1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 9920008 COUNTIES : BARBOUR LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 07 CONTRACT DESCRIPTION : PHILIPPI BRIDGE BYPASS PROJECT(S) : U301-0250/00-016.58 00 LOCATION: 0.11 MI S PHILIPPI BRIDGE - US 250 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 9,127,449.09 100.0000% 2 25-1493101 UPON THIS ROCK CONSTRUCTION, INC. $ 9,211,002.71 100.9154% 3 55-0609442 MEC CONSTRUCTION, INC. $ 9,548,752.33 104.6157% 4 25-1355037 DICK CORPORATION $ 9,743,763.85 106.7523% 5 25-1021993 TRUMBULL CORPORATION $ 9,913,761.94 108.6148% 6 34-0420560 NATIONAL ENGINEERING & CONTRACTING COMPANY $ 10,217,930.35 111.9472% 7 52-1038868 CORMAN CONSTRUCTION, INC. $ 10,386,198.50 113.7908% 8 34-4272670 S. E. JOHNSON COMPANIES, INC. & SUBSIDIARIES $ 10,487,652.85 114.9023% 9 39-0884623 EDWARD KRAEMER & SONS, INC. $ 10,636,452.92 116.5325% 10 31-1316393 AHERN & ASSOCIATES, INC. $ 10,651,000.00 116.6919% 11 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 12,280,650.00 134.5463% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9920008 COUNTIES : BARBOUR LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 |(2) 25-1493101 |(3) 55-0609442 |ORDERS CONSTRUCTION COMPANY,|UPON THIS ROCK CONSTRUCTION,|MEC CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201-01 1.000 LS | 155000.00000 155000.00| 572194.10000 572194.10| 420000.00000 420000.00 CLEARING AND GRUBBING | | | 0010 202-01(03) 1.000 LS | 1.00000 1.00| 1.00000 1.00| 3000.00000 3000.00 BUILDING DEMOLITION | | | 0012 202-01(08) 1.000 LS | 1.00000 1.00| 1.00000 1.00| 3000.00000 3000.00 BUILDING DEMOLITION | | | 0015 202-01(10) 1.000 LS | 1.00000 1.00| 1.00000 1.00| 3000.00000 3000.00 BUILDING DEMOLITION | | | 0020 202-01(14) 1.000 LS | 1.00000 1.00| 1.00000 1.00| 3000.00000 3000.00 BUILDING DEMOLITION | | | 0025 202-01(17) 1.000 LS | 1.00000 1.00| 1.00000 1.00| 3000.00000 3000.00 BUILDING DEMOLITION | | | 0030 202-01(18) 1.000 LS | 1.00000 1.00| 1.00000 1.00| 3000.00000 3000.00 BUILDING DEMOLITION | | | 0035 202-01(22) 1.000 LS | 1.00000 1.00| 1.00000 1.00| 5000.00000 5000.00 BUILDING DEMOLITION | | | 0040 204-01 LUMP| 250000.00000 250000.00| 250250.00000 250250.00| 120000.00000 120000.00 MOBILIZATION | | | 0045 207-01 293000.000 CY | 4.93000 1444490.00| 4.25000 1245250.00| 5.85000 1714050.00 UNCLASSIFIED EXCAVATION | | | 0050 207-02 3361.000 CY | 27.80000 93435.80| 25.00000 84025.00| 45.00000 151245.00 SUBGRADE | | | 0055 207-34 22399.000 SY | 0.89000 19935.11| 1.25000 27998.75| 0.85000 19039.15 FABRIC FOR SEPARATION | | | 0060 211-02 13277.000 CY | 10.00000 132770.00| 20.00000 265540.00| 10.60000 140736.20 ROCK BORROW EXCAVATION | | | 0061 212-05 590.000 CY | 92.00000 54280.00| 37.00000 21830.00| 52.00000 30680.00 SELECT MATERIAL FOR BACKFILLING | | | 0065 307-01 365.000 CY | 35.20000 12848.00| 45.00000 16425.00| 32.00000 11680.00 CLASS 1 AGGREGATE BASE COURSE | | | 0070 308-01 2290.000 TN | 21.65000 49578.50| 20.00000 45800.00| 17.80000 40762.00 CLASS 1 AGGREGATE BASE COURSE | | | 0075 311-06 2120.000 CY | 41.00000 86920.00| 46.20000 97944.00| 58.00000 122960.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0080 408-02 100.000 GA | 1.00000 100.00| 5.00000 500.00| 1.00000 100.00 BITUMINOUS MATERIAL | | | 0085 409-02 435.000 GA | 1.00000 435.00| 2.00000 870.00| 1.00000 435.00 BITUMINOUS MATERIAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9920008 COUNTIES : BARBOUR LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 |(2) 25-1493101 |(3) 55-0609442 |ORDERS CONSTRUCTION COMPANY,|UPON THIS ROCK CONSTRUCTION,|MEC CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 415-05 188.000 SY | 17.15000 3224.20| 12.00000 2256.00| 9.50000 1786.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0100 502-01(12I) 198.000 SY | 185.00000 36630.00| 130.00000 25740.00| 128.00000 25344.00 PORTLAND CEMENT CONCRETE APPROACH SLAB | | | 0101 501-10 2.000 EA | 560.00000 1120.00| 2750.00000 5500.00| 3000.00000 6000.00 BRIDGE APPROACH EXPANSION JOINT | | | 0102 601-02 24.300 CY | 1230.00000 29889.00| 1370.00000 33291.00| 1000.00000 24300.00 CLASS B CONCRETE | | | 0103 60429(22X13A7 48.000 LF | 50.00000 2400.00| 60.00000 2880.00| 55.00000 2640.00 CORRUGATED ALUMINUM ALLOY PIPE ARCH | | | 0104 604-32(22X13) 4.000 EA | 373.00000 1492.00| 215.00000 860.00| 225.00000 900.00 END SECTION FOR CORRUGATED ALUMINUM | | | ALLOY PIPE ARCH | | | 0105 604-37(18)III 403.000 LF | 45.00000 18135.00| 35.00000 14105.00| 63.00000 25389.00 REINFORCED CONCRETE PIPE | | | 0106 604-37(24)III 854.000 LF | 42.00000 35868.00| 42.00000 35868.00| 85.00000 72590.00 REINFORCED CONCRETE PIPE | | | 0107 604-37(36)III 160.000 LF | 78.00000 12480.00| 72.00000 11520.00| 95.00000 15200.00 REINFORCED CONCRETE PIPE | | | 0108 604-37(42)III 124.000 LF | 100.00000 12400.00| 93.00000 11532.00| 125.00000 15500.00 REINFORCED CONCRETE PIPE | | | 0109 604-38(18) 1.000 EA | 2100.00000 2100.00| 550.00000 550.00| 458.00000 458.00 REINFORCED CONCRETE END SECTION FOR | | | ROUND CONCRETE PIPE | | | 0110 605-01 6.000 EA | 2270.00000 13620.00| 1930.00000 11580.00| 1900.00000 11400.00 TYPE A MANHOLE | | | 0115 605-07 12.000 EA | 5200.00000 62400.00| 1025.00000 12300.00| 3000.00000 36000.00 TYPE E INLET | | | 0120 605-09 8.000 EA | 1800.00000 14400.00| 1115.00000 8920.00| 2000.00000 16000.00 TYPE G INLET | | | 0125 605-10 1.000 EA | 3000.00000 3000.00| 1950.00000 1950.00| 1800.00000 1800.00 TYPE H INLET | | | 0126 606-25(6) 320.000 LF | 16.25000 5200.00| 10.00000 3200.00| 9.55000 3056.00 UNDERDRAIN PIPE | | | 0130 606-29 6337.000 LF | 6.00000 38022.00| 7.30000 46260.10| 7.00000 44359.00 FREE DRAINING BASE (FDB) TRENCH | | | 0135 606-30 1181.000 LF | 23.00000 27163.00| 7.65000 9034.65| 15.00000 17715.00 OUTLET PIPE | | | 0140 607-01(I) 4367.000 LF | 9.00000 39303.00| 9.40000 41049.80| 9.00000 39303.00 TYPE 1 GUARDRAIL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9920008 COUNTIES : BARBOUR LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 |(2) 25-1493101 |(3) 55-0609442 |ORDERS CONSTRUCTION COMPANY,|UPON THIS ROCK CONSTRUCTION,|MEC CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0145 607-09-1 51.000 LF | 3.00000 153.00| 4.00000 204.00| 3.00000 153.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0150 607-65 4.000 EA | 1350.00000 5400.00| 1275.00000 5100.00| 1380.00000 5520.00 FLARED END TERMINAL | | | 0155 607-06 4.000 EA | 700.00000 2800.00| 750.00000 3000.00| 690.00000 2760.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0160 609-01 450.000 SY | 55.00000 24750.00| 40.00000 18000.00| 38.00000 17100.00 CONCRETE SIDEWALK | | | 0165 609-02 75.000 CY | 60.00000 4500.00| 40.00000 3000.00| 45.00000 3375.00 BED COURSE MATERIAL | | | 0170 610-01(I) 1421.000 LF | 32.00000 45472.00| 16.00000 22736.00| 23.00000 32683.00 PLAIN CONCRETE CURBING | | | 0175 610-03(I) 360.000 LF | 40.00000 14400.00| 33.00000 11880.00| 25.00000 9000.00 COMBINATION CONCRETE CURB AND GUTTER | | | 0180 610-05(I) 80.000 LF | 21.00000 1680.00| 20.00000 1600.00| 40.00000 3200.00 BITUMINOUS CURBING | | | 0200 633-03 14.200 CY | 160.00000 2272.00| 85.00000 1207.00| 34.00000 482.80 DUMPED ROCK GUTTER | | | 0205 636-07 14400.000 LF | 0.51000 7344.00| 0.50000 7200.00| 0.48000 6912.00 ERADICATION OF PAVEMENT MARKINGS | | | 0210 636-08 10000.000 LF | 0.15000 1500.00| 0.15000 1500.00| 0.16000 1600.00 TEMPORARY PAVEMENT MARKINGS-PAINT 4IN | | | SOLID LINE | | | 0215 636-09 30000.000 LF | 0.01000 300.00| 1.00000 30000.00| 1.05000 31500.00 TEMPORARY PAVEMENT MARKINGS-TAPE 4 IN | | | SOLID LINE | | | 0220 636-11 21345.000 UN | 1.00000 21345.00| 0.90000 19210.50| 0.95000 20277.75 TRAFFIC CONTROL DEVICES | | | 0225 636-12 3.000 EA | 300.00000 900.00| 300.00000 900.00| 106.00000 318.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICES | | | 0230 636-13 200.000 EA | 3.00000 600.00| 3.00000 600.00| 2.10000 420.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICES | | | 0235 636-14 1200.000 HR | 37.00000 44400.00| 35.00000 42000.00| 36.00000 43200.00 FLAGGER | | | 0240 636-17 992.000 LF | 21.60000 21427.20| 20.00000 19840.00| 21.00000 20832.00 TEMPORARY CONCRETE BARRIERS | | | 0245 636-19 250.000 LF | 9.25000 2312.50| 12.00000 3000.00| 9.55000 2387.50 TEMPORARY GUARDRAIL BARRIER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9920008 COUNTIES : BARBOUR LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 |(2) 25-1493101 |(3) 55-0609442 |ORDERS CONSTRUCTION COMPANY,|UPON THIS ROCK CONSTRUCTION,|MEC CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0250 636-24 125.000 LF | 22.00000 2750.00| 80.00000 10000.00| 70.00000 8750.00 TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0255 636-25(A) 3000.000 DA | 0.51000 1530.00| 0.50000 1500.00| 0.32000 960.00 WARNING LIGHTS | | | 0260 636-25(B) 6000.000 DA | 1.70000 10200.00| 1.65000 9900.00| 1.60000 9600.00 WARNING LIGHTS | | | 0265 636-25(C) 3000.000 DA | 0.51000 1530.00| 0.50000 1500.00| 0.45000 1350.00 WARNING LIGHTS | | | 0275 637-01 445.000 MG | 50.00000 22250.00| 15.00000 6675.00| 10.00000 4450.00 WATER FOR DUST PALLIATIVE | | | 0280 638-02 93.000 EA | 100.00000 9300.00| 75.00000 6975.00| 50.00000 4650.00 RIGHT OF WAY MARKERS | | | 0285 639-01 LUMP| 31000.00000 31000.00| 92250.00000 92250.00| 75000.00000 75000.00 CONSTRUCTION LAYOUT STAKES | | | 0290 640-01 LUMP| 10000.00000 10000.00| 7250.00000 7250.00| 10000.00000 10000.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0295 640-03 LUMP| 1100.00000 1100.00| 5250.00000 5250.00| 3000.00000 3000.00 BUILDING EQUIPMENT | | | 0300 642-01 6240.000 LF | 0.42000 2620.80| 2.00000 12480.00| 1.80000 11232.00 TEMPORARY BERMS | | | 0305 642-02 1438.000 LF | 2.70000 3882.60| 5.00000 7190.00| 11.00000 15818.00 SLOPE DRAINS | | | 0310 642-03-1 27.000 EA | 42.00000 1134.00| 100.00000 2700.00| 150.00000 4050.00 DITCH CHECKS | | | 0315 642-03-2 33.000 EA | 55.00000 1815.00| 125.00000 4125.00| 250.00000 8250.00 CHECK DAMS | | | 0320 642-03-3 301.000 CY | 8.00000 2408.00| 5.00000 1505.00| 4.00000 1204.00 SEDIMENT TRAP | | | 0325 642-03-6 151.000 CY | 8.00000 1208.00| 5.00000 755.00| 7.50000 1132.50 SEDIMENT REMOVAL | | | 0330 642-04-1 70.000 LB | 1.75000 122.50| 2.00000 140.00| 1.81000 126.70 TEMPORARY SEED | | | 0335 642-04-3 955.000 LB | 3.30000 3151.50| 3.25000 3103.75| 3.40000 3247.00 SEED MIXTURE D | | | 0340 642-05-1 12.600 TN | 660.00000 8316.00| 560.00000 7056.00| 680.00000 8568.00 STRAW OR HAY MULCH | | | 0345 642-05-2 6.900 TN | 660.00000 4554.00| 1225.00000 8452.50| 680.00000 4692.00 WOOD CELLULOSE FIBER MULCH | | | 0350 642-06 6.200 TN | 780.00000 4836.00| 490.00000 3038.00| 807.00000 5003.40 FERTILIZER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9920008 COUNTIES : BARBOUR LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 |(2) 25-1493101 |(3) 55-0609442 |ORDERS CONSTRUCTION COMPANY,|UPON THIS ROCK CONSTRUCTION,|MEC CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0355 642-11 1653.000 EA | 11.50000 19009.50| 2.50000 4132.50| 6.00000 9918.00 HAY OR STRAW BALES | | | 0360 642-12 4954.000 LF | 4.85000 24026.90| 1.00000 4954.00| 2.00000 9908.00 SILT FENCE | | | 0365 652-01 23.200 TN | 62.00000 1438.40| 2.00000 46.40| 63.00000 1461.60 AGRICULTURAL LIMESTONE | | | 0370 652-02-1 7.700 TN | 780.00000 6006.00| 780.00000 6006.00| 807.00000 6213.90 FERTILIZER, 10-20-10 | | | 0375 652-02-2 2.400 TN | 1000.00000 2400.00| 1150.00000 2760.00| 995.00000 2388.00 UREA FORMALDEHYDE FERTILIZER | | | 0380 652-03-1 108.000 LB | 2.50000 270.00| 4.50000 486.00| 2.60000 280.80 SEED MIXTURES B, C-1 OR C-2 | | | 0385 652-03-2 955.000 LB | 1.75000 1671.25| 7.30000 6971.50| 1.80000 1719.00 SEED MIXTURES D | | | 0390 652-04-1 12.600 TN | 660.00000 8316.00| 520.00000 6552.00| 680.00000 8568.00 STRAW OR HAY MULCH | | | 0395 652-04-2 6.900 TN | 660.00000 4554.00| 1020.00000 7038.00| 680.00000 4692.00 WOOD CELLULOSE FIBER MULCH | | | 0400 655-01 1035.000 SY | 1.60000 1656.00| 1.35000 1397.25| 1.65000 1707.75 MATTING | | | 0405 657-06(S4X7.7 122.000 LF | 19.80000 2415.60| 19.25000 2348.50| 20.25000 2470.50 A-441SUPPORTS, GALVANIZED | | | 0410 657-08 602.000 LF | 5.15000 3100.30| 4.00000 2408.00| 5.25000 3160.50 (2.00LB) CHANNEL POSTS | | | 0415 657-10 631.000 LF | 7.20000 4543.20| 5.25000 3312.75| 7.40000 4669.40 (3.00LB) CHANNEL POSTS | | | 0420 657-17 2.400 CY | 670.00000 1608.00| 1240.00000 2976.00| 690.00000 1656.