | SECTION TOTALS | $ 6,900.00| $ 3,367.20| $ 2,070.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 424,889.40| $ 428,319.99| $ 442,700.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 017 -8 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0012501 COUNTIES : LOGAN LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(7) 61-0911548 |(8) 55-0487806 | |ROBERTS CONSTRUCTION COMPANY|ORDERS CONSTRUCTION COMPANY,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY ITEMS | | | 0005 201001-000 1.000 LS | 16000.00000 16000.00| 27100.00000 27100.00| CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 16000.00000 16000.00| 14800.00000 14800.00| MOBILIZATION | | | 0015 207001-001 134.000 CY | 12.00000 1608.00| 53.00000 7102.00| UNCLASSIFIED EXCAVATION | | | 0020 207002-000 101.000 CY | 50.00000 5050.00| 52.00000 5252.00| SUBGRADE | | | 0025 211001-000 328.000 CY | 14.00000 4592.00| 29.00000 9512.00| UNCLASSIFIED BORROW EXCAVATION | | | 0030 211002-000 158.000 CY | 50.00000 7900.00| 62.00000 9796.00| ROCK BORROW EXCAVATION | | | 0035 307001-000 137.000 CY | 60.00000 8220.00| 47.00000 6439.00| AGGREGATE BASE COURSE, CLASS CLASS 1 | | | 0040 307001-000 35.000 CY | 60.00000 2100.00| 71.00000 2485.00| AGGREGATE BASE COURSE, CLASS CLASS 7 | | | 0045 401001-001 AA1 115.000 TN | 86.00000 9890.00| 83.00000 9545.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE BASE 1 | | | 0050 401001-002 AA2 109.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE BASE 1 | | | 0055 401002-001 BB1 38.000 TN | 96.00000 3648.00| 95.00000 3610.00| MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE WEAR 1 | | | 0060 401002-002 BB2 36.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE WEAR 1 | | | 0065 604001-016 56.000 LF | 50.00000 2800.00| 81.00000 4536.00| 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, | | | 0070 605009-001 1.000 EA | 2200.00000 2200.00| 1800.00000 1800.00| TYPE G INLET | | | 0075 607001-001 25.000 LF | 21.00000 525.00| 29.00000 725.00| TYPE 1 GUARDRAIL, CLASS CLASS 1 | | | 0080 607001-001 75.000 LF | 19.00000 1425.00| 12.00000 900.00| TYPE 1 GUARDRAIL, CLASS CLASS 3 | | | 0085 607006-001 4.000 EA | 1100.00000 4400.00| 930.00000 3720.00| THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 017 -9 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0012501 COUNTIES : LOGAN LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(7) 61-0911548 |(8) 55-0487806 | |ROBERTS CONSTRUCTION COMPANY|ORDERS CONSTRUCTION COMPANY,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 607066-001 2.000 EA | 2000.00000 4000.00| 1900.00000 3800.00| TANGENT END TERMINAL | | | 0095 636007-001 900.000 LF | 1.00000 900.00| 0.56000 504.00| ERADICATION OF PAVEMENT MARKING | | | 0100 636008-001 1200.000 LF | 1.50000 1800.00| 1.60000 1920.00| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0105 636011-001 3980.000 UN | 0.80000 3184.00| 1.00000 3980.00| TRAFFIC CONTROL DEVICE | | | 0110 636012-010 2.000 EA | 300.00000 600.00| 110.00000 220.00| PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0115 636013-001 42.000 EA | 20.00000 840.00| 2.20000 92.40| INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0120 636014-001 500.000 HR | 42.00000 21000.00| 1.00000 500.00| FLAGGER | | | 0125 636017-001 170.000 LF | 40.00000 6800.00| 16.00000 2720.00| TEMPORARY CONCRETE BARRIER | | | 0130 636025-001 1260.000 DA | 1.30000 1638.00| 1.20000 1512.00| WARNING LIGHTS, TYPE TYPE B | | | 0135 638002-001 8.000 EA | 60.00000 480.00| 55.00000 440.00| RIGHT OF WAY MARKER | | | 0140 639001-001 LUMP| 6000.00000 6000.00| 1200.00000 1200.00| CONSTRUCTION LAYOUT STAKE | | | 0145 640005-001 8.000 MO | 900.00000 7200.00| 1000.00000 8000.00| MINIMAL FIELD OFFICE | | | 0150 642012-001 200.000 LF | 10.00000 2000.00| 3.50000 700.00| SILT FENCE | | | 0155 642033-001 8.000 CY | 200.00000 1600.00| 130.00000 1040.00| SEDIMENT TRAP | | | 0160 664001-008 1.000 EA | 12000.00000 12000.00| 4800.00000 4800.00| IMPACT ATTENUATING DEVICE, TYPE IV | | | SECTION TOTALS | $ 156,400.00| $ 138,750.40| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE ITEM | | | 0165 203001-000 LUMP| 14000.00000 14000.00| 14100.00000 14100.00| DISMANTLING STRUCTURE | | | 0170 212001-000 262.000 CY | 20.00000 5240.00| 52.00000 13624.00| STRUCTURE EXCAVATION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 017 -10 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0012501 COUNTIES : LOGAN LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(7) 61-0911548 |(8) 55-0487806 | |ROBERTS CONSTRUCTION COMPANY|ORDERS CONSTRUCTION