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0425 657-18 10.000 EA | 26.00000 260.00| 40.00000 400.00| 26.00000 260.00 POST REMOVAL | | | 0430 661-01(1) 514.000 SF | 21.70000 11153.80| 16.00000 8224.00| 22.00000 11308.00 (0.080),FLAT SHEET SIGNS | | | 0435 661-04(1) 78.000 EA | 4.60000 358.80| 3.00000 234.00| 4.80000 374.40 DELINEATORS, REFLEX REFLECTOR ,WHITE | | | SINGLE | | | 0440 661-08 6.000 EA | 62.00000 372.00| 70.00000 420.00| 64.00000 384.00 DELINEATOR BRACKET, TYPE A | | | 0445 662-02(1) 1.000 LS | 28250.00000 28250.00| 41125.00000 41125.00| 31200.00000 31200.00 GALVANIZED STEEL CONDUIT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9920008 COUNTIES : BARBOUR LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 |(2) 25-1493101 |(3) 55-0609442 |ORDERS CONSTRUCTION COMPANY,|UPON THIS ROCK CONSTRUCTION,|MEC CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 662-02(2) 1.000 LS | 38500.00000 38500.00| 28275.00000 28275.00| 41975.00000 41975.00 GALVANIZED STEEL CONDUIT | | | 0455 662-06(A) 9.000 EA | 925.00000 8325.00| 845.00000 7605.00| 955.00000 8595.00 JUNCTION BOX | | | 0460 662-06(H18X18 19.000 EA | 1130.00000 21470.00| 1185.00000 22515.00| 1165.00000 22135.00 JUNCTION BOX | | | 0465 662-07(250) 25.000 EA | 310.00000 7750.00| 395.00000 9875.00| 319.00000 7975.00 LUMINAIRES | | | 0470 662-08(1) 1.000 LS | 7700.00000 7700.00| 21485.00000 21485.00| 7970.00000 7970.00 CABLE | | | 0475 662-08(2) 1.000 LS | 9800.00000 9800.00| 11775.00000 11775.00| 7970.00000 7970.00 CABLE | | | 0480 662-10(40-10I 2.000 EA | 2400.00000 4800.00| 2490.00000 4980.00| 2470.00000 4940.00 LIGHTING SUPPORT, TYPE I | | | 0485 662-10(40-12I 23.000 EA | 2400.00000 55200.00| 2490.00000 57270.00| 2498.00000 57454.00 LIGHTING SUPPORT, TYPE I | | | 0490 662-13(1) 1.000 LS | 4650.00000 4650.00| 6535.00000 6535.00| 4780.00000 4780.00 SERVICE AND CONTROL STATION | | | 0495 662-13(2) 1.000 LS | 4650.00000 4650.00| 6535.00000 6535.00| 4780.00000 4780.00 SERVICE AND CONTROL STATION | | | 0500 662-14 LUMP| 2825.00000 2825.00| 100.00000 100.00| 8240.00000 8240.00 INCIDENTAL ELECTRICAL WORK | | | 0505 662-15(1) 1.000 LS | 100.00000 100.00| 100.00000 100.00| 133.00000 133.00 ELECTRICAL TESTS | | | 0510 662-15(2) 1.000 LS | 100.00000 100.00| 100.00000 100.00| 133.00000 133.00 ELECTRICAL TESTS | | | 0515 663-01-1(II)W 11400.000 LF | 0.15000 1710.00| 0.15000 1710.00| 0.16000 1824.00 EDGE LINE, WHITE | | | 0520 663-02-1(II)W 1120.000 LF | 0.21000 235.20| 0.20000 224.00| 0.21000 235.20 LANE LINE OR CENTERLINE, WHITE | | | 0525 663-03-1(II) 13210.000 LF | 0.15000 1981.50| 0.15000 1981.50| 0.16000 2113.60 BARRIER LINES | | | 0530 663-04(II) 1975.000 LF | 0.26000 513.50| 0.25000 493.75| 0.27000 533.25 TYPE II CHANNELIZING LINES | | | 0535 663-05(V) 140.000 LF | 11.30000 1582.00| 11.00000 1540.00| 11.50000 1610.00 TYPE V, STOP LINES (24 IN) | | | 0540 663-06(II) 170.000 LF | 5.70000 969.00| 5.50000 935.00| 5.85000 994.50 TYPE II, CROSSWALK LINES | | | 0545 663-07(II)Y 300.000 LF | 5.70000 1710.00| 5.50000 1650.00| 5.85000 1755.00 TYPE II, STRIPE YELLOW (12 IN) | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9920008 COUNTIES : BARBOUR LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 |(2) 25-1493101 |(3) 55-0609442 |ORDERS CONSTRUCTION COMPANY,|UPON THIS ROCK CONSTRUCTION,|MEC CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0550 663-10(V) 25.000 EA | 180.00000 4500.00| 175.00000 4375.00| 185.00000 4625.00 TYPE V, LANE ARROWS | | | 0555 663-11(V) 32.000 EA | 70.00000 2240.00| 65.00000 2080.00| 69.00000 2208.00 TYPE V, LANE LETTERS | | | 0556 664-01(IV) 4.000 EA | 7200.00000 28800.00| 7000.00000 28000.00| 7400.00000 29600.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 0560 401-1(1)SG AA1 9229.000 TN | 35.50000 327629.50| 34.84000 321538.36| 31.00000 286099.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0565 401-1(1)S AA2 8460.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0570 402-01(1)SG AB1 1196.000 TN | 41.00000 49036.00| 41.00000 49036.00| 41.50000 49634.00 HMA SKID PVT, (W-1) ST OR GR | | | 0575 402-01(1)S AB2 1097.000 TN | | | HMA SKID PVT, (W-1) SLAG | | | 0580 604-02(18)A7 AD1 90.000 LF | 28.23000 2540.70| 40.00000 3600.00| 58.00000 5220.00 FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0585 604-25(18)A7 AD2 90.000 LF | | | CORRUGATED ALUMINUM ALLOY PIPE | | | 0590 604-02(18)A7 AE1 94.000 LF | 42.50000 3995.00| | 58.00000 5452.00 FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0595 604-25(18)A7 AE2 94.000 LF | | 40.00000 3760.00| CORRUGATED ALUMINUM ALLOY PIPE | | | 0600 604-37(18)III AE3 94.000 LF | | | REINFORCED CONCRETE PIPE | | | 0605 604-02(24)A7 AF1 85.000 LF | 36.70000 3119.50| 40.00000 3400.00| 63.50000 5397.50 FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0610 604-25(24)A7 AF2 85.000 LF | | | CORRUGATED ALUMINUM ALLOY PIPE | | | 0615 604-02(24)A7 AG1 489.000 LF | 37.90000 18533.10| 38.00000 18582.00| 63.50000 31051.50 FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0620 604-25(24)A7 AG2 489.000 LF | | | CORRUGATED ALUMINUM ALLOY PIPE | | | 0625 604-37(24)III AG3 489.000 LF | | | REINFORCED CONCRETE PIPE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9920008 COUNTIES : BARBOUR LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 |(2) 25-1493101 |(3) 55-0609442 |ORDERS CONSTRUCTION COMPANY,|UPON THIS ROCK CONSTRUCTION,|MEC CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 3,720,284.46| $ 4,011,700.66| $ 4,245,004.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 COMPUTER SYSTEM | | | 0630 640-04 LUMP| 3000.00000 3000.00| 4250.00000 4250.00| 4750.00000 4750.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 3,000.00| $ 4,250.00| $ 4,750.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 BRIDGE #4988 | | | 0640 212-01 2683.000 CY | 47.00000 126101.00| 17.00000 45611.00| 38.00000 101954.00 STRUCTURE EXCAVATION | | | 0645 212-02 795.000 CY | 20.00000 15900.00| 24.00000 19080.00| 40.00000 31800.00 WET EXCAVATION | | | 0650 212-04 3.000 EA | 93500.00000 280500.00| 1000.00000 3000.00| 32000.00000 96000.00 COFFERDAMS | | | 0660 218-04(12I) 679.000 SY | 12.10000 8215.90| 30.00000 20370.00| 29.00000 19691.00 CRUSHED ROCK SLOPE PROTECTION | | | 0665 601-02 3478.000 CY | 355.00000 1234690.00| 450.00000 1565100.00| 300.00000 1043400.00 CLASS B CONCRETE | | | 0670 601-03 1443.000 CY | 355.00000 512265.00| 380.00000 548340.00| 443.00000 639249.00 CLASS K CONCRETE | | | 0675 602-01 993057.000 LB | 0.56000 556111.92| 0.60000 595834.20| 0.60000 595834.20 REINFORCING STEEL BARS | | | 0680 602-02 432281.000 LB | 0.65000 280982.65| 0.65000 280982.65| 0.65000 280982.65 EPOXY COATED REINFORCING STEELBARS | | | 0685 603-18(84) 4454.500 LF | 233.50000 1040125.75| 190.00000 846355.00| 235.00000 1046807.50 PRESTRESSED CONCRETE I BEAMS, 84IN | | | 0686 608-01(4F) 265.500 LF | 78.00000 20709.00| 41.00000 10885.50| 60.00000 15930.00 RIGHT-OF-WAY FENCE, CHAIN LINK TYPE | | | 0687 617-03 1631.500 LF | 42.50000 69338.75| 31.00000 50576.50| 50.00000 81575.00 ALUMINUM RAILING | | | 0690 625-01(36) 1132.000 LF | 200.00000 226400.00| 215.00000 243380.00| 240.00000 271680.00 DRILLED CASSIONS 36 IN DIAMETER | | | 0695 625-03(36) 1389.000 LF | 200.00000 277800.00| 215.00000 298635.00| 248.00000 344472.00 ROCK SOCKET 36 IN FOUNDATION | | | 0700 639-01 LUMP| 47000.00000 47000.00| 37250.00000 37250.00| 21000.00000 21000.00 CONSTRUCTION LAYOUT STAKES | | | 0701 679-06 LUMP| 3750.00000 3750.00| 1000.00000 1000.00| 530.00000 530.00 TEST SLAB | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9920008 COUNTIES : BARBOUR LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 |(2) 25-1493101 |(3) 55-0609442 |ORDERS CONSTRUCTION COMPANY,|UPON THIS ROCK CONSTRUCTION,|MEC CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0702 679-02 BA1 244.000 CY | | | LATEX MODIFED PORTLAND CEMENT CONCRETE | | | OVERLAY BRIDGE DECK | | | 0703 679-04M BA2 244.000 CY | 685.00000 167140.00| 645.00000 157380.00| 690.00000 168360.00 MICROSILICA CONCRETE OVERLAY | | | SECTION TOTALS | $ 4,867,029.97| $ 4,723,779.85| $ 4,759,265.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 SANITARY SEWER RELOCATION | | | 0705 211-02 199.000 CY | 26.00000 5174.00| 25.00000 4975.00| 26.50000 5273.50 ROCK BORROW EXCAVATION | | | 0710 675-07(6) 321.000 LF | 41.00000 13161.00| 25.00000 8025.00| 27.50000 8827.50 PLASTIC SEWER PIPE | | | 0715 675-07(8) 330.000 LF | 43.00000 14190.00| 25.00000 8250.00| 36.00000 11880.00 PLASTIC SEWER PIPE | | | 0720 675-07(12) 4.000 LF | 62.00000 248.00| 240.00000 960.00| 44.50000 178.00 PLASTIC SEWER PIPE | | | 0725 675-07(15) 581.000 LF | 62.00000 36022.00| 34.00000 19754.00| 72.00000 41832.00 PLASTIC SEWER PIPE | | | 0730 675-08(6)I,51 66.000 LF | 66.00000 4356.00| 40.00000 2640.00| 32.00000 2112.00 DUCTILE IRON SEWER PIPE , TYPE I, CLASS | | | 51 | | | 0735 675-14 6.000 EA | 2260.00000 13560.00| 2345.00000 14070.00| 2340.00000 14040.00 MANHOLE COMPLETE, INCLUDING CASTINGS | | | 0740 675-15 2.000 EA | 5135.00000 10270.00| 2310.00000 4620.00| 2760.00000 5520.00 DROP MANHOLE COMPLETE, INCLUDING | | | CASTINGS | | | 0745 675-17 3.000 EA | 3595.00000 10785.00| 250.00000 750.00| 850.00000 2550.00 ABANDONING MANHOLE | | | 0750 675-21(12).25 69.000 LF | 123.00000 8487.00| 35.00000 2415.00| 191.00000 13179.00 STEEL CASING PIPE | | | 0755 675-21(16).25 60.000 LF | 154.00000 9240.00| 45.00000 2700.00| 200.00000 12000.00 STEEL CASING PIPE | | | 0760 675-21(24).38 273.000 LF | 205.00000 55965.00| 62.00000 16926.00| 310.00000 84630.00 STEEL CASING PIPE | | | 0765 675-27 1.000 EA | 2050.00000 2050.00| 550.00000 550.00| 530.00000 530.00 MANHOLE REMOVAL | | | 0770 675-29-1 1.000 EA | 1850.00000 1850.00| 525.00000 525.00| 320.00000 320.00 CLEANOUT | | | 0775 639-01 LUMP| 4100.00000 4100.00| 1500.00000 1500.00| 2125.00000 2125.00 CONSTRUCTION LAYOUT STAKES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9920008 COUNTIES : BARBOUR LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 |(2) 25-1493101 |(3) 55-0609442 |ORDERS CONSTRUCTION COMPANY,|UPON THIS ROCK CONSTRUCTION,|MEC CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 189,458.00| $ 88,660.00| $ 204,997.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 RETAINING WALL @ STA.59+41 | | | 0780 601-02 45.000 CY | 280.00000 12600.00| 200.00000 9000.00| 155.00000 6975.00 CLASS B CONCRETE | | | 0785 614-1(W10X42) 197.680 LF | 60.00000 11860.80| 75.00000 14826.00| 58.00000 11465.44 STEEL PILES | | | 0790 614-1(W12X85) 347.190 LF | 74.00000 25692.06| 110.00000 38190.90| 70.00000 24303.30 STEEL PILES | | | 0795 614-1(W8X21) 190.000 LF | 44.00000 8360.00| 35.00000 6650.00| 21.25000 4037.50 STEEL PILES | | | 0800 614-3 1693.000 SF | 21.55000 36484.15| 10.00000 16930.00| 12.40000 20993.20 CONCRETE LAGGING | | | 0805 639-01 LUMP| 1500.00000 1500.00| 2250.00000 2250.00| 800.00000 800.00 CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ 96,497.01| $ 87,846.90| $ 68,574.44 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 BOX CULVERT @ U.S. RTE. 119 | | | 0810 212-01 58.000 CY | 90.00000 5220.00| 45.00000 2610.00| 8.70000 504.60 STRUCTURE EXCAVATION | | | 0815 60474229810Q9 22.500 LF | 1910.00000 42975.00| 2425.00000 54562.50| 2300.00000 51750.00 ALUMINUM BOX CULVERT, 22FT-9IN X | | | 8FT-10IN, Q9 | | | 0820 639-01 LUMP| 200.00000 200.00| 1050.00000 1050.00| 800.00000 800.00 CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ 48,395.00| $ 58,222.50| $ 53,054.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 CHESTNUT ST. DOUBLE BOX CULVERT BRIDGE #4999 | | | 0825 212-01 149.000 CY | 100.00000 14900.00| 35.00000 5215.00| 22.00000 3278.00 STRUCTURE EXCAVATION | | | 0830 218-04(12I) 240.000 SY | 12.00000 2880.00| 30.00000 7200.00| 29.00000 6960.00 CRUSHED ROCK SLOPE PROTECTION | | | 0835 601-02 302.000 CY | 500.00000 151000.00| 625.00000 188750.00| 560.00000 169120.00 CLASS B CONCRETE | | | 0840 602-01 56463.000 LB | 0.55000 31054.65| 0.60000 33877.80| 0.58000 32748.54 REINFORCING STEEL BARS | | | 0845 639-01 LUMP| 2950.00000 2950.00| 1500.00000 1500.00| 1000.00000 1000.00 CONSTRUCTION LAYOUT STAKES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 001 -12 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9920008 COUNTIES : BARBOUR LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 |(2) 25-1493101 |(3) 55-0609442 |ORDERS CONSTRUCTION COMPANY,|UPON THIS ROCK CONSTRUCTION,|MEC CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 202,784.65| $ 236,542.80| $ 213,106.54 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 9,127,449.09| $ 9,211,002.71| $ 9,548,752.33 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 001 -13 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9920008 COUNTIES : BARBOUR LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(4) 25-1355037 |(5) 25-1021993 |(6) 34-0420560 |DICK CORPORATION |TRUMBULL CORPORATION |NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201-01 1.000 LS | 100000.00000 100000.00| 290000.00000 290000.00| 310000.00000 310000.00 CLEARING AND GRUBBING | | | 0010 202-01(03) 1.000 LS | 1000.00000 1000.00| 1000.00000 1000.00| 1500.00000 1500.00 BUILDING DEMOLITION | | | 0012 202-01(08) 1.000 LS | 2000.00000 2000.00| 2000.00000 2000.00| 4500.00000 4500.00 BUILDING DEMOLITION | | | 0015 202-01(10) 1.000 LS | 3000.00000 3000.00| 3800.00000 3800.00| 4500.00000 4500.00 BUILDING DEMOLITION | | | 0020 202-01(14) 1.000 LS | 3000.00000 3000.00| 4500.00000 4500.00| 4500.00000 4500.00 BUILDING DEMOLITION | | | 0025 202-01(17) 1.000 LS | 3000.00000 3000.00| 4000.00000 4000.00| 5500.00000 5500.00 BUILDING DEMOLITION | | | 0030 202-01(18) 1.000 LS | 2000.00000 2000.00| 2500.00000 2500.00| 3500.00000 3500.00 BUILDING DEMOLITION | | | 0035 202-01(22) 1.000 LS | 3000.00000 3000.00| 4000.00000 4000.00| 4500.00000 4500.00 BUILDING DEMOLITION | | | 0040 204-01 LUMP| 215000.00000 215000.00| 280000.00000 280000.00| 305000.00000 305000.00 MOBILIZATION | | | 0045 207-01 293000.000 CY | 8.00000 2344000.00| 5.25000 1538250.00| 5.50000 1611500.00 UNCLASSIFIED EXCAVATION | | | 0050 207-02 3361.000 CY | 2.00000 6722.00| 46.00000 154606.00| 42.00000 141162.00 SUBGRADE | | | 0055 207-34 22399.000 SY | 2.00000 44798.00| 1.25000 27998.75| 1.00000 22399.00 FABRIC FOR SEPARATION | | | 0060 211-02 13277.000 CY | 3.00000 39831.00| 0.10000 1327.70| 10.00000 132770.00 ROCK BORROW EXCAVATION | | | 0061 212-05 590.000 CY | 150.00000 88500.00| 60.00000 35400.00| 50.00000 29500.00 SELECT MATERIAL FOR BACKFILLING | | | 0065 307-01 365.000 CY | 30.00000 10950.00| 50.00000 18250.00| 40.00000 14600.00 CLASS 1 AGGREGATE BASE COURSE | | | 0070 308-01 2290.000 TN | 15.00000 34350.00| 23.00000 52670.00| 25.00000 57250.00 CLASS 1 AGGREGATE BASE COURSE | | | 0075 311-06 2120.000 CY | 35.00000 74200.00| 55.50000 117660.00| 55.00000 116600.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0080 408-02 100.000 GA | 5.00000 500.00| 0.70000 70.00| 2.00000 200.00 BITUMINOUS MATERIAL | | | 0085 409-02 435.000 GA | 2.00000 870.00| 1.00000 435.00| 2.00000 870.00 BITUMINOUS MATERIAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 001 -14 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9920008 COUNTIES : BARBOUR LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(4) 25-1355037 |(5) 25-1021993 |(6) 34-0420560 |DICK CORPORATION |TRUMBULL CORPORATION |NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 415-05 188.000 SY | 20.00000 3760.00| 9.00000 1692.00| 5.00000 940.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0100 502-01(12I) 198.000 SY | 175.00000 34650.00| 160.00000 31680.00| 140.00000 27720.00 PORTLAND CEMENT CONCRETE APPROACH SLAB | | | 0101 501-10 2.000 EA | 2000.00000 4000.00| 1100.00000 2200.00| 1750.00000 3500.00 BRIDGE APPROACH EXPANSION JOINT | | | 0102 601-02 24.300 CY | 600.00000 14580.00| 775.00000 18832.50| 1300.00000 31590.00 CLASS B CONCRETE | | | 0103 60429(22X13A7 48.000 LF | 100.00000 4800.00| 50.00000 2400.00| 90.00000 4320.00 CORRUGATED ALUMINUM ALLOY PIPE ARCH | | | 0104 604-32(22X13) 4.000 EA | 1200.00000 4800.00| 310.00000 1240.00| 600.00000 2400.00 END SECTION FOR CORRUGATED ALUMINUM | | | ALLOY PIPE ARCH | | | 0105 604-37(18)III 403.000 LF | 60.00000 24180.00| 45.00000 18135.00| 60.00000 24180.00 REINFORCED CONCRETE PIPE | | | 0106 604-37(24)III 854.000 LF | 70.00000 59780.00| 48.00000 40992.00| 80.00000 68320.00 REINFORCED CONCRETE PIPE | | | 0107 604-37(36)III 160.000 LF | 90.00000 14400.00| 90.00000 14400.00| 90.00000 14400.00 REINFORCED CONCRETE PIPE | | | 0108 604-37(42)III 124.000 LF | 110.00000 13640.00| 95.00000 11780.00| 120.00000 14880.00 REINFORCED CONCRETE PIPE | | | 0109 604-38(18) 1.000 EA | 1200.00000 1200.00| 600.00000 600.00| 1400.00000 1400.00 REINFORCED CONCRETE END SECTION FOR | | | ROUND CONCRETE PIPE | | | 0110 605-01 6.000 EA | 2300.00000 13800.00| 2500.00000 15000.00| 1850.00000 11100.00 TYPE A MANHOLE | | | 0115 605-07 12.000 EA | 2300.00000 27600.00| 3800.00000 45600.00| 3000.00000 36000.00 TYPE E INLET | | | 0120 605-09 8.000 EA | 2000.00000 16000.00| 2000.00000 16000.00| 1950.00000 15600.00 TYPE G INLET | | | 0125 605-10 1.000 EA | 2000.00000 2000.00| 2000.00000 2000.00| 1800.00000 1800.00 TYPE H INLET | | | 0126 606-25(6) 320.000 LF | 10.00000 3200.00| 15.00000 4800.00| 8.00000 2560.00 UNDERDRAIN PIPE | | | 0130 606-29 6337.000 LF | 6.00000 38022.00| 8.00000 50696.00| 8.00000 50696.00 FREE DRAINING BASE (FDB) TRENCH | | | 0135 606-30 1181.000 LF | 15.00000 17715.00| 25.00000 29525.00| 9.00000 10629.00 OUTLET PIPE | | | 0140 607-01(I) 4367.000 LF | 12.00000 52404.00| 9.00000 39303.00| 8.75000 38211.25 TYPE 1 GUARDRAIL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 001 -15 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9920008 COUNTIES : BARBOUR LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(4) 25-1355037 |(5) 25-1021993 |(6) 34-0420560 |DICK CORPORATION |TRUMBULL CORPORATION |NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0145 607-09-1 51.000 LF | 14.00000 714.00| 2.80000 142.80| 2.75000 140.25 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0150 607-65 4.000 EA | 1500.00000 6000.00| 1300.00000 5200.00| 1300.00000 5200.00 FLARED END TERMINAL | | | 0155 607-06 4.000 EA | 1000.00000 4000.00| 650.00000 2600.00| 650.00000 2600.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0160 609-01 450.000 SY | 50.00000 22500.00| 35.00000 15750.00| 40.00000 18000.00 CONCRETE SIDEWALK | | | 0165 609-02 75.000 CY | 50.00000 3750.00| 70.00000 5250.00| 50.00000 3750.00 BED COURSE MATERIAL | | | 0170 610-01(I) 1421.000 LF | 20.00000 28420.00| 25.00000 35525.00| 25.00000 35525.00 PLAIN CONCRETE CURBING | | | 0175 610-03(I) 360.000 LF | 50.00000 18000.00| 35.00000 12600.00| 32.00000 11520.00 COMBINATION CONCRETE CURB AND GUTTER | | | 0180 610-05(I) 80.000 LF | 20.00000 1600.00| 6.00000 480.00| 12.00000 960.00 BITUMINOUS CURBING | | | 0200 633-03 14.200 CY | 12.00000 170.40| 80.00000 1136.00| 40.00000 568.00 DUMPED ROCK GUTTER | | | 0205 636-07 14400.000 LF | 1.00000 14400.00| 0.50000 7200.00| 0.45000 6480.00 ERADICATION OF PAVEMENT MARKINGS | | | 0210 636-08 10000.000 LF | 0.20000 2000.00| 0.15000 1500.00| 0.30000 3000.00 TEMPORARY PAVEMENT MARKINGS-PAINT 4IN | | | SOLID LINE | | | 0215 636-09 30000.000 LF | 1.00000 30000.00| 1.00000 30000.00| 0.95000 28500.00 TEMPORARY PAVEMENT MARKINGS-TAPE 4 IN | | | SOLID LINE | | | 0220 636-11 21345.000 UN | 2.20000 46959.00| 1.00000 21345.00| 0.90000 19210.50 TRAFFIC CONTROL DEVICES | | | 0225 636-12 3.000 EA | 350.00000 1050.00| 300.00000 900.00| 300.00000 900.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICES | | | 0230 636-13 200.000 EA | 3.00000 600.00| 3.00000 600.00| 3.00000 600.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICES | | | 0235 636-14 1200.000 HR | 33.00000 39600.00| 31.50000 37800.00| 37.00000 44400.00 FLAGGER | | | 0240 636-17 992.000 LF | 25.00000 24800.00| 20.00000 19840.00| 26.00000 25792.00 TEMPORARY CONCRETE BARRIERS | | | 0245 636-19 250.000 LF | 10.00000 2500.00| 9.00000 2250.00| 9.00000 2250.00 TEMPORARY GUARDRAIL BARRIER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 001 -16 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9920008 COUNTIES : BARBOUR LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(4) 25-1355037 |(5) 25-1021993 |(6) 34-0420560 |DICK CORPORATION |TRUMBULL CORPORATION |NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0250 636-24 125.000 LF | 250.00000 31250.00| 200.00000 25000.00| 85.00000 10625.00 TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0255 636-25(A) 3000.000 DA | 0.60000 1800.00| 0.50000 1500.00| 0.50000 1500.00 WARNING LIGHTS | | | 0260 636-25(B) 6000.000 DA | 1.70000 10200.00| 1.65000 9900.00| 1.65000 9900.00 WARNING LIGHTS | | | 0265 636-25(C) 3000.000 DA | 0.60000 1800.00| 0.50000 1500.00| 0.50000 1500.00 WARNING LIGHTS | | | 0275 637-01 445.000 MG | 30.00000 13350.00| 50.00000 22250.00| 5.00000 2225.00 WATER FOR DUST PALLIATIVE | | | 0280 638-02 93.000 EA | 100.00000 9300.00| 150.00000 13950.00| 100.00000 9300.00 RIGHT OF WAY MARKERS | | | 0285 639-01 LUMP| 50000.00000 50000.00| 30000.00000 30000.00| 85000.00000 85000.00 CONSTRUCTION LAYOUT STAKES | | | 0290 640-01 LUMP| 30000.00000 30000.00| 12000.00000 12000.00| 26000.00000 26000.