COMPANY,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0175 212005-000 155.000 CY | 60.00000 9300.00| 79.00000 12245.00| SELECT MATERIAL FOR BACKFILLING | | | 0180 601002-001 137.000 CY | 450.00000 61650.00| 450.00000 61650.00| CLASS B CONCRETE | | | 0185 601003-001 107.000 CY | 600.00000 64200.00| 750.00000 80250.00| CLASS K CONCRETE | | | 0190 602001-001 12466.000 LB | 0.50000 6233.00| 0.71000 8850.86| REINFORCING STEEL BAR | | | 0195 602002-001 27576.000 LB | 0.70000 19303.20| 0.83000 22888.08| EPOXY COATED REINFORCING STEEL BAR | | | 0200 615001-001 1.000 LS | 80000.00000 80000.00| 74900.00000 74900.00| STEEL SUPERSTRUCTURE | | | 0205 616004-003 404.000 LF | 52.00000 21008.00| 45.00000 18180.00| HP10X42 STEEL BEARING PILE, DRIVEN | | | 0210 639001-001 LUMP| 7000.00000 7000.00| 3100.00000 3100.00| CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 287,934.20| $ 309,787.94| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY ITEMS | | | 0215 670010-200 69.000 LF | 40.00000 2760.00| 48.00000 3312.00| 6 INCH STEEL CASING PIPE, THICKNESS CL | | | 54 | | | SECTION TOTALS | $ 2,760.00| $ 3,312.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 447,094.20| $ 451,850.34| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 018 -1 VENDOR RANKING CALL ORDER : 018 CONTRACT ID : 9905401 COUNTIES : WETZEL LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : B&O OVERPASS BRIDGE PROJECT(S) : S352-0007/00-033.52 00 LOCATION: BEGIN: @ MP 37.08 ON WV 7 END: JCT US RTE 250 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0674033 SMH CONSTRUCTION CO., INC. $ 525,798.44 100.0000% 2 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 531,575.00 101.0986% 3 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 581,360.65 110.5672% 4 55-0434699 SAVAGE CONSTRUCTION COMPANY, INC. $ 588,475.47 111.9203% 5 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 596,272.27 113.4032% 6 25-1488575 LONE PINE CONSTRUCTION, INC. $ 628,209.76 119.4772% 7 34-1421920 OHIO-WEST VIRGINIA EXCAVATING CO., INC. $ 647,744.63 123.1925% 8 55-0491480 LANG BROTHERS, INC. $ 659,532.24 125.4344% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 018 -2 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 9905401 COUNTIES : WETZEL LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 55-0674033 |(2) 62-1345425 |(3) 55-0487806 |SMH CONSTRUCTION CO., INC. |BILCO CONSTRUCTION COMPANY, |ORDERS CONSTRUCTION COMPANY, 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 | 2720.00000 2720.00| 5000.00000 5000.00| 24100.00000 24100.00 CLEARING AND GRUBBING | | | SECTION TOTALS | $ 2,720.00| $ 5,000.00| $ 24,100.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE | | | 0010 203001-000 LUMP| 10260.00000 10260.00| 15000.00000 15000.00| 18800.00000 18800.00 DISMANTLING STRUCTURE | | | SECTION TOTALS | $ 10,260.00| $ 15,000.00| $ 18,800.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0015 204001-000 LUMP| 37000.00000 37000.00| 12000.00000 12000.00| 25800.00000 25800.00 MOBILIZATION | | | 0020 207001-001 3147.000 CY | 7.35000 23130.45| 6.00000 18882.00| 8.40000 26434.80 UNCLASSIFIED EXCAVATION | | | 0025 207002-000 188.000 CY | 34.20000 6429.60| 42.00000 7896.00| 39.00000 7332.00 SUBGRADE | | | 0030 207034-000 1214.000 SY | 0.97000 1177.58| 1.00000 1214.00| 1.60000 1942.40 FABRIC FOR SEPARATION | | | 0035 211001-000 1304.000 CY | 11.30000 14735.20| 15.00000 19560.00| 17.00000 22168.00 UNCLASSIFIED BORROW EXCAVATION | | | 0040 211002-000 548.000 CY | 23.35000 12795.80| 15.00000 8220.00| 29.00000 15892.00 ROCK BORROW EXCAVATION | | | SECTION TOTALS | $ 95,268.63| $ 67,772.00| $ 99,569.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE | | | 0045 212001-000 133.000 CY | 12.00000 1596.00| 20.00000 2660.00| 42.00000 5586.00 STRUCTURE EXCAVATION | | | 0050 212005-000 76.000 CY | 97.00000 7372.00| 80.00000 6080.00| 99.00000 7524.00 SELECT MATERIAL FOR BACKFILLING | | | SECTION TOTALS | $ 8,968.00| $ 8,740.00| $ 13,110.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0055 218003-000 150.000 CY | 124.60000 18690.00| 80.00000 12000.00| 140.00000 21000.00 GABION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 018 -3 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 9905401 COUNTIES : WETZEL LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 55-0674033 |(2) 62-1345425 |(3) 55-0487806 |SMH CONSTRUCTION CO., INC. |BILCO CONSTRUCTION COMPANY, |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 307001-000 616.000 CY | 35.15000 21652.40| 42.00000 25872.00| 46.00000 28336.00 AGGREGATE BASE COURSE, CLASS CLASS 1 | | | 0065 308001-000 99.000 TN | 37.70000 3732.30| 24.00000 2376.00| 40.00000 3960.00 AGGREGATE BASE COURSE, CLASS CLASS 1 | | | 0070 408002-001 175.000 GA | 1.15000 201.25| 1.00000 175.00| 1.80000 315.00 BITUMINOUS MATERIAL | | | SECTION TOTALS | $ 44,275.95| $ 40,423.00| $ 53,611.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE | | | 0075 601002-001 52.000 CY | 338.00000 17576.00| 490.00000 25480.00| 940.00000 48880.00 CLASS B CONCRETE | | | 0080 601003-001 13.000 CY | 1524.00000 19812.00| 1000.00000 13000.00| 860.00000 11180.00 CLASS K CONCRETE | | | 0085 602002-001 9155.000 LB | 0.83000 7598.65| 1.00000 9155.00| 0.85000 7781.75 EPOXY COATED REINFORCING STEEL BAR | | | 0090 603016-033 1026.000 LF | 125.00000 128250.00| 140.00000 143640.00| 130.00000 133380.00 42X36 INCH PRESTRESSED CONCRETE BOX BEAM| | | 0095 606025-004 134.500 LF | 5.90000 793.55| 10.00000 1345.00| 15.00000 2017.50 6 INCH UNDERDRAIN PIPE | | | SECTION TOTALS | $ 174,030.20| $ 192,620.00| $ 203,239.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0100 607001-001 437.500 LF | 11.40000 4987.50| 12.00000 5250.00| 9.90000 4331.25 TYPE 1 GUARDRAIL, CLASS CLASS I | | | 0105 607006-001 4.000 EA | 910.30000 3641.20| 800.00000 3200.00| 730.00000 2920.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0110 607065-001 1.000 EA | 1479.30000 1479.30| 1400.00000 1400.00| 1200.00000 1200.00 FLARED END TERMINAL | | | 0115 607066-001 1.000 EA | 1820.70000 1820.70| 1600.00000 1600.00| 1500.00000 1500.00 TANGENT END TERMINAL | | | SECTION TOTALS | $ 11,928.70| $ 11,450.00| $ 9,951.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE | | | 0120 614001-003 662.000 LF | 49.00000 32438.00| 60.00000 39720.00| 44.00000 29128.00 HP10X42 STEEL PILE | | | 0125 614003-001 361.000 SF | 12.10000 4368.10| 10.00000 3610.00| 10.00000 3610.00 CONCRETE LAGGING, THICKNESS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 018 -4 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 9905401 COUNTIES : WETZEL LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 55-0674033 |(2) 62-1345425 |(3) 55-0487806 |SMH CONSTRUCTION CO., INC. |BILCO CONSTRUCTION COMPANY, |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 616005-003 390.000 LF | 31.70000 12363.00| 50.00000 19500.00| 41.00000 15990.00 HP10X42 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0135 623002-001 80.000 LB | 5.30000 424.00| 4.00000 320.00| 1.10000 88.00 REINFORCING MESH | | | 0140 623003-001 130.000 EA | 17.10000 2223.00| 5.00000 650.00| 5.90000 767.00 HOOK EXPANSION ANCHOR BOLT | | | SECTION TOTALS | $ 51,816.10| $ 63,800.00| $ 49,583.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0145 636005-001 1.000 LS | 13954.70000 13954.70| 15000.00000 15000.00| 30000.00000 30000.00 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0150 636009-001 3600.000 LF | 1.14000 4104.00| 1.00000 3600.00| 1.00000 3600.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0155 636011-001 7027.000 UN | 0.97000 6816.19| 0.80000 5621.60| 0.91000 6394.57 TRAFFIC CONTROL DEVICE | | | 0160 636012-010 1.000 EA | 100.00000 100.00| 0.40000 0.40| 300.00000 300.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0165 636013-001 25.000 EA | 1.00000 25.00| 0.40000 10.00| 4.00000 100.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0170 636014-001 500.000 HR | 44.70000 22350.00| 33.00000 16500.00| 1.00000 500.00 FLAGGER | | | 0175 636017-001 50.000 LF | 37.66000 1883.00| 10.00000 500.00| 18.00000 900.00 TEMPORARY CONCRETE BARRIER | | | 0180 636019-001 693.750 LF | 10.81000 7499.44| 10.00000 6937.50| 9.10000 6313.13 TEMPORARY GUARDRAIL BARRIER | | | 0185 636025-001 2500.000 DA | 1.60000 4000.00| 2.50000 6250.00| 1.40000 3500.00 WARNING LIGHTS, TYPE TYPE B | | | 0190 639001-001 LUMP| 4152.65000 4152.65| 20000.50000 20000.50| 6100.00000 6100.00 CONSTRUCTION LAYOUT STAKE | | | 0195 640001-001 9.000 MO | 1343.55000 12091.95| 900.00000 8100.00| 1000.00000 9000.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0200 640003-001 LUMP| 1254.00000 1254.00| 1500.00000 1500.00| 590.00000 590.00 BUILDING EQUIPMENT | | | 0205 642014-001 LUMP| 3582.40000 3582.40| 400.00000 400.00| 6100.00000 6100.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 018 -5 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 9905401 COUNTIES : WETZEL LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 55-0674033 |(2) 62-1345425 |(3) 55-0487806 |SMH CONSTRUCTION CO., INC. |BILCO CONSTRUCTION COMPANY, |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0210 661001-002 5.250 SF | 31.30000 164.33| 32.00000 168.00| 25.00000 131.25 0.100 IN FLAT SHEET SIGN | | | 0215 663001-004 1200.000 LF | 1.14000 1368.00| 0.80000 960.00| 0.15000 180.00 EDGE LINE, TYPE II TYPE II | | | 0220 663002-005 1200.000 LF | 1.14000 1368.00| 0.80000 960.00| 0.15000 180.00 LANE LINE OR CENTERLINE, TYPE II TYPE II| | | 0225 663005-010 24.000 LF | 12.80000 307.20| 13.00000 312.00| 12.00000 288.00 STOP LINE, TYPE V TYPE V | | | 0230 401001-001 AA1 655.000 TN | 51.60000 33798.00| 50.00000 32750.00| 44.00000 28820.