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0295 640-03 LUMP| 7500.00000 7500.00| 3500.00000 3500.00| 7000.00000 7000.00 BUILDING EQUIPMENT | | | 0300 642-01 6240.000 LF | 1.50000 9360.00| 0.50000 3120.00| 1.80000 11232.00 TEMPORARY BERMS | | | 0305 642-02 1438.000 LF | 25.00000 35950.00| 0.01000 14.38| 10.00000 14380.00 SLOPE DRAINS | | | 0310 642-03-1 27.000 EA | 150.00000 4050.00| 0.01000 0.27| 360.00000 9720.00 DITCH CHECKS | | | 0315 642-03-2 33.000 EA | 1000.00000 33000.00| 250.00000 8250.00| 360.00000 11880.00 CHECK DAMS | | | 0320 642-03-3 301.000 CY | 20.00000 6020.00| 3.20000 963.20| 4.00000 1204.00 SEDIMENT TRAP | | | 0325 642-03-6 151.000 CY | 5.00000 755.00| 3.50000 528.50| 8.00000 1208.00 SEDIMENT REMOVAL | | | 0330 642-04-1 70.000 LB | 2.00000 140.00| 1.00000 70.00| 1.00000 70.00 TEMPORARY SEED | | | 0335 642-04-3 955.000 LB | 4.00000 3820.00| 4.20000 4011.00| 4.15000 3963.25 SEED MIXTURE D | | | 0340 642-05-1 12.600 TN | 700.00000 8820.00| 400.00000 5040.00| 400.00000 5040.00 STRAW OR HAY MULCH | | | 0345 642-05-2 6.900 TN | 1300.00000 8970.00| 1000.00000 6900.00| 1000.00000 6900.00 WOOD CELLULOSE FIBER MULCH | | | 0350 642-06 6.200 TN | 500.00000 3100.00| 600.00000 3720.00| 600.00000 3720.00 FERTILIZER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 001 -17 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9920008 COUNTIES : BARBOUR LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(4) 25-1355037 |(5) 25-1021993 |(6) 34-0420560 |DICK CORPORATION |TRUMBULL CORPORATION |NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0355 642-11 1653.000 EA | 5.00000 8265.00| 0.01000 16.53| 7.00000 11571.00 HAY OR STRAW BALES | | | 0360 642-12 4954.000 LF | 3.00000 14862.00| 0.01000 49.54| 2.00000 9908.00 SILT FENCE | | | 0365 652-01 23.200 TN | 60.00000 1392.00| 25.00000 580.00| 25.00000 580.00 AGRICULTURAL LIMESTONE | | | 0370 652-02-1 7.700 TN | 800.00000 6160.00| 700.00000 5390.00| 700.00000 5390.00 FERTILIZER, 10-20-10 | | | 0375 652-02-2 2.400 TN | 1200.00000 2880.00| 1200.00000 2880.00| 1200.00000 2880.00 UREA FORMALDEHYDE FERTILIZER | | | 0380 652-03-1 108.000 LB | 5.00000 540.00| 1.50000 162.00| 1.50000 162.00 SEED MIXTURES B, C-1 OR C-2 | | | 0385 652-03-2 955.000 LB | 8.00000 7640.00| 4.50000 4297.50| 4.40000 4202.00 SEED MIXTURES D | | | 0390 652-04-1 12.600 TN | 600.00000 7560.00| 325.00000 4095.00| 325.00000 4095.00 STRAW OR HAY MULCH | | | 0395 652-04-2 6.900 TN | 1100.00000 7590.00| 840.00000 5796.00| 835.00000 5761.50 WOOD CELLULOSE FIBER MULCH | | | 0400 655-01 1035.000 SY | 2.00000 2070.00| 1.30000 1345.50| 1.30000 1345.50 MATTING | | | 0405 657-06(S4X7.7 122.000 LF | 20.00000 2440.00| 19.50000 2379.00| 20.00000 2440.00 A-441SUPPORTS, GALVANIZED | | | 0410 657-08 602.000 LF | 5.00000 3010.00| 4.00000 2408.00| 4.00000 2408.00 (2.00LB) CHANNEL POSTS | | | 0415 657-10 631.000 LF | 7.00000 4417.00| 5.25000 3312.75| 5.25000 3312.75 (3.00LB) CHANNEL POSTS | | | 0420 657-17 2.400 CY | 1000.00000 2400.00| 1250.00000 3000.00| 1250.00000 3000.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0425 657-18 10.000 EA | 30.00000 300.00| 40.00000 400.00| 40.00000 400.00 POST REMOVAL | | | 0430 661-01(1) 514.000 SF | 22.00000 11308.00| 16.00000 8224.00| 16.00000 8224.00 (0.080),FLAT SHEET SIGNS | | | 0435 661-04(1) 78.000 EA | 5.00000 390.00| 3.00000 234.00| 3.00000 234.00 DELINEATORS, REFLEX REFLECTOR ,WHITE | | | SINGLE | | | 0440 661-08 6.000 EA | 50.00000 300.00| 70.00000 420.00| 70.00000 420.00 DELINEATOR BRACKET, TYPE A | | | 0445 662-02(1) 1.000 LS | 48000.00000 48000.00| 31000.00000 31000.00| 42000.00000 42000.00 GALVANIZED STEEL CONDUIT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 001 -18 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9920008 COUNTIES : BARBOUR LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(4) 25-1355037 |(5) 25-1021993 |(6) 34-0420560 |DICK CORPORATION |TRUMBULL CORPORATION |NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 662-02(2) 1.000 LS | 37000.00000 37000.00| 41500.00000 41500.00| 28000.00000 28000.00 GALVANIZED STEEL CONDUIT | | | 0455 662-06(A) 9.000 EA | 850.00000 7650.00| 950.00000 8550.00| 850.00000 7650.00 JUNCTION BOX | | | 0460 662-06(H18X18 19.000 EA | 1200.00000 22800.00| 1150.00000 21850.00| 1200.00000 22800.00 JUNCTION BOX | | | 0465 662-07(250) 25.000 EA | 400.00000 10000.00| 320.00000 8000.00| 400.00000 10000.00 LUMINAIRES | | | 0470 662-08(1) 1.000 LS | 16000.00000 16000.00| 7800.00000 7800.00| 22000.00000 22000.00 CABLE | | | 0475 662-08(2) 1.000 LS | 12000.00000 12000.00| 10000.00000 10000.00| 12000.00000 12000.00 CABLE | | | 0480 662-10(40-10I 2.000 EA | 3000.00000 6000.00| 2400.00000 4800.00| 2500.00000 5000.00 LIGHTING SUPPORT, TYPE I | | | 0485 662-10(40-12I 23.000 EA | 2500.00000 57500.00| 2500.00000 57500.00| 2500.00000 57500.00 LIGHTING SUPPORT, TYPE I | | | 0490 662-13(1) 1.000 LS | 4000.00000 4000.00| 4700.00000 4700.00| 6500.00000 6500.00 SERVICE AND CONTROL STATION | | | 0495 662-13(2) 1.000 LS | 4000.00000 4000.00| 4700.00000 4700.00| 6500.00000 6500.00 SERVICE AND CONTROL STATION | | | 0500 662-14 LUMP| 500.00000 500.00| 2900.00000 2900.00| 100.00000 100.00 INCIDENTAL ELECTRICAL WORK | | | 0505 662-15(1) 1.000 LS | 200.00000 200.00| 130.00000 130.00| 100.00000 100.00 ELECTRICAL TESTS | | | 0510 662-15(2) 1.000 LS | 200.00000 200.00| 130.00000 130.00| 100.00000 100.00 ELECTRICAL TESTS | | | 0515 663-01-1(II)W 11400.000 LF | 0.20000 2280.00| 0.15000 1710.00| 0.15000 1710.00 EDGE LINE, WHITE | | | 0520 663-02-1(II)W 1120.000 LF | 0.20000 224.00| 0.20000 224.00| 0.20000 224.00 LANE LINE OR CENTERLINE, WHITE | | | 0525 663-03-1(II) 13210.000 LF | 0.20000 2642.00| 0.15000 1981.50| 0.15000 1981.50 BARRIER LINES | | | 0530 663-04(II) 1975.000 LF | 0.25000 493.75| 0.25000 493.75| 0.25000 493.75 TYPE II CHANNELIZING LINES | | | 0535 663-05(V) 140.000 LF | 11.00000 1540.00| 11.00000 1540.00| 11.00000 1540.00 TYPE V, STOP LINES (24 IN) | | | 0540 663-06(II) 170.000 LF | 6.00000 1020.00| 5.50000 935.00| 5.50000 935.00 TYPE II, CROSSWALK LINES | | | 0545 663-07(II)Y 300.000 LF | 6.00000 1800.00| 5.50000 1650.00| 5.50000 1650.00 TYPE II, STRIPE YELLOW (12 IN) | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 001 -19 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9920008 COUNTIES : BARBOUR LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(4) 25-1355037 |(5) 25-1021993 |(6) 34-0420560 |DICK CORPORATION |TRUMBULL CORPORATION |NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0550 663-10(V) 25.000 EA | 180.00000 4500.00| 175.00000 4375.00| 175.00000 4375.00 TYPE V, LANE ARROWS | | | 0555 663-11(V) 32.000 EA | 75.00000 2400.00| 65.00000 2080.00| 65.00000 2080.00 TYPE V, LANE LETTERS | | | 0556 664-01(IV) 4.000 EA | 10000.00000 40000.00| 7000.00000 28000.00| 7000.00000 28000.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 0560 401-1(1)SG AA1 9229.000 TN | 40.00000 369160.00| 29.00000 267641.00| 30.00000 276870.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0565 401-1(1)S AA2 8460.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0570 402-01(1)SG AB1 1196.000 TN | 50.00000 59800.00| 39.75000 47541.00| 41.00000 49036.00 HMA SKID PVT, (W-1) ST OR GR | | | 0575 402-01(1)S AB2 1097.000 TN | | | HMA SKID PVT, (W-1) SLAG | | | 0580 604-02(18)A7 AD1 90.000 LF | 45.00000 4050.00| 35.00000 3150.00| 55.00000 4950.00 FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0585 604-25(18)A7 AD2 90.000 LF | | | CORRUGATED ALUMINUM ALLOY PIPE | | | 0590 604-02(18)A7 AE1 94.000 LF | 45.00000 4230.00| | 55.00000 5170.00 FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0595 604-25(18)A7 AE2 94.000 LF | | | CORRUGATED ALUMINUM ALLOY PIPE | | | 0600 604-37(18)III AE3 94.000 LF | | 45.00000 4230.00| REINFORCED CONCRETE PIPE | | | 0605 604-02(24)A7 AF1 85.000 LF | 75.00000 6375.00| 90.00000 7650.00| 60.00000 5100.00 FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0610 604-25(24)A7 AF2 85.000 LF | | | CORRUGATED ALUMINUM ALLOY PIPE | | | 0615 604-02(24)A7 AG1 489.000 LF | 85.00000 41565.00| 75.00000 36675.00| 60.00000 29340.00 FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0620 604-25(24)A7 AG2 489.000 LF | | | CORRUGATED ALUMINUM ALLOY PIPE | | | 0625 604-37(24)III AG3 489.000 LF | | | REINFORCED CONCRETE PIPE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 001 -20 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9920008 COUNTIES : BARBOUR LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(4) 25-1355037 |(5) 25-1021993 |(6) 34-0420560 |DICK CORPORATION |TRUMBULL CORPORATION |NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 4,694,954.15| $ 3,896,105.17| $ 4,262,399.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 COMPUTER SYSTEM | | | 0630 640-04 LUMP| 7500.00000 7500.00| 3500.00000 3500.00| 4000.00000 4000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 7,500.00| $ 3,500.00| $ 4,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 BRIDGE #4988 | | | 0640 212-01 2683.000 CY | 40.00000 107320.00| 58.00000 155614.00| 70.00000 187810.00 STRUCTURE EXCAVATION | | | 0645 212-02 795.000 CY | 25.00000 19875.00| 60.00000 47700.00| 80.00000 63600.00 WET EXCAVATION | | | 0650 212-04 3.000 EA | 20000.00000 60000.00| 205000.00000 615000.00| 93000.00000 279000.00 COFFERDAMS | | | 0660 218-04(12I) 679.000 SY | 50.00000 33950.00| 22.00000 14938.00| 15.00000 10185.00 CRUSHED ROCK SLOPE PROTECTION | | | 0665 601-02 3478.000 CY | 250.00000 869500.00| 375.00000 1304250.00| 330.00000 1147740.00 CLASS B CONCRETE | | | 0670 601-03 1443.000 CY | 430.00000 620490.00| 495.00000 714285.00| 685.00000 988455.00 CLASS K CONCRETE | | | 0675 602-01 993057.000 LB | 0.60000 595834.20| 0.55000 546181.35| 0.60000 595834.20 REINFORCING STEEL BARS | | | 0680 602-02 432281.000 LB | 0.70000 302596.70| 0.65000 280982.65| 0.65000 280982.65 EPOXY COATED REINFORCING STEELBARS | | | 0685 603-18(84) 4454.500 LF | 250.00000 1113625.00| 205.00000 913172.50| 186.00000 828537.00 PRESTRESSED CONCRETE I BEAMS, 84IN | | | 0686 608-01(4F) 265.500 LF | 8.00000 2124.00| 65.00000 17257.50| 42.00000 11151.00 RIGHT-OF-WAY FENCE, CHAIN LINK TYPE | | | 0687 617-03 1631.500 LF | 30.00000 48945.00| 35.00000 57102.50| 52.00000 84838.00 ALUMINUM RAILING | | | 0690 625-01(36) 1132.000 LF | 280.00000 316960.00| 225.00000 254700.00| 240.00000 271680.00 DRILLED CASSIONS 36 IN DIAMETER | | | 0695 625-03(36) 1389.000 LF | 180.00000 250020.00| 245.00000 340305.00| 260.00000 361140.00 ROCK SOCKET 36 IN FOUNDATION | | | 0700 639-01 LUMP| 50000.00000 50000.00| 30000.00000 30000.00| 102000.00000 102000.00 CONSTRUCTION LAYOUT STAKES | | | 0701 679-06 LUMP| 1000.00000 1000.00| 500.00000 500.00| 1000.00000 1000.00 TEST SLAB | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 001 -21 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9920008 COUNTIES : BARBOUR LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(4) 25-1355037 |(5) 25-1021993 |(6) 34-0420560 |DICK CORPORATION |TRUMBULL CORPORATION |NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0702 679-02 BA1 244.000 CY | | | LATEX MODIFED PORTLAND CEMENT CONCRETE | | | OVERLAY BRIDGE DECK | | | 0703 679-04M BA2 244.000 CY | 500.00000 122000.00| 660.00000 161040.00| 620.00000 151280.00 MICROSILICA CONCRETE OVERLAY | | | SECTION TOTALS | $ 4,514,239.90| $ 5,453,028.50| $ 5,365,232.