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE TYPE I | | | 0235 401001-002 AA2 589.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE TYPE I | | | 0240 401002-001 BB1 80.000 TN | 96.40000 7712.00| 90.00000 7200.00| 80.00000 6400.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE TYPE III | | | 0245 401002-002 BB2 72.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE | | | SECTION TOTALS | $ 126,530.86| $ 126,770.00| $ 109,396.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 525,798.44| $ 531,575.00| $ 581,360.65 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 018 -6 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 9905401 COUNTIES : WETZEL LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 55-0434699 |(5) 55-0710073 |(6) 25-1488575 |SAVAGE CONSTRUCTION COMPANY,|TEAYS RIVER CONSTRUCTION COM|LONE PINE 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 | 14000.00000 14000.00| 50000.00000 50000.00| 1750.00000 1750.00 CLEARING AND GRUBBING | | | SECTION TOTALS | $ 14,000.00| $ 50,000.00| $ 1,750.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE | | | 0010 203001-000 LUMP| 19900.00000 19900.00| 20000.00000 20000.00| 13000.00000 13000.00 DISMANTLING STRUCTURE | | | SECTION TOTALS | $ 19,900.00| $ 20,000.00| $ 13,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0015 204001-000 LUMP| 19816.77000 19816.77| 18000.00000 18000.00| 18000.00000 18000.00 MOBILIZATION | | | 0020 207001-001 3147.000 CY | 6.89000 21682.83| 10.00000 31470.00| 12.00000 37764.00 UNCLASSIFIED EXCAVATION | | | 0025 207002-000 188.000 CY | 49.00000 9212.00| 40.00000 7520.00| 35.00000 6580.00 SUBGRADE | | | 0030 207034-000 1214.000 SY | 0.75000 910.50| 1.50000 1821.00| 2.50000 3035.00 FABRIC FOR SEPARATION | | | 0035 211001-000 1304.000 CY | 6.90000 8997.60| 20.00000 26080.00| 24.00000 31296.00 UNCLASSIFIED BORROW EXCAVATION | | | 0040 211002-000 548.000 CY | 35.00000 19180.00| 30.00000 16440.00| 33.00000 18084.00 ROCK BORROW EXCAVATION | | | SECTION TOTALS | $ 79,799.70| $ 101,331.00| $ 114,759.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE | | | 0045 212001-000 133.000 CY | 44.90000 5971.70| 24.00000 3192.00| 40.00000 5320.00 STRUCTURE EXCAVATION | | | 0050 212005-000 76.000 CY | 69.00000 5244.00| 75.00000 5700.00| 30.00000 2280.00 SELECT MATERIAL FOR BACKFILLING | | | SECTION TOTALS | $ 11,215.70| $ 8,892.00| $ 7,600.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0055 218003-000 150.000 CY | 109.90000 16485.00| 125.00000 18750.00| 200.00000 30000.00 GABION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 018 -7 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 9905401 COUNTIES : WETZEL LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 55-0434699 |(5) 55-0710073 |(6) 25-1488575 |SAVAGE CONSTRUCTION COMPANY,|TEAYS RIVER CONSTRUCTION COM|LONE PINE CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 307001-000 616.000 CY | 49.90000 30738.40| 55.00000 33880.00| 52.00000 32032.00 AGGREGATE BASE COURSE, CLASS CLASS 1 | | | 0065 308001-000 99.000 TN | 39.00000 3861.00| 60.00000 5940.00| 34.50000 3415.50 AGGREGATE BASE COURSE, CLASS CLASS 1 | | | 0070 408002-001 175.000 GA | 1.10000 192.50| 1.75000 306.25| 2.00000 350.00 BITUMINOUS MATERIAL | | | SECTION TOTALS | $ 51,276.90| $ 58,876.25| $ 65,797.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE | | | 0075 601002-001 52.000 CY | 445.00000 23140.00| 600.00000 31200.00| 450.00000 23400.00 CLASS B CONCRETE | | | 0080 601003-001 13.000 CY | 525.00000 6825.00| 1200.00000 15600.00| 690.00000 8970.00 CLASS K CONCRETE | | | 0085 602002-001 9155.000 LB | 0.79000 7232.45| 0.65000 5950.75| 1.00000 9155.00 EPOXY COATED REINFORCING STEEL BAR | | | 0090 603016-033 1026.000 LF | 139.00000 142614.00| 120.00000 123120.00| 143.00000 146718.00 42X36 INCH PRESTRESSED CONCRETE BOX BEAM| | | 0095 606025-004 134.500 LF | 8.95000 1203.78| 12.00000 1614.00| 10.00000 1345.00 6 INCH UNDERDRAIN PIPE | | | SECTION TOTALS | $ 181,015.23| $ 177,484.75| $ 189,588.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0100 607001-001 437.500 LF | 10.72000 4690.00| 10.00000 4375.00| 11.25000 4921.88 TYPE 1 GUARDRAIL, CLASS CLASS I | | | 0105 607006-001 4.000 EA | 797.50000 3190.00| 850.00000 3400.00| 840.00000 3360.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0110 607065-001 1.000 EA | 1298.00000 1298.00| 1400.00000 1400.00| 1357.00000 1357.00 FLARED END TERMINAL | | | 0115 607066-001 1.000 EA | 1639.00000 1639.00| 1700.00000 1700.00| 1715.00000 1715.00 TANGENT END TERMINAL | | | SECTION TOTALS | $ 10,817.00| $ 10,875.00| $ 11,353.88 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE | | | 0120 614001-003 662.000 LF | 49.90000 33033.80| 60.00000 39720.00| 47.00000 31114.00 HP10X42 STEEL PILE | | | 0125 614003-001 361.000 SF | 11.00000 3971.00| 10.00000 3610.00| 15.00000 5415.00 CONCRETE LAGGING, THICKNESS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 018 -8 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 9905401 COUNTIES : WETZEL LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 55-0434699 |(5) 55-0710073 |(6) 25-1488575 |SAVAGE CONSTRUCTION COMPANY,|TEAYS RIVER CONSTRUCTION COM|LONE PINE CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 616005-003 390.000 LF | 68.00000 26520.00| 75.00000 29250.00| 29.00000 11310.00 HP10X42 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0135 623002-001 80.000 LB | 6.15000 492.00| 10.00000 800.00| 10.00000 800.00 REINFORCING MESH | | | 0140 623003-001 130.000 EA | 30.00000 3900.00| 10.00000 1300.00| 10.00000 1300.00 HOOK EXPANSION ANCHOR BOLT | | | SECTION TOTALS | $ 67,916.80| $ 74,680.00| $ 49,939.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0145 636005-001 1.000 LS | 42000.00000 42000.00| 25000.00000 25000.00| 70000.00000 70000.00 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0150 636009-001 3600.000 LF | 1.16000 4176.00| 1.00000 3600.00| 1.15000 4140.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0155 636011-001 7027.000 UN | 0.88000 6183.76| 0.01000 70.27| 1.00000 7027.00 TRAFFIC CONTROL DEVICE | | | 0160 636012-010 1.000 EA | 275.00000 275.00| 200.00000 200.00| 290.00000 290.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0165 636013-001 25.000 EA | 3.30000 82.50| 3.00000 75.00| 5.00000 125.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0170 636014-001 500.000 HR | 36.00000 18000.00| 0.01000 5.00| 42.00000 21000.00 FLAGGER | | | 0175 636017-001 50.000 LF | 29.00000 1450.00| 20.00000 1000.00| 30.00000 1500.00 TEMPORARY CONCRETE BARRIER | | | 0180 636019-001 693.750 LF | 9.90000 6868.13| 10.00000 6937.50| 10.50000 7284.38 TEMPORARY GUARDRAIL BARRIER | | | 0185 636025-001 2500.000 DA | 1.32000 3300.00| 1.25000 3125.00| 1.45000 3625.00 WARNING LIGHTS, TYPE TYPE B | | | 0190 639001-001 LUMP| 16416.77000 16416.77| 2000.00000 2000.00| 2500.00000 2500.00 CONSTRUCTION LAYOUT STAKE | | | 0195 640001-001 9.000 MO | 900.00000 8100.00| 1000.00000 9000.00| 1000.00000 9000.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0200 640003-001 LUMP| 1000.00000 1000.00| 2000.00000 2000.00| 1000.00000 1000.00 BUILDING EQUIPMENT | | | 0205 642014-001 LUMP| 2900.00000 2900.00| 2000.00000 2000.00| 5000.00000 5000.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 018 -9 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 9905401 COUNTIES : WETZEL LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 55-0434699 |(5) 55-0710073 |(6) 25-1488575 |SAVAGE CONSTRUCTION COMPANY,|TEAYS RIVER CONSTRUCTION COM|LONE PINE CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0210 661001-002 5.250 SF | 27.50000 144.38| 30.00000 157.50| 30.00000 157.50 0.100 IN FLAT SHEET SIGN | | | 0215 663001-004 1200.000 LF | 0.40000 480.00| 1.00000 1200.00| 0.45000 540.00 EDGE LINE, TYPE II TYPE II | | | 0220 663002-005 1200.000 LF | 0.40000 480.00| 1.00000 1200.00| 0.45000 540.00 LANE LINE OR CENTERLINE, TYPE II TYPE II| | | 0225 663005-010 24.000 LF | 13.20000 316.80| 12.00000 288.00| 14.00000 336.00 STOP LINE, TYPE V TYPE V | | | 0230 401001-001 AA1 655.000 TN | 50.24000 32907.20| 45.00000 29475.00| 50.50000 33077.50 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE TYPE I | | | 0235 401001-002 AA2 589.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE TYPE I | | | 0240 401002-001 BB1 80.000 TN | 93.17000 7453.60| 85.00000 6800.00| 91.00000 7280.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE TYPE III | | | 0245 401002-002 BB2 72.