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 SANITARY SEWER RELOCATION | | | 0705 211-02 199.000 CY | 15.00000 2985.00| 25.00000 4975.00| 36.00000 7164.00 ROCK BORROW EXCAVATION | | | 0710 675-07(6) 321.000 LF | 25.00000 8025.00| 30.00000 9630.00| 30.00000 9630.00 PLASTIC SEWER PIPE | | | 0715 675-07(8) 330.000 LF | 30.00000 9900.00| 32.00000 10560.00| 36.00000 11880.00 PLASTIC SEWER PIPE | | | 0720 675-07(12) 4.000 LF | 35.00000 140.00| 85.00000 340.00| 350.00000 1400.00 PLASTIC SEWER PIPE | | | 0725 675-07(15) 581.000 LF | 35.00000 20335.00| 60.00000 34860.00| 52.00000 30212.00 PLASTIC SEWER PIPE | | | 0730 675-08(6)I,51 66.000 LF | 55.00000 3630.00| 130.00000 8580.00| 90.00000 5940.00 DUCTILE IRON SEWER PIPE , TYPE I, CLASS | | | 51 | | | 0735 675-14 6.000 EA | 3000.00000 18000.00| 4200.00000 25200.00| 3400.00000 20400.00 MANHOLE COMPLETE, INCLUDING CASTINGS | | | 0740 675-15 2.000 EA | 8000.00000 16000.00| 5000.00000 10000.00| 4000.00000 8000.00 DROP MANHOLE COMPLETE, INCLUDING | | | CASTINGS | | | 0745 675-17 3.000 EA | 2000.00000 6000.00| 1000.00000 3000.00| 1000.00000 3000.00 ABANDONING MANHOLE | | | 0750 675-21(12).25 69.000 LF | 150.00000 10350.00| 165.00000 11385.00| 200.00000 13800.00 STEEL CASING PIPE | | | 0755 675-21(16).25 60.000 LF | 160.00000 9600.00| 200.00000 12000.00| 220.00000 13200.00 STEEL CASING PIPE | | | 0760 675-21(24).38 273.000 LF | 250.00000 68250.00| 310.00000 84630.00| 350.00000 95550.00 STEEL CASING PIPE | | | 0765 675-27 1.000 EA | 250.00000 250.00| 1000.00000 1000.00| 900.00000 900.00 MANHOLE REMOVAL | | | 0770 675-29-1 1.000 EA | 1200.00000 1200.00| 750.00000 750.00| 1200.00000 1200.00 CLEANOUT | | | 0775 639-01 LUMP| 3000.00000 3000.00| 3500.00000 3500.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 001 -22 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9920008 COUNTIES : BARBOUR LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(4) 25-1355037 |(5) 25-1021993 |(6) 34-0420560 |DICK CORPORATION |TRUMBULL CORPORATION |NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 177,665.00| $ 220,410.00| $ 232,276.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 RETAINING WALL @ STA.59+41 | | | 0780 601-02 45.000 CY | 250.00000 11250.00| 1.00000 45.00| 140.00000 6300.00 CLASS B CONCRETE | | | 0785 614-1(W10X42) 197.680 LF | 100.00000 19768.00| 125.00000 24710.00| 40.00000 7907.20 STEEL PILES | | | 0790 614-1(W12X85) 347.190 LF | 100.00000 34719.00| 128.00000 44440.32| 75.00000 26039.25 STEEL PILES | | | 0795 614-1(W8X21) 190.000 LF | 100.00000 19000.00| 27.00000 5130.00| 65.00000 12350.00 STEEL PILES | | | 0800 614-3 1693.000 SF | 20.00000 33860.00| 14.00000 23702.00| 16.00000 27088.00 CONCRETE LAGGING | | | 0805 639-01 LUMP| 3000.00000 3000.00| 2500.00000 2500.00| 4000.00000 4000.00 CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ 121,597.00| $ 100,527.32| $ 83,684.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 BOX CULVERT @ U.S. RTE. 119 | | | 0810 212-01 58.000 CY | 10.00000 580.00| 50.00000 2900.00| 95.00000 5510.00 STRUCTURE EXCAVATION | | | 0815 60474229810Q9 22.500 LF | 2200.00000 49500.00| 2200.00000 49500.00| 2000.00000 45000.00 ALUMINUM BOX CULVERT, 22FT-9IN X | | | 8FT-10IN, Q9 | | | 0820 639-01 LUMP| 1000.00000 1000.00| 1500.00000 1500.00| 4000.00000 4000.00 CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ 51,080.00| $ 53,900.00| $ 54,510.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 CHESTNUT ST. DOUBLE BOX CULVERT BRIDGE #4999 | | | 0825 212-01 149.000 CY | 50.00000 7450.00| 30.00000 4470.00| 150.00000 22350.00 STRUCTURE EXCAVATION | | | 0830 218-04(12I) 240.000 SY | 40.00000 9600.00| 28.00000 6720.00| 15.00000 3600.00 CRUSHED ROCK SLOPE PROTECTION | | | 0835 601-02 302.000 CY | 400.00000 120800.00| 450.00000 135900.00| 500.00000 151000.00 CLASS B CONCRETE | | | 0840 602-01 56463.000 LB | 0.60000 33877.80| 0.65000 36700.95| 0.60000 33877.80 REINFORCING STEEL BARS | | | 0845 639-01 LUMP| 5000.00000 5000.00| 2500.00000 2500.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 001 -23 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9920008 COUNTIES : BARBOUR LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(4) 25-1355037 |(5) 25-1021993 |(6) 34-0420560 |DICK CORPORATION |TRUMBULL CORPORATION |NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 176,727.80| $ 186,290.95| $ 215,827.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 9,743,763.85| $ 9,913,761.94| $ 10,217,930.35 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 001 -24 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9920008 COUNTIES : BARBOUR LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(7) 52-1038868 |(8) 34-4272670 |(9) 39-0884623 |CORMAN CONSTRUCTION, INC. |S. E. JOHNSON COMPANIES, INC|EDWARD KRAEMER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201-01 1.000 LS | 660000.00000 660000.00| 450000.00000 450000.00| 975000.00000 975000.00 CLEARING AND GRUBBING | | | 0010 202-01(03) 1.000 LS | 2500.00000 2500.00| 1850.00000 1850.00| 1850.00000 1850.00 BUILDING DEMOLITION | | | 0012 202-01(08) 1.000 LS | 3500.00000 3500.00| 2500.00000 2500.00| 9200.00000 9200.00 BUILDING DEMOLITION | | | 0015 202-01(10) 1.000 LS | 4000.00000 4000.00| 6200.00000 6200.00| 6200.00000 6200.00 BUILDING DEMOLITION | | | 0020 202-01(14) 1.000 LS | 5500.00000 5500.00| 9200.00000 9200.00| 9200.00000 9200.00 BUILDING DEMOLITION | | | 0025 202-01(17) 1.000 LS | 5000.00000 5000.00| 9700.00000 9700.00| 9700.00000 9700.00 BUILDING DEMOLITION | | | 0030 202-01(18) 1.000 LS | 2000.00000 2000.00| 4800.00000 4800.00| 4800.00000 4800.00 BUILDING DEMOLITION | | | 0035 202-01(22) 1.000 LS | 3500.00000 3500.00| 7800.00000 7800.00| 7800.00000 7800.00 BUILDING DEMOLITION | | | 0040 204-01 LUMP| 110000.00000 110000.00| 200000.00000 200000.00| 294158.00000 294158.00 MOBILIZATION | | | 0045 207-01 293000.000 CY | 5.75000 1684750.00| 5.75000 1684750.00| 5.50000 1611500.00 UNCLASSIFIED EXCAVATION | | | 0050 207-02 3361.000 CY | 21.00000 70581.00| 35.00000 117635.00| 38.00000 127718.00 SUBGRADE | | | 0055 207-34 22399.000 SY | 1.00000 22399.00| 1.00000 22399.00| 1.50000 33598.50 FABRIC FOR SEPARATION | | | 0060 211-02 13277.000 CY | 3.00000 39831.00| 8.00000 106216.00| 10.00000 132770.00 ROCK BORROW EXCAVATION | | | 0061 212-05 590.000 CY | 35.00000 20650.00| 30.00000 17700.00| 130.00000 76700.00 SELECT MATERIAL FOR BACKFILLING | | | 0065 307-01 365.000 CY | 40.00000 14600.00| 45.00000 16425.00| 42.00000 15330.00 CLASS 1 AGGREGATE BASE COURSE | | | 0070 308-01 2290.000 TN | 17.50000 40075.00| 16.75000 38357.50| 24.50000 56105.00 CLASS 1 AGGREGATE BASE COURSE | | | 0075 311-06 2120.000 CY | 48.00000 101760.00| 46.20000 97944.00| 55.48000 117617.60 OPEN GRADED FREE DRAINING BASE COURSE | | | 0080 408-02 100.000 GA | 5.00000 500.00| 5.00000 500.00| 1.00000 100.00 BITUMINOUS MATERIAL | | | 0085 409-02 435.000 GA | 2.00000 870.00| 2.00000 870.00| 1.00000 435.00 BITUMINOUS MATERIAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 001 -25 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9920008 COUNTIES : BARBOUR LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(7) 52-1038868 |(8) 34-4272670 |(9) 39-0884623 |CORMAN CONSTRUCTION, INC. |S. E. JOHNSON COMPANIES, INC|EDWARD KRAEMER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 415-05 188.000 SY | 22.00000 4136.00| 20.00000 3760.00| 20.00000 3760.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0100 502-01(12I) 198.000 SY | 125.00000 24750.00| 150.00000 29700.00| 165.00000 32670.00 PORTLAND CEMENT CONCRETE APPROACH SLAB | | | 0101 501-10 2.000 EA | 2500.00000 5000.00| 1250.00000 2500.00| 3500.00000 7000.00 BRIDGE APPROACH EXPANSION JOINT | | | 0102 601-02 24.300 CY | 1500.00000 36450.00| 1250.00000 30375.00| 1250.00000 30375.00 CLASS B CONCRETE | | | 0103 60429(22X13A7 48.000 LF | 100.00000 4800.00| 86.00000 4128.00| 86.00000 4128.00 CORRUGATED ALUMINUM ALLOY PIPE ARCH | | | 0104 604-32(22X13) 4.000 EA | 650.00000 2600.00| 550.00000 2200.00| 550.00000 2200.00 END SECTION FOR CORRUGATED ALUMINUM | | | ALLOY PIPE ARCH | | | 0105 604-37(18)III 403.000 LF | 65.00000 26195.00| 60.00000 24180.00| 60.00000 24180.00 REINFORCED CONCRETE PIPE | | | 0106 604-37(24)III 854.000 LF | 75.00000 64050.00| 80.00000 68320.00| 80.00000 68320.00 REINFORCED CONCRETE PIPE | | | 0107 604-37(36)III 160.000 LF | 100.00000 16000.00| 90.00000 14400.00| 90.00000 14400.00 REINFORCED CONCRETE PIPE | | | 0108 604-37(42)III 124.000 LF | 230.00000 28520.00| 118.00000 14632.00| 118.00000 14632.00 REINFORCED CONCRETE PIPE | | | 0109 604-38(18) 1.000 EA | 1500.00000 1500.00| 1400.00000 1400.00| 1400.00000 1400.00 REINFORCED CONCRETE END SECTION FOR | | | ROUND CONCRETE PIPE | | | 0110 605-01 6.000 EA | 2200.00000 13200.00| 1800.00000 10800.00| 1800.00000 10800.00 TYPE A MANHOLE | | | 0115 605-07 12.000 EA | 3200.00000 38400.00| 2900.00000 34800.00| 2900.00000 34800.00 TYPE E INLET | | | 0120 605-09 8.000 EA | 2000.00000 16000.00| 1900.00000 15200.00| 1900.00000 15200.00 TYPE G INLET | | | 0125 605-10 1.000 EA | 2500.00000 2500.00| 1700.00000 1700.00| 1700.00000 1700.00 TYPE H INLET | | | 0126 606-25(6) 320.000 LF | 11.00000 3520.00| 10.00000 3200.00| 17.00000 5440.00 UNDERDRAIN PIPE | | | 0130 606-29 6337.000 LF | 10.00000 63370.00| 8.00000 50696.00| 11.75000 74459.75 FREE DRAINING BASE (FDB) TRENCH | | | 0135 606-30 1181.000 LF | 21.00000 24801.00| 15.00000 17715.00| 20.00000 23620.00 OUTLET PIPE | | | 0140 607-01(I) 4367.000 LF | 9.00000 39303.00| 8.70000 37992.90| 9.40000 41049.80 TYPE 1 GUARDRAIL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 001 -26 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9920008 COUNTIES : BARBOUR LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(7) 52-1038868 |(8) 34-4272670 |(9) 39-0884623 |CORMAN CONSTRUCTION, INC. |S. E. JOHNSON COMPANIES, INC|EDWARD KRAEMER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0145 607-09-1 51.000 LF | 3.00000 153.00| 2.75000 140.25| 4.00000 204.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0150 607-65 4.000 EA | 1400.00000 5600.00| 1300.00000 5200.00| 1275.00000 5100.00 FLARED END TERMINAL | | | 0155 607-06 4.000 EA | 700.00000 2800.00| 650.00000 2600.00| 750.00000 3000.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0160 609-01 450.000 SY | 40.00000 18000.00| 38.00000 17100.00| 38.00000 17100.00 CONCRETE SIDEWALK | | | 0165 609-02 75.000 CY | 60.00000 4500.00| 60.00000 4500.00| 60.00000 4500.00 BED COURSE MATERIAL | | | 0170 610-01(I) 1421.000 LF | 18.00000 25578.00| 22.00000 31262.00| 22.00000 31262.00 PLAIN CONCRETE CURBING | | | 0175 610-03(I) 360.000 LF | 21.00000 7560.00| 22.00000 7920.00| 22.00000 7920.00 COMBINATION CONCRETE CURB AND GUTTER | | | 0180 610-05(I) 80.000 LF | 15.00000 1200.00| 20.00000 1600.00| 20.00000 1600.00 BITUMINOUS CURBING | | | 0200 633-03 14.200 CY | 300.00000 4260.00| 30.00000 426.00| 30.00000 426.00 DUMPED ROCK GUTTER | | | 0205 636-07 14400.000 LF | 0.45000 6480.00| 0.45000 6480.00| 0.50000 7200.00 ERADICATION OF PAVEMENT MARKINGS | | | 0210 636-08 10000.000 LF | 0.30000 3000.00| 0.30000 3000.00| 0.15000 1500.00 TEMPORARY PAVEMENT MARKINGS-PAINT 4IN | | | SOLID LINE | | | 0215 636-09 30000.000 LF | 1.00000 30000.00| 0.95000 28500.00| 1.00000 30000.00 TEMPORARY PAVEMENT MARKINGS-TAPE 4 IN | | | SOLID LINE | | | 0220 636-11 21345.000 UN | 1.20000 25614.00| 1.10000 23479.50| 0.90000 19210.50 TRAFFIC CONTROL DEVICES | | | 0225 636-12 3.000 EA | 300.00000 900.00| 300.00000 900.00| 300.00000 900.