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE | | | SECTION TOTALS | $ 152,534.14| $ 94,133.27| $ 174,422.38 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 588,475.47| $ 596,272.27| $ 628,209.76 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 018 -10 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 9905401 COUNTIES : WETZEL LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(7) 34-1421920 |(8) 55-0491480 | |OHIO-WEST VIRGINIA EXCAVATIN|LANG BROTHERS, 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 | 10000.00000 10000.00| 10000.00000 10000.00| CLEARING AND GRUBBING | | | SECTION TOTALS | $ 10,000.00| $ 10,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE | | | 0010 203001-000 LUMP| 15000.00000 15000.00| 15000.00000 15000.00| DISMANTLING STRUCTURE | | | SECTION TOTALS | $ 15,000.00| $ 15,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0015 204001-000 LUMP| 24900.00000 24900.00| 19000.00000 19000.00| MOBILIZATION | | | 0020 207001-001 3147.000 CY | 10.00000 31470.00| 5.00000 15735.00| UNCLASSIFIED EXCAVATION | | | 0025 207002-000 188.000 CY | 40.00000 7520.00| 45.00000 8460.00| SUBGRADE | | | 0030 207034-000 1214.000 SY | 1.50000 1821.00| 1.00000 1214.00| FABRIC FOR SEPARATION | | | 0035 211001-000 1304.000 CY | 12.00000 15648.00| 11.00000 14344.00| UNCLASSIFIED BORROW EXCAVATION | | | 0040 211002-000 548.000 CY | 38.00000 20824.00| 34.00000 18632.00| ROCK BORROW EXCAVATION | | | SECTION TOTALS | $ 102,183.00| $ 77,385.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE | | | 0045 212001-000 133.000 CY | 50.00000 6650.00| 40.00000 5320.00| STRUCTURE EXCAVATION | | | 0050 212005-000 76.000 CY | 95.00000 7220.00| 75.00000 5700.00| SELECT MATERIAL FOR BACKFILLING | | | SECTION TOTALS | $ 13,870.00| $ 11,020.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0055 218003-000 150.000 CY | 125.00000 18750.00| 135.00000 20250.00| GABION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 018 -11 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 9905401 COUNTIES : WETZEL LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(7) 34-1421920 |(8) 55-0491480 | |OHIO-WEST VIRGINIA EXCAVATIN|LANG BROTHERS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 307001-000 616.000 CY | 45.00000 27720.00| 55.00000 33880.00| AGGREGATE BASE COURSE, CLASS CLASS 1 | | | 0065 308001-000 99.000 TN | 23.00000 2277.00| 36.00000 3564.00| AGGREGATE BASE COURSE, CLASS CLASS 1 | | | 0070 408002-001 175.000 GA | 1.05000 183.75| 2.00000 350.00| BITUMINOUS MATERIAL | | | SECTION TOTALS | $ 48,930.75| $ 58,044.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE | | | 0075 601002-001 52.000 CY | 800.00000 41600.00| 800.00000 41600.00| CLASS B CONCRETE | | | 0080 601003-001 13.000 CY | 1000.00000 13000.00| 1600.00000 20800.00| CLASS K CONCRETE | | | 0085 602002-001 9155.000 LB | 1.25000 11443.75| 2.00000 18310.00| EPOXY COATED REINFORCING STEEL BAR | | | 0090 603016-033 1026.000 LF | 165.00000 169290.00| 158.00000 162108.00| 42X36 INCH PRESTRESSED CONCRETE BOX BEAM| | | 0095 606025-004 134.500 LF | 10.00000 1345.00| 10.00000 1345.00| 6 INCH UNDERDRAIN PIPE | | | SECTION TOTALS | $ 236,678.75| $ 244,163.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0100 607001-001 437.500 LF | 10.25000 4484.38| 12.00000 5250.00| TYPE 1 GUARDRAIL, CLASS CLASS I | | | 0105 607006-001 4.000 EA | 800.00000 3200.00| 900.00000 3600.00| THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0110 607065-001 1.000 EA | 1300.00000 1300.00| 1450.00000 1450.00| FLARED END TERMINAL | | | 0115 607066-001 1.000 EA | 1600.00000 1600.00| 1850.00000 1850.00| TANGENT END TERMINAL | | | SECTION TOTALS | $ 10,584.38| $ 12,150.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE | | | 0120 614001-003 662.000 LF | 55.00000 36410.00| 85.00000 56270.00| HP10X42 STEEL PILE | | | 0125 614003-001 361.000 SF | 12.00000 4332.00| 14.50000 5234.50| CONCRETE LAGGING, THICKNESS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 018 -12 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 9905401 COUNTIES : WETZEL LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(7) 34-1421920 |(8) 55-0491480 | |OHIO-WEST VIRGINIA EXCAVATIN|LANG BROTHERS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 616005-003 390.000 LF | 38.00000 14820.00| 48.00000 18720.00| HP10X42 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0135 623002-001 80.000 LB | 8.00000 640.00| 6.00000 480.00| REINFORCING MESH | | | 0140 623003-001 130.000 EA | 35.00000 4550.00| 20.00000 2600.00| HOOK EXPANSION ANCHOR BOLT | | | SECTION TOTALS | $ 60,752.00| $ 83,304.50| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0145 636005-001 1.000 LS | 53000.00000 53000.00| 33000.00000 33000.00| TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0150 636009-001 3600.000 LF | 1.15000 4140.00| 1.25000 4500.00| TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0155 636011-001 7027.000 UN | 1.00000 