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICES | | | 0230 636-13 200.000 EA | 3.00000 600.00| 3.00000 600.00| 3.00000 600.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICES | | | 0235 636-14 1200.000 HR | 35.00000 42000.00| 30.00000 36000.00| 36.00000 43200.00 FLAGGER | | | 0240 636-17 992.000 LF | 22.00000 21824.00| 20.00000 19840.00| 28.00000 27776.00 TEMPORARY CONCRETE BARRIERS | | | 0245 636-19 250.000 LF | 9.50000 2375.00| 9.00000 2250.00| 15.00000 3750.00 TEMPORARY GUARDRAIL BARRIER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 001 -27 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9920008 COUNTIES : BARBOUR LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(7) 52-1038868 |(8) 34-4272670 |(9) 39-0884623 |CORMAN CONSTRUCTION, INC. |S. E. JOHNSON COMPANIES, INC|EDWARD KRAEMER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0250 636-24 125.000 LF | 40.00000 5000.00| 15.00000 1875.00| 32.00000 4000.00 TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0255 636-25(A) 3000.000 DA | 0.30000 900.00| 0.30000 900.00| 0.50000 1500.00 WARNING LIGHTS | | | 0260 636-25(B) 6000.000 DA | 1.60000 9600.00| 1.50000 9000.00| 1.65000 9900.00 WARNING LIGHTS | | | 0265 636-25(C) 3000.000 DA | 0.30000 900.00| 0.30000 900.00| 0.50000 1500.00 WARNING LIGHTS | | | 0275 637-01 445.000 MG | 25.00000 11125.00| 30.00000 13350.00| 30.00000 13350.00 WATER FOR DUST PALLIATIVE | | | 0280 638-02 93.000 EA | 150.00000 13950.00| 60.00000 5580.00| 100.00000 9300.00 RIGHT OF WAY MARKERS | | | 0285 639-01 LUMP| 60000.00000 60000.00| 100000.00000 100000.00| 36400.00000 36400.00 CONSTRUCTION LAYOUT STAKES | | | 0290 640-01 LUMP| 20000.00000 20000.00| 25000.00000 25000.00| 23000.00000 23000.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0295 640-03 LUMP| 3500.00000 3500.00| 4000.00000 4000.00| 6000.00000 6000.00 BUILDING EQUIPMENT | | | 0300 642-01 6240.000 LF | 1.75000 10920.00| 1.75000 10920.00| 1.75000 10920.00 TEMPORARY BERMS | | | 0305 642-02 1438.000 LF | 8.00000 11504.00| 10.00000 14380.00| 10.00000 14380.00 SLOPE DRAINS | | | 0310 642-03-1 27.000 EA | 340.00000 9180.00| 355.00000 9585.00| 355.00000 9585.00 DITCH CHECKS | | | 0315 642-03-2 33.000 EA | 300.00000 9900.00| 350.00000 11550.00| 350.00000 11550.00 CHECK DAMS | | | 0320 642-03-3 301.000 CY | 20.00000 6020.00| 4.00000 1204.00| 4.00000 1204.00 SEDIMENT TRAP | | | 0325 642-03-6 151.000 CY | 25.00000 3775.00| 7.50000 1132.50| 7.50000 1132.50 SEDIMENT REMOVAL | | | 0330 642-04-1 70.000 LB | 1.80000 126.00| 1.70000 119.00| 1.00000 70.00 TEMPORARY SEED | | | 0335 642-04-3 955.000 LB | 3.50000 3342.50| 3.20000 3056.00| 4.15000 3963.25 SEED MIXTURE D | | | 0340 642-05-1 12.600 TN | 675.00000 8505.00| 640.00000 8064.00| 400.00000 5040.00 STRAW OR HAY MULCH | | | 0345 642-05-2 6.900 TN | 675.00000 4657.50| 640.00000 4416.00| 990.00000 6831.00 WOOD CELLULOSE FIBER MULCH | | | 0350 642-06 6.200 TN | 800.00000 4960.00| 760.00000 4712.00| 600.00000 3720.00 FERTILIZER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 001 -28 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9920008 COUNTIES : BARBOUR LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(7) 52-1038868 |(8) 34-4272670 |(9) 39-0884623 |CORMAN CONSTRUCTION, INC. |S. E. JOHNSON COMPANIES, INC|EDWARD KRAEMER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0355 642-11 1653.000 EA | 5.00000 8265.00| 8.00000 13224.00| 5.00000 8265.00 HAY OR STRAW BALES | | | 0360 642-12 4954.000 LF | 2.50000 12385.00| 2.00000 9908.00| 2.00000 9908.00 SILT FENCE | | | 0365 652-01 23.200 TN | 75.00000 1740.00| 60.00000 1392.00| 25.00000 580.00 AGRICULTURAL LIMESTONE | | | 0370 652-02-1 7.700 TN | 800.00000 6160.00| 760.00000 5852.00| 700.00000 5390.00 FERTILIZER, 10-20-10 | | | 0375 652-02-2 2.400 TN | 1000.00000 2400.00| 940.00000 2256.00| 1200.00000 2880.00 UREA FORMALDEHYDE FERTILIZER | | | 0380 652-03-1 108.000 LB | 2.50000 270.00| 2.40000 259.20| 1.50000 162.00 SEED MIXTURES B, C-1 OR C-2 | | | 0385 652-03-2 955.000 LB | 1.80000 1719.00| 1.70000 1623.50| 4.40000 4202.00 SEED MIXTURES D | | | 0390 652-04-1 12.600 TN | 675.00000 8505.00| 640.00000 8064.00| 325.00000 4095.00 STRAW OR HAY MULCH | | | 0395 652-04-2 6.900 TN | 675.00000 4657.50| 640.00000 4416.00| 835.00000 5761.50 WOOD CELLULOSE FIBER MULCH | | | 0400 655-01 1035.000 SY | 1.75000 1811.25| 1.55000 1604.25| 1.30000 1345.50 MATTING | | | 0405 657-06(S4X7.7 122.000 LF | 20.00000 2440.00| 19.25000 2348.50| 19.25000 2348.50 A-441SUPPORTS, GALVANIZED | | | 0410 657-08 602.000 LF | 4.25000 2558.50| 5.00000 3010.00| 4.00000 2408.00 (2.00LB) CHANNEL POSTS | | | 0415 657-10 631.000 LF | 5.50000 3470.50| 7.00000 4417.00| 5.25000 3312.75 (3.00LB) CHANNEL POSTS | | | 0420 657-17 2.400 CY | 1200.00000 2880.00| 650.00000 1560.00| 1250.00000 3000.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0425 657-18 10.000 EA | 40.00000 400.00| 25.00000 250.00| 40.00000 400.00 POST REMOVAL | | | 0430 661-01(1) 514.000 SF | 17.00000 8738.00| 21.10000 10845.40| 16.00000 8224.00 (0.080),FLAT SHEET SIGNS | | | 0435 661-04(1) 78.000 EA | 3.00000 234.00| 4.50000 351.00| 3.00000 234.00 DELINEATORS, REFLEX REFLECTOR ,WHITE | | | SINGLE | | | 0440 661-08 6.000 EA | 75.00000 450.00| 60.00000 360.00| 70.00000 420.00 DELINEATOR BRACKET, TYPE A | | | 0445 662-02(1) 1.000 LS | 40000.00000 40000.00| 29500.00000 29500.00| 41125.00000 41125.00 GALVANIZED STEEL CONDUIT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 001 -29 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9920008 COUNTIES : BARBOUR LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(7) 52-1038868 |(8) 34-4272670 |(9) 39-0884623 |CORMAN CONSTRUCTION, INC. |S. E. JOHNSON COMPANIES, INC|EDWARD KRAEMER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 662-02(2) 1.000 LS | 30000.00000 30000.00| 39500.00000 39500.00| 28275.00000 28275.00 GALVANIZED STEEL CONDUIT | | | 0455 662-06(A) 9.000 EA | 800.00000 7200.00| 900.00000 8100.00| 845.00000 7605.00 JUNCTION BOX | | | 0460 662-06(H18X18 19.000 EA | 1000.00000 19000.00| 1100.00000 20900.00| 1185.00000 22515.00 JUNCTION BOX | | | 0465 662-07(250) 25.000 EA | 375.00000 9375.00| 300.00000 7500.00| 395.00000 9875.00 LUMINAIRES | | | 0470 662-08(1) 1.000 LS | 15000.00000 15000.00| 7500.00000 7500.00| 21485.00000 21485.00 CABLE | | | 0475 662-08(2) 1.000 LS | 12000.00000 12000.00| 9500.00000 9500.00| 11775.00000 11775.00 CABLE | | | 0480 662-10(40-10I 2.000 EA | 2500.00000 5000.00| 2325.00000 4650.00| 2490.00000 4980.00 LIGHTING SUPPORT, TYPE I | | | 0485 662-10(40-12I 23.000 EA | 2300.00000 52900.00| 2325.00000 53475.00| 2490.00000 57270.00 LIGHTING SUPPORT, TYPE I | | | 0490 662-13(1) 1.000 LS | 5000.00000 5000.00| 4500.00000 4500.00| 6535.00000 6535.00 SERVICE AND CONTROL STATION | | | 0495 662-13(2) 1.000 LS | 5000.00000 5000.00| 4500.00000 4500.00| 6535.00000 6535.00 SERVICE AND CONTROL STATION | | | 0500 662-14 LUMP| 100.00000 100.00| 2750.00000 2750.00| 100.00000 100.00 INCIDENTAL ELECTRICAL WORK | | | 0505 662-15(1) 1.000 LS | 100.00000 100.00| 125.00000 125.00| 100.00000 100.00 ELECTRICAL TESTS | | | 0510 662-15(2) 1.000 LS | 100.00000 100.00| 125.00000 125.00| 100.00000 100.00 ELECTRICAL TESTS | | | 0515 663-01-1(II)W 11400.000 LF | 0.22000 2508.00| 0.21000 2394.00| 0.15000 1710.00 EDGE LINE, WHITE | | | 0520 663-02-1(II)W 1120.000 LF | 0.22000 246.40| 0.21000 235.20| 0.20000 224.00 LANE LINE OR CENTERLINE, WHITE | | | 0525 663-03-1(II) 13210.000 LF | 0.25000 3302.50| 0.23000 3038.30| 0.15000 1981.50 BARRIER LINES | | | 0530 663-04(II) 1975.000 LF | 0.35000 691.25| 0.35000 691.25| 0.25000 493.75 TYPE II CHANNELIZING LINES | | | 0535 663-05(V) 140.000 LF | 8.00000 1120.00| 7.30000 1022.00| 11.00000 1540.00 TYPE V, STOP LINES (24 IN) | | | 0540 663-06(II) 170.000 LF | 2.00000 340.00| 1.85000 314.50| 5.50000 935.00 TYPE II, CROSSWALK LINES | | | 0545 663-07(II)Y 300.000 LF | 2.50000 750.00| 2.35000 705.00| 5.50000 1650.00 TYPE II, STRIPE YELLOW (12 IN) | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 001 -30 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9920008 COUNTIES : BARBOUR LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(7) 52-1038868 |(8) 34-4272670 |(9) 39-0884623 |CORMAN CONSTRUCTION, INC. |S. E. JOHNSON COMPANIES, INC|EDWARD KRAEMER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0550 663-10(V) 25.000 EA | 180.00000 4500.00| 170.00000 4250.00| 175.00000 4375.00 TYPE V, LANE ARROWS | | | 0555 663-11(V) 32.000 EA | 55.00000 1760.00| 50.00000 1600.00| 65.00000 2080.00 TYPE V, LANE LETTERS | | | 0556 664-01(IV) 4.000 EA | 7000.00000 28000.00| 7000.00000 28000.00| 7000.00000 28000.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 0560 401-1(1)SG AA1 9229.000 TN | 30.00000 276870.00| 34.85000 321630.65| 28.58000 263764.82 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0565 401-1(1)S AA2 8460.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0570 402-01(1)SG AB1 1196.000 TN | 42.00000 50232.00| 41.00000 49036.00| 39.08000 46739.68 HMA SKID PVT, (W-1) ST OR GR | | | 0575 402-01(1)S AB2 1097.000 TN | | | HMA SKID PVT, (W-1) SLAG | | | 0580 604-02(18)A7 AD1 90.000 LF | 45.00000 4050.00| 55.00000 4950.00| 55.00000 4950.00 FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0585 604-25(18)A7 AD2 90.000 LF | | | CORRUGATED ALUMINUM ALLOY PIPE | | | 0590 604-02(18)A7 AE1 94.000 LF | 45.00000 4230.00| 55.00000 5170.00| 55.00000 5170.00 FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0595 604-25(18)A7 AE2 94.000 LF | | | CORRUGATED ALUMINUM ALLOY PIPE | | | 0600 604-37(18)III AE3 94.000 LF | | | REINFORCED CONCRETE PIPE | | | 0605 604-02(24)A7 AF1 85.000 LF | 50.00000 4250.00| 60.00000 5100.00| 60.00000 5100.00 FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0610 604-25(24)A7 AF2 85.000 LF | | | CORRUGATED ALUMINUM ALLOY PIPE | | | 0615 604-02(24)A7 AG1 489.000 LF | 55.00000 26895.00| 60.00000 29340.00| 60.00000 29340.00 FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0620 604-25(24)A7 AG2 489.000 LF | | | CORRUGATED ALUMINUM ALLOY PIPE | | | 0625 604-37(24)III AG3 489.000 LF | | | REINFORCED CONCRETE PIPE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 001 -31 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9920008 COUNTIES : BARBOUR LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(7) 52-1038868 |(8) 34-4272670 |(9) 39-0884623 |CORMAN CONSTRUCTION, INC. |S. E. JOHNSON COMPANIES, INC|EDWARD KRAEMER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 4,287,023.90| $ 4,305,929.40| $ 4,957,775.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 COMPUTER SYSTEM | | | 0630 640-04 LUMP| 3000.00000 3000.00| 5000.00000 5000.00| 4000.00000 4000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 3,000.00| $ 5,000.00| $ 4,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 BRIDGE #4988 | | | 0640 212-01 2683.000 CY | 13.00000 34879.00| 50.00000 134150.00| 77.00000 206591.00 STRUCTURE EXCAVATION | | | 0645 212-02 795.000 CY | 15.00000 11925.00| 100.00000 79500.00| 63.00000 50085.00 WET EXCAVATION | | | 0650 212-04 3.000 EA | 32000.00000 96000.00| 80000.00000 240000.00| 34000.00000 102000.00 COFFERDAMS | | | 0660 218-04(12I) 679.000 SY | 20.00000 13580.00| 40.00000 27160.00| 8.00000 5432.00 CRUSHED ROCK SLOPE PROTECTION | | | 0665 601-02 3478.000 CY | 600.00000 2086800.00| 350.00000 1217300.00| 420.00000 1460760.00 CLASS B CONCRETE | | | 0670 601-03 1443.000 CY | 625.00000 901875.00| 750.00000 1082250.00| 465.00000 670995.00 CLASS K CONCRETE | | | 0675 602-01 993057.000 LB | 0.55000 546181.35| 0.65000 645487.05| 0.60000 595834.20 REINFORCING STEEL BARS | | | 0680 602-02 432281.000 LB | 0.60000 259368.60| 0.75000 324210.75| 0.65000 280982.65 EPOXY COATED REINFORCING STEELBARS | | | 0685 603-18(84) 4454.500 LF | 195.00000 868627.50| 250.00000 1113625.00| 210.00000 935445.00 PRESTRESSED CONCRETE I BEAMS, 84IN | | | 0686 608-01(4F) 265.500 LF | 55.00000 14602.50| 60.00000 15930.00| 41.00000 10885.50 RIGHT-OF-WAY FENCE, CHAIN LINK TYPE | | | 0687 617-03 1631.500 LF | 50.00000 81575.00| 55.00000 89732.50| 34.00000 55471.00 ALUMINUM RAILING | | | 0690 625-01(36) 1132.000 LF | 155.00000 175460.00| 200.00000 226400.00| 240.00000 271680.00 DRILLED CASSIONS 36 IN DIAMETER | | | 0695 625-03(36) 1389.000 LF | 185.00000 256965.00| 200.00000 277800.00| 240.00000 333360.00 ROCK SOCKET 36 IN FOUNDATION | | | 0700 639-01 LUMP| 30000.00000 30000.00| 35000.00000 35000.00| 21500.00000 21500.00 CONSTRUCTION LAYOUT STAKES | | | 0701 679-06 LUMP| 500.00000 500.00| 600.00000 600.00| 500.00000 500.00 TEST SLAB | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 001 -32 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9920008 COUNTIES : BARBOUR LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(7) 52-1038868 |(8) 34-4272670 |(9) 39-0884623 |CORMAN CONSTRUCTION, INC. |S. E. JOHNSON COMPANIES, INC|EDWARD KRAEMER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0702 679-02 BA1 244.000 CY | | | LATEX MODIFED PORTLAND CEMENT CONCRETE | | | OVERLAY BRIDGE DECK | | | 0703 679-04M BA2 244.000 CY | 600.00000 146400.00| 400.00000 97600.00| 721.00000 175924.00 MICROSILICA CONCRETE OVERLAY | | | SECTION TOTALS | $ 5,524,738.95| $ 5,606,745.30| $ 5,177,445.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 SANITARY SEWER RELOCATION | | | 0705 211-02 199.000 CY | 40.00000 7960.00| 60.00000 11940.00| 25.00000 4975.00 ROCK BORROW EXCAVATION | | | 0710 675-07(6) 321.000 LF | 50.00000 16050.00| 20.00000 6420.00| 26.00000 8346.00 PLASTIC SEWER PIPE | | | 0715 675-07(8) 330.000 LF | 50.00000 16500.00| 20.00000 6600.00| 34.00000 11220.00 PLASTIC SEWER PIPE | | | 0720 675-07(12) 4.000 LF | 1000.00000 4000.00| 40.00000 160.00| 42.00000 168.00 PLASTIC SEWER PIPE | | | 0725 675-07(15) 581.000 LF | 55.00000 31955.00| 15.00000 8715.00| 68.00000 39508.00 PLASTIC SEWER PIPE | | | 0730 675-08(6)I,51 66.000 LF | 150.00000 9900.00| 30.00000 1980.00| 30.00000 1980.00 DUCTILE IRON SEWER PIPE , TYPE I, CLASS | | | 51 | | | 0735 675-14 6.000 EA | 3000.00000 18000.00| 4500.00000 27000.00| 2200.00000 13200.00 MANHOLE COMPLETE, INCLUDING CASTINGS | | | 0740 675-15 2.000 EA | 5000.00000 10000.00| 2500.00000 5000.00| 2600.00000 5200.00 DROP MANHOLE COMPLETE, INCLUDING | | | CASTINGS | | | 0745 675-17 3.000 EA | 1500.00000 4500.00| 500.00000 1500.00| 800.00000 2400.00 ABANDONING MANHOLE | | | 0750 675-21(12).25 69.000 LF | 475.00000 32775.00| 125.00000 8625.00| 180.00000 12420.00 STEEL CASING PIPE | | | 0755 675-21(16).25 60.000 LF | 500.00000 30000.00| 160.00000 9600.00| 190.00000 11400.00 STEEL CASING PIPE | | | 0760 675-21(24).38 273.000 LF | 375.00000 102375.00| 275.00000 75075.00| 260.00000 70980.00 STEEL CASING PIPE | | | 0765 675-27 1.000 EA | 1500.00000 1500.00| 350.00000 350.00| 1000.00000 1000.00 MANHOLE REMOVAL | | | 0770 675-29-1 1.000 EA | 1500.00000 1500.00| 250.00000 250.00| 900.00000 900.00 CLEANOUT | | | 0775 639-01 LUMP| 5000.00000 5000.00| 3500.00000 3500.00| 4000.00000 4000.00 CONSTRUCTION LAYOUT STAKES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 001 -33 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9920008 COUNTIES : BARBOUR LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(7) 52-1038868 |(8) 34-4272670 |(9) 39-0884623 |CORMAN CONSTRUCTION, INC. |S. E. JOHNSON COMPANIES, INC|EDWARD KRAEMER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 292,015.00| $ 166,715.00| $ 187,697.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 RETAINING WALL @ STA.59+41 | | | 0780 601-02 45.000 CY | 100.00000 4500.00| 85.00000 3825.00| 235.00000 10575.00 CLASS B CONCRETE | | | 0785 614-1(W10X42) 197.680 LF | 60.00000 11860.80| 60.00000 11860.80| 68.00000 13442.24 STEEL PILES | | | 0790 614-1(W12X85) 347.190 LF | 65.00000 22567.35| 60.00000 20831.40| 62.00000 21525.78 STEEL PILES | | | 0795 614-1(W8X21) 190.000 LF | 20.00000 3800.00| 60.00000 11400.00| 36.00000 6840.00 STEEL PILES | | | 0800 614-3 1693.000 SF | 12.00000 20316.00| 15.00000 25395.00| 24.00000 40632.00 CONCRETE LAGGING | | | 0805 639-01 LUMP| 500.00000 500.00| 1500.00000 1500.00| 2600.00000 2600.00 CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ 63,544.15| $ 74,812.20| $ 95,615.02 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 BOX CULVERT @ U.S. RTE. 119 | | | 0810 212-01 58.000 CY | 75.00000 4350.00| 150.00000 8700.00| 40.00000 2320.00 STRUCTURE EXCAVATION | | | 0815 60474229810Q9 22.500 LF | 1650.00000 37125.00| 2500.00000 56250.00| 1900.00000 42750.00 ALUMINUM BOX CULVERT, 22FT-9IN X | | | 8FT-10IN, Q9 | | | 0820 639-01 LUMP| 500.00000 500.00| 1500.00000 1500.00| 3200.00000 3200.00 CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ 41,975.00| $ 66,450.00| $ 48,270.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 CHESTNUT ST. DOUBLE BOX CULVERT BRIDGE #4999 | | | 0825 212-01 149.000 CY | 30.00000 4470.00| 100.00000 14900.00| 65.00000 9685.00 STRUCTURE EXCAVATION | | | 0830 218-04(12I) 240.000 SY | 20.00000 4800.00| 40.00000 9600.00| 26.00000 6240.00 CRUSHED ROCK SLOPE PROTECTION | | | 0835 601-02 302.000 CY | 450.00000 135900.00| 650.00000 196300.00| 385.00000 116270.00 CLASS B CONCRETE | | | 0840 602-01 56463.000 LB | 0.50000 28231.50| 0.65000 36700.95| 0.55000 31054.65 REINFORCING STEEL BARS | | | 0845 639-01 LUMP| 500.00000 500.00| 4500.00000 4500.00| 2400.00000 2400.00 CONSTRUCTION LAYOUT STAKES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 001 -34 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9920008 COUNTIES : BARBOUR LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(7) 52-1038868 |(8) 34-4272670 |(9) 39-0884623 |CORMAN CONSTRUCTION, INC. |S. E. JOHNSON COMPANIES, INC|EDWARD KRAEMER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 173,901.50| $ 262,000.95| $ 165,649.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 10,386,198.50| $ 10,487,652.85| $ 10,636,452.92 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 001 -35 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9920008 COUNTIES : BARBOUR LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(10) 31-1316393 |(11) 62-1345425 | |AHERN & ASSOCIATES, 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 201-01 1.000 LS | 329312.88000 329312.88| 1917000.00000 1917000.00| CLEARING AND GRUBBING | | | 0010 202-01(03) 1.000 LS | 3000.00000 3000.00| 5000.00000 5000.00| BUILDING DEMOLITION | | | 0012 202-01(08) 1.000 LS | 3000.00000 3000.00| 7000.00000 7000.00| BUILDING DEMOLITION | | | 0015 202-01(10) 1.000 LS | 3000.00000 3000.00| 8000.00000 8000.00| BUILDING DEMOLITION | | | 0020 202-01(14) 1.000 LS | 3000.00000 3000.00| 9000.00000 9000.00| BUILDING DEMOLITION | | | 0025 202-01(17) 1.000 LS | 3000.00000 3000.00| 8000.00000 8000.00| BUILDING DEMOLITION | | | 0030 202-01(18) 1.000 LS | 3000.00000 3000.00| 5000.00000 5000.00| BUILDING DEMOLITION | | | 0035 202-01(22) 1.000 LS | 3000.00000 3000.00| 10000.00000 10000.00| BUILDING DEMOLITION | | | 0040 204-01 LUMP| 321500.00000 321500.00| 360000.00000 360000.00| MOBILIZATION | | | 0045 207-01 293000.000 CY | 8.00000 2344000.00| 8.50000 2490500.00| UNCLASSIFIED EXCAVATION | | | 0050 207-02 3361.000 CY | 31.00000 104191.00| 23.00000 77303.00| SUBGRADE | | | 0055 207-34 22399.000 SY | 0.85000 19039.15| 1.00000 22399.00| FABRIC FOR SEPARATION | | | 0060 211-02 13277.000 CY | 22.00000 292094.00| 25.00000 331925.00| ROCK BORROW EXCAVATION | | | 0061 212-05 590.000 CY | 100.00000 59000.00| 50.00000 29500.00| SELECT MATERIAL FOR BACKFILLING | | | 0065 307-01 365.000 CY | 45.00000 16425.00| 50.00000 18250.00| CLASS 1 AGGREGATE BASE COURSE | | | 0070 308-01 2290.000 TN | 22.00000 50380.00| 28.00000 64120.00| CLASS 1 AGGREGATE BASE COURSE | | | 0075 311-06 2120.000 CY | 55.50000 117660.00| 30.00000 63600.00| OPEN GRADED FREE DRAINING BASE COURSE | | | 0080 408-02 100.000 GA | 1.00000 100.00| 1.25000 125.00| BITUMINOUS MATERIAL | | | 0085 409-02 435.000 GA | 1.00000 435.00| 1.25000 543.75| BITUMINOUS MATERIAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 001 -36 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9920008 COUNTIES : BARBOUR LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(10) 31-1316393 |(11) 62-1345425 | |AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 415-05 188.000 SY | 8.00000 1504.00| 25.00000 4700.00| REMOVE EXISTING PAVEMENT SURFACE | | | 0100 502-01(12I) 198.000 SY | 220.00000 43560.00| 130.00000 25740.00| PORTLAND CEMENT CONCRETE APPROACH SLAB | | | 0101 501-10 2.000 EA | 1.00000 2.00| 100.00000 200.00| BRIDGE APPROACH EXPANSION JOINT | | | 0102 601-02 24.300 CY | 1100.00000 26730.00| 2000.00000 48600.00| CLASS B CONCRETE | | | 0103 60429(22X13A7 48.000 LF | 58.00000 2784.00| 200.00000 9600.00| CORRUGATED ALUMINUM ALLOY PIPE ARCH | | | 0104 604-32(22X13) 4.000 EA | 350.00000 1400.00| 2200.00000 8800.00| END SECTION FOR CORRUGATED ALUMINUM | | | ALLOY PIPE ARCH | | | 0105 604-37(18)III 403.000 LF | 65.00000 26195.00| 55.00000 22165.00| REINFORCED CONCRETE PIPE | | | 0106 604-37(24)III 854.000 LF | 73.00000 62342.00| 60.00000 51240.00| REINFORCED CONCRETE PIPE | | | 0107 604-37(36)III 160.000 LF | 107.00000 17120.00| 110.00000 17600.00| REINFORCED CONCRETE PIPE | | | 0108 604-37(42)III 124.000 LF | 121.00000 15004.00| 145.00000 17980.00| REINFORCED CONCRETE PIPE | | | 0109 604-38(18) 1.000 EA | 700.00000 700.00| 2500.00000 2500.00| REINFORCED CONCRETE END SECTION FOR | | | ROUND CONCRETE PIPE | | | 0110 605-01 6.000 EA | 3600.00000 21600.00| 3000.00000 18000.00| TYPE A MANHOLE | | | 0115 605-07 12.000 EA | 4300.00000 51600.00| 4500.00000 54000.00| TYPE E INLET | | | 0120 605-09 8.000 EA | 1500.00000 12000.00| 2000.00000 16000.00| TYPE G INLET | | | 0125 605-10 1.000 EA | 3200.00000 3200.00| 3000.00000 3000.00| TYPE H INLET | | | 0126 606-25(6) 320.000 LF | 12.50000 4000.00| 8.00000 2560.00| UNDERDRAIN PIPE | | | 0130 606-29 6337.000 LF | 9.00000 57033.00| 8.00000 50696.00| FREE DRAINING BASE (FDB) TRENCH | | | 0135 606-30 1181.000 LF | 18.00000 21258.00| 6.00000 7086.00| OUTLET PIPE | | | 0140 607-01(I) 4367.000 LF | 8.70000 37992.90| 10.00000 43670.00| TYPE 1 GUARDRAIL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 001 -37 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9920008 COUNTIES : BARBOUR LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(10) 31-1316393 |(11) 62-1345425 | |AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0145 607-09-1 51.000 LF | 3.00000 153.00| 8.00000 408.00| TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0150 607-65 4.000 