7027.00| 1.15000 8081.05| TRAFFIC CONTROL DEVICE | | | 0160 636012-010 1.000 EA | 200.00000 200.00| 375.00000 375.00| PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0165 636013-001 25.000 EA | 5.00000 125.00| 5.00000 125.00| INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0170 636014-001 500.000 HR | 35.00000 17500.00| 39.00000 19500.00| FLAGGER | | | 0175 636017-001 50.000 LF | 35.00000 1750.00| 24.00000 1200.00| TEMPORARY CONCRETE BARRIER | | | 0180 636019-001 693.750 LF | 11.00000 7631.25| 11.00000 7631.25| TEMPORARY GUARDRAIL BARRIER | | | 0185 636025-001 2500.000 DA | 1.35000 3375.00| 1.70000 4250.00| WARNING LIGHTS, TYPE TYPE B | | | 0190 639001-001 LUMP| 3500.00000 3500.00| 7200.00000 7200.00| CONSTRUCTION LAYOUT STAKE | | | 0195 640001-001 9.000 MO | 800.00000 7200.00| 1300.00000 11700.00| STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0200 640003-001 LUMP| 1000.00000 1000.00| 1600.00000 1600.00| BUILDING EQUIPMENT | | | 0205 642014-001 LUMP| 1500.00000 1500.00| 4500.00000 4500.00| TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 018 -13 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 9905401 COUNTIES : WETZEL LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(7) 34-1421920 |(8) 55-0491480 | |OHIO-WEST VIRGINIA EXCAVATIN|LANG BROTHERS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0210 661001-002 5.250 SF | 30.00000 157.50| 18.75000 98.44| 0.100 IN FLAT SHEET SIGN | | | 0215 663001-004 1200.000 LF | 1.10000 1320.00| 0.20000 240.00| EDGE LINE, TYPE II TYPE II | | | 0220 663002-005 1200.000 LF | 1.10000 1320.00| 0.20000 240.00| LANE LINE OR CENTERLINE, TYPE II TYPE II| | | 0225 663005-010 24.000 LF | 15.00000 360.00| 15.00000 360.00| STOP LINE, TYPE V TYPE V | | | 0230 401001-001 AA1 655.000 TN | 48.00000 31440.00| 55.00000 36025.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE TYPE I | | | 0235 401001-002 AA2 589.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE TYPE I | | | 0240 401002-001 BB1 80.000 TN | 90.00000 7200.00| 98.00000 7840.00| MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE TYPE III | | | 0245 401002-002 BB2 72.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE | | | SECTION TOTALS | $ 149,745.75| $ 148,465.74| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 647,744.63| $ 659,532.24| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 019 -1 VENDOR RANKING CALL ORDER : 019 CONTRACT ID : 0125344 COUNTIES : HANCOCK LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : WEIRTON STEEL O/P BRIDGE #2542.1 PROJECT(S) : E315-0002/00-001.11 00 LOCATION: BEGIN:WV RTE 2 @ MP 1.15 END:WV RTE 2 @ MP 1.41 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 25-1696132 BRAYMAN CONSTRUCTION CORPORATION $ 140,000.00 100.0000% 2 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 156,632.99 111.8807% 3 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 158,522.00 113.2300% 4 25-1100215 MOSITES CONSTRUCTION COMPANY $ 207,633.00 148.3092% 5 31-1316393 AHERN & ASSOCIATES $ 225,000.00 160.7142% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 019 -2 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 0125344 COUNTIES : HANCOCK LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 25-1696132 |(2) 55-0487806 |(3) 62-1345425 |BRAYMAN CONSTRUCTION CORPORA|ORDERS CONSTRUCTION COMPANY,|BILCO CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPAIR | | | 0005 203001-000 LUMP| 25000.00000 25000.00| 25100.00000 25100.00| 57300.00000 57300.00 DISMANTLING STRUCTURE | | | 0010 204001-000 LUMP| 18000.00000 18000.00| 13800.00000 13800.00| 10000.41000 10000.41 MOBILIZATION | | | 0015 601003-001 33.000 CY | 850.00000 28050.00| 1300.00000 42900.00| 900.00000 29700.00 CLASS K CONCRETE | | | 0020 602002-001 5650.000 LB | 0.50000 2825.00| 1.80000 10170.00| 1.00000 5650.00 EPOXY COATED REINFORCING STEEL BAR | | | 0025 615004-001 17000.000 LB | 1.00000 17000.00| 2.00000 34000.00| 1.00000 17000.00 FABRICATED STRUCTURAL STEEL | | | 0030 636007-001 736.000 LF | 1.00000 736.00| 0.59000 434.24| 1.00000 736.00 ERADICATION OF PAVEMENT MARKING | | | 0035 636009-001 2745.000 LF | 1.00000 2745.00| 1.30000 3568.50| 1.20000 3294.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0040 636011-001 8717.000 UN | 1.00000 8717.00| 0.75000 6537.75| 0.80000 6973.60 TRAFFIC CONTROL DEVICE | | | 0045 636012-010 1.000 EA | 450.00000 450.00| 280.00000 280.00| 1.00000 1.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0050 636013-001 97.000 EA | 4.00000 388.00| 2.80000 271.60| 0.01000 0.97 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0055 636014-001 160.000 HR | 51.00000 8160.00| 1.00000 160.00| 30.00000 4800.00 FLAGGER | | | 0060 636017-001 264.000 LF | 30.00000 7920.00| 13.00000 3432.00| 30.00000 7920.00 TEMPORARY CONCRETE BARRIER | | | 0065 636021-001 93.000 DA | 20.00000 1860.00| 22.00000 2046.00| 0.01000 0.93 ELECTRIC ARROW | | | 0070 636025-001 372.000 DA | 0.75000 279.00| 0.67000 249.24| 0.01000 3.72 WARNING LIGHTS, TYPE TYPE A | | | 0075 636025-001 744.000 DA | 2.00000 1488.00| 0.54000 401.76| 0.01000 7.44 WARNING LIGHTS, TYPE TYPE B | | | 0080 636025-001 93.000 DA | 1.00000 93.00| 0.89000 82.77| 0.01000 0.93 WARNING LIGHTS, TYPE TYPE C | | | 0085 663001-004 2850.000 LF | 1.00000 2850.00| 0.56000 1596.00| 0.60000 1710.00 EDGE LINE, TYPE II TYPE II, WHITE | | | 0090 663002-004 713.000 MI | 1.00000 713.00| 0.01000 7.13| 1.00000 713.00 LANE LINE OR CENTERLINE, TYPE II TYPE | | | II, WHITE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 019 -3 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 0125344 COUNTIES : HANCOCK LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 25-1696132 |(2) 55-0487806 |(3) 62-1345425 |BRAYMAN CONSTRUCTION CORPORA|ORDERS CONSTRUCTION COMPANY,|BILCO CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 663003-005 2850.000 LF | 1.00000 2850.00| 0.56000 1596.00| 0.60000 1710.00 BARRIER LINE, TYPE II TYPE II, YELLOW | | | 0100 664001-008 2.000 EA | 4938.00000 9876.00| 5000.00000 10000.00| 5500.00000 11000.00 IMPACT ATTENUATING DEVICE, TYPE IV TYPE | | | IV | | | SECTION TOTALS | $ 140,000.00| $ 156,632.99| $ 158,522.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 140,000.00| $ 156,632.99| $ 158,522.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 019 -4 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 0125344 COUNTIES : HANCOCK LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 25-1100215 |(5) 31-1316393 | |MOSITES CONSTRUCTION COMPANY|AHERN & ASSOCIATES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPAIR | | | 0005 203001-000 LUMP| 50000.00000 50000.00| 76357.76000 76357.76| DISMANTLING STRUCTURE | | | 0010 204001-000 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| MOBILIZATION | | | 0015 601003-001 33.000 CY | 2075.00000 68475.00| 1200.00000 39600.00| CLASS K CONCRETE | | | 0020 602002-001 5650.000 LB | 1.00000 5650.00| 1.20000 6780.00| EPOXY COATED REINFORCING STEEL BAR | | | 0025 615004-001 17000.000 LB | 2.00000 34000.00| 3.20000 54400.00| FABRICATED STRUCTURAL STEEL | | | 0030 636007-001 736.000 LF | 1.00000 736.00| 0.50000 368.00| ERADICATION OF PAVEMENT MARKING | | | 0035 636009-001 2745.000 LF | 1.00000 2745.00| 1.10000 3019.50| TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0040 636011-001 8717.000 UN | 1.00000 8717.00| 0.67000 5840.39| TRAFFIC CONTROL DEVICE | | | 0045 636012-010 1.000 EA | 400.00000 400.00| 250.00000 250.00| PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0050 636013-001 97.000 EA | 3.00000 291.00| 2.50000 242.50| INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0055 636014-001 160.000 HR | 30.00000 4800.00| 42.00000 6720.00| FLAGGER | | | 0060 636017-001 264.000 LF | 20.00000 5280.00| 25.00000 6600.00| TEMPORARY CONCRETE BARRIER | | | 0065 636021-001 93.000 DA | 15.00000 1395.00| 20.00000 1860.00| ELECTRIC ARROW | | | 0070 636025-001 372.000 DA | 1.00000 372.00| 0.60000 223.20| WARNING LIGHTS, TYPE TYPE A | | | 0075 636025-001 744.000 DA | 1.50000 1116.00| 0.48000 357.12| WARNING LIGHTS, TYPE TYPE B | | | 0080 636025-001 93.000 DA | 1.00000 93.00| 0.80000 74.40| WARNING LIGHTS, TYPE TYPE C | | | 0085 663001-004 2850.000 LF | 0.50000 1425.00| 1.00000 2850.00| EDGE LINE, TYPE II TYPE II, WHITE | | | 0090 663002-004 713.000 MI | 1.00000 713.00| 0.01000 7.13| LANE LINE OR CENTERLINE, TYPE II TYPE | | | II, WHITE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/01/02 PAGE : 019 -5 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 0125344 COUNTIES : HANCOCK LETTING DATE : 02/05/02 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 25-1100215 |(5) 31-1316393 | |MOSITES CONSTRUCTION COMPANY|AHERN & ASSOCIATES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 663003-005 2850.000 LF | 0.50000 1425.00| 1.00000 2850.00| BARRIER LINE, TYPE II TYPE II, YELLOW | | | 0100 664001-008 2.000 EA | 5000.00000 10000.00| 3300.00000 6600.00| IMPACT ATTENUATING DEVICE, TYPE IV TYPE | | | IV | | | SECTION TOTALS | $ 207,633.00| $ 225,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 207,633.00| $ 225,000.00| ====================================================================================================================================