EA | 1300.00000 5200.00| 1500.00000 6000.00| FLARED END TERMINAL | | | 0155 607-06 4.000 EA | 650.00000 2600.00| 700.00000 2800.00| THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0160 609-01 450.000 SY | 46.00000 20700.00| 75.00000 33750.00| CONCRETE SIDEWALK | | | 0165 609-02 75.000 CY | 40.00000 3000.00| 55.00000 4125.00| BED COURSE MATERIAL | | | 0170 610-01(I) 1421.000 LF | 33.00000 46893.00| 45.00000 63945.00| PLAIN CONCRETE CURBING | | | 0175 610-03(I) 360.000 LF | 38.00000 13680.00| 45.00000 16200.00| COMBINATION CONCRETE CURB AND GUTTER | | | 0180 610-05(I) 80.000 LF | 33.00000 2640.00| 25.00000 2000.00| BITUMINOUS CURBING | | | 0200 633-03 14.200 CY | 100.00000 1420.00| 350.00000 4970.00| DUMPED ROCK GUTTER | | | 0205 636-07 14400.000 LF | 0.50000 7200.00| 0.60000 8640.00| ERADICATION OF PAVEMENT MARKINGS | | | 0210 636-08 10000.000 LF | 0.15000 1500.00| 0.20000 2000.00| TEMPORARY PAVEMENT MARKINGS-PAINT 4IN | | | SOLID LINE | | | 0215 636-09 30000.000 LF | 1.00000 30000.00| 1.10000 33000.00| TEMPORARY PAVEMENT MARKINGS-TAPE 4 IN | | | SOLID LINE | | | 0220 636-11 21345.000 UN | 0.90000 19210.50| 1.00000 21345.00| TRAFFIC CONTROL DEVICES | | | 0225 636-12 3.000 EA | 300.00000 900.00| 350.00000 1050.00| CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICES | | | 0230 636-13 200.000 EA | 3.00000 600.00| 3.20000 640.00| CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICES | | | 0235 636-14 1200.000 HR | 25.00000 30000.00| 35.00000 42000.00| FLAGGER | | | 0240 636-17 992.000 LF | 25.00000 24800.00| 12.00000 11904.00| TEMPORARY CONCRETE BARRIERS | | | 0245 636-19 250.000 LF | 9.00000 2250.00| 10.00000 2500.00| TEMPORARY GUARDRAIL BARRIER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 001 -38 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9920008 COUNTIES : BARBOUR LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(10) 31-1316393 |(11) 62-1345425 | |AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0250 636-24 125.000 LF | 35.00000 4375.00| 200.00000 25000.00| TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0255 636-25(A) 3000.000 DA | 0.50000 1500.00| 0.60000 1800.00| WARNING LIGHTS | | | 0260 636-25(B) 6000.000 DA | 1.65000 9900.00| 2.50000 15000.00| WARNING LIGHTS | | | 0265 636-25(C) 3000.000 DA | 0.50000 1500.00| 0.60000 1800.00| WARNING LIGHTS | | | 0275 637-01 445.000 MG | 50.00000 22250.00| 10.00000 4450.00| WATER FOR DUST PALLIATIVE | | | 0280 638-02 93.000 EA | 25.00000 2325.00| 100.00000 9300.00| RIGHT OF WAY MARKERS | | | 0285 639-01 LUMP| 75000.00000 75000.00| 125000.00000 125000.00| CONSTRUCTION LAYOUT STAKES | | | 0290 640-01 LUMP| 14000.00000 14000.00| 20000.00000 20000.00| STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0295 640-03 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| BUILDING EQUIPMENT | | | 0300 642-01 6240.000 LF | 0.50000 3120.00| 1.50000 9360.00| TEMPORARY BERMS | | | 0305 642-02 1438.000 LF | 10.00000 14380.00| 1.50000 2157.00| SLOPE DRAINS | | | 0310 642-03-1 27.000 EA | 55.00000 1485.00| 105.00000 2835.00| DITCH CHECKS | | | 0315 642-03-2 33.000 EA | 200.00000 6600.00| 115.00000 3795.00| CHECK DAMS | | | 0320 642-03-3 301.000 CY | 5.50000 1655.50| 20.00000 6020.00| SEDIMENT TRAP | | | 0325 642-03-6 151.000 CY | 5.00000 755.00| 26.00000 3926.00| SEDIMENT REMOVAL | | | 0330 642-04-1 70.000 LB | 1.70000 119.00| 2.00000 140.00| TEMPORARY SEED | | | 0335 642-04-3 955.000 LB | 3.20000 3056.00| 4.00000 3820.00| SEED MIXTURE D | | | 0340 642-05-1 12.600 TN | 640.00000 8064.00| 700.00000 8820.00| STRAW OR HAY MULCH | | | 0345 642-05-2 6.900 TN | 640.00000 4416.00| 700.00000 4830.00| WOOD CELLULOSE FIBER MULCH | | | 0350 642-06 6.200 TN | 760.00000 4712.00| 800.00000 4960.00| FERTILIZER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 001 -39 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9920008 COUNTIES : BARBOUR LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(10) 31-1316393 |(11) 62-1345425 | |AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0355 642-11 1653.000 EA | 10.00000 16530.00| 5.00000 8265.00| HAY OR STRAW BALES | | | 0360 642-12 4954.000 LF | 2.50000 12385.00| 3.50000 17339.00| SILT FENCE | | | 0365 652-01 23.200 TN | 60.00000 1392.00| 70.00000 1624.00| AGRICULTURAL LIMESTONE | | | 0370 652-02-1 7.700 TN | 760.00000 5852.00| 800.00000 6160.00| FERTILIZER, 10-20-10 | | | 0375 652-02-2 2.400 TN | 940.00000 2256.00| 1000.00000 2400.00| UREA FORMALDEHYDE FERTILIZER | | | 0380 652-03-1 108.000 LB | 2.40000 259.20| 3.00000 324.00| SEED MIXTURES B, C-1 OR C-2 | | | 0385 652-03-2 955.000 LB | 1.70000 1623.50| 2.00000 1910.00| SEED MIXTURES D | | | 0390 652-04-1 12.600 TN | 640.00000 8064.00| 700.00000 8820.00| STRAW OR HAY MULCH | | | 0395 652-04-2 6.900 TN | 640.00000 4416.00| 700.00000 4830.00| WOOD CELLULOSE FIBER MULCH | | | 0400 655-01 1035.000 SY | 1.55000 1604.25| 2.00000 2070.00| MATTING | | | 0405 657-06(S4X7.7 122.000 LF | 19.25000 2348.50| 20.00000 2440.00| A-441SUPPORTS, GALVANIZED | | | 0410 657-08 602.000 LF | 5.00000 3010.00| 7.00000 4214.00| (2.00LB) CHANNEL POSTS | | | 0415 657-10 631.000 LF | 7.00000 4417.00| 8.00000 5048.00| (3.00LB) CHANNEL POSTS | | | 0420 657-17 2.400 CY | 650.00000 1560.00| 750.00000 1800.00| CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0425 657-18 10.000 EA | 25.00000 250.00| 30.00000 300.00| POST REMOVAL | | | 0430 661-01(1) 514.000 SF | 21.10000 10845.40| 23.00000 11822.00| (0.080),FLAT SHEET SIGNS | | | 0435 661-04(1) 78.000 EA | 4.50000 351.00| 5.00000 390.00| DELINEATORS, REFLEX REFLECTOR ,WHITE | | | SINGLE | | | 0440 661-08 6.000 EA | 60.00000 360.00| 70.00000 420.00| DELINEATOR BRACKET, TYPE A | | | 0445 662-02(1) 1.000 LS | 29500.00000 29500.00| 34000.00000 34000.00| GALVANIZED STEEL CONDUIT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 001 -40 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9920008 COUNTIES : BARBOUR LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(10) 31-1316393 |(11) 62-1345425 | |AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 662-02(2) 1.000 LS | 39500.00000 39500.00| 45000.00000 45000.00| GALVANIZED STEEL CONDUIT | | | 0455 662-06(A) 9.000 EA | 900.00000 8100.00| 1000.00000 9000.00| JUNCTION BOX | | | 0460 662-06(H18X18 19.000 EA | 1100.00000 20900.00| 1200.00000 22800.00| JUNCTION BOX | | | 0465 662-07(250) 25.000 EA | 300.00000 7500.00| 330.00000 8250.00| LUMINAIRES | | | 0470 662-08(1) 1.000 LS | 7500.00000 7500.00| 9500.00000 9500.00| CABLE | | | 0475 662-08(2) 1.000 LS | 9500.00000 9500.00| 12000.00000 12000.00| CABLE | | | 0480 662-10(40-10I 2.000 EA | 2325.00000 4650.00| 2500.00000 5000.00| LIGHTING SUPPORT, TYPE I | | | 0485 662-10(40-12I 23.000 EA | 2350.00000 54050.00| 2600.00000 59800.00| LIGHTING SUPPORT, TYPE I | | | 0490 662-13(1) 1.000 LS | 4500.00000 4500.00| 6500.00000 6500.00| SERVICE AND CONTROL STATION | | | 0495 662-13(2) 1.000 LS | 4500.00000 4500.00| 6500.00000 6500.00| SERVICE AND CONTROL STATION | | | 0500 662-14 LUMP| 2750.00000 2750.00| 3000.00000 3000.00| INCIDENTAL ELECTRICAL WORK | | | 0505 662-15(1) 1.000 LS | 125.00000 125.00| 200.00000 200.00| ELECTRICAL TESTS | | | 0510 662-15(2) 1.000 LS | 125.00000 125.00| 200.00000 200.00| ELECTRICAL TESTS | | | 0515 663-01-1(II)W 11400.000 LF | 0.15000 1710.00| 0.20000 2280.00| EDGE LINE, WHITE | | | 0520 663-02-1(II)W 1120.000 LF | 0.20000 224.00| 0.25000 280.00| LANE LINE OR CENTERLINE, WHITE | | | 0525 663-03-1(II) 13210.000 LF | 0.15000 1981.50| 0.20000 2642.00| BARRIER LINES | | | 0530 663-04(II) 1975.000 LF | 0.25000 493.75| 0.30000 592.50| TYPE II CHANNELIZING LINES | | | 0535 663-05(V) 140.000 LF | 11.00000 1540.00| 13.00000 1820.00| TYPE V, STOP LINES (24 IN) | | | 0540 663-06(II) 170.000 LF | 5.50000 935.00| 6.00000 1020.00| TYPE II, CROSSWALK LINES | | | 0545 663-07(II)Y 300.000 LF | 5.50000 1650.00| 6.00000 1800.00| TYPE II, STRIPE YELLOW (12 IN) | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 001 -41 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9920008 COUNTIES : BARBOUR LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(10) 31-1316393 |(11) 62-1345425 | |AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0550 663-10(V) 25.000 EA | 175.00000 4375.00| 200.02000 5000.50| TYPE V, LANE ARROWS | | | 0555 663-11(V) 32.000 EA | 65.00000 2080.00| 70.00000 2240.00| TYPE V, LANE LETTERS | | | 0556 664-01(IV) 4.000 EA | 7000.00000 28000.00| 8000.00000 32000.00| IMPACT ATTENUATING DEVICE, TYPE IV | | | 0560 401-1(1)SG AA1 9229.000 TN | 29.00000 267641.00| 32.00000 295328.00| HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0565 401-1(1)S AA2 8460.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0570 402-01(1)SG AB1 1196.000 TN | 39.25000 46943.00| 44.00000 52624.00| HMA SKID PVT, (W-1) ST OR GR | | | 0575 402-01(1)S AB2 1097.000 TN | | | HMA SKID PVT, (W-1) SLAG | | | 0580 604-02(18)A7 AD1 90.000 LF | 39.00000 3510.00| | FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0585 604-25(18)A7 AD2 90.000 LF | | 55.00000 4950.00| CORRUGATED ALUMINUM ALLOY PIPE | | | 0590 604-02(18)A7 AE1 94.000 LF | 38.00000 3572.00| | FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0595 604-25(18)A7 AE2 94.000 LF | | | CORRUGATED ALUMINUM ALLOY PIPE | | | 0600 604-37(18)III AE3 94.000 LF | | 55.00000 5170.00| REINFORCED CONCRETE PIPE | | | 0605 604-02(24)A7 AF1 85.000 LF | 43.00000 3655.00| | FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0610 604-25(24)A7 AF2 85.000 LF | | 60.00000 5100.00| CORRUGATED ALUMINUM ALLOY PIPE | | | 0615 604-02(24)A7 AG1 489.000 LF | 63.00000 30807.00| | FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0620 604-25(24)A7 AG2 489.000 LF | | | CORRUGATED ALUMINUM ALLOY PIPE | | | 0625 604-37(24)III AG3 489.000 LF | | 60.00000 29340.00| REINFORCED CONCRETE PIPE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 001 -42 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9920008 COUNTIES : BARBOUR LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(10) 31-1316393 |(11) 62-1345425 | |AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 5,144,962.03| $ 7,087,805.75| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 COMPUTER SYSTEM | | | 0630 640-04 LUMP| 4000.00000 4000.00| 7000.00000 7000.00| COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 4,000.00| $ 7,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 BRIDGE #4988 | | | 0640 212-01 2683.000 CY | 42.00000 112686.00| 28.00000 75124.00| STRUCTURE EXCAVATION | | | 0645 212-02 795.000 CY | 50.00000 39750.00| 90.00000 71550.00| WET EXCAVATION | | | 0650 212-04 3.000 EA | 25000.00000 75000.00| 40000.00000 120000.00| COFFERDAMS | | | 0660 218-04(12I) 679.000 SY | 12.50000 8487.50| 25.00000 16975.00| CRUSHED ROCK SLOPE PROTECTION | | | 0665 601-02 3478.000 CY | 325.00000 1130350.00| 350.00000 1217300.00| CLASS B CONCRETE | | | 0670 601-03 1443.000 CY | 560.00000 808080.00| 440.00000 634920.00| CLASS K CONCRETE | | | 0675 602-01 993057.000 LB | 0.70000 695139.90| 0.65000 645487.05| REINFORCING STEEL BARS | | | 0680 602-02 432281.000 LB | 0.75000 324210.75| 0.75000 324210.75| EPOXY COATED REINFORCING STEELBARS | | | 0685 603-18(84) 4454.500 LF | 188.00000 837446.00| 200.00000 890900.00| PRESTRESSED CONCRETE I BEAMS, 84IN | | | 0686 608-01(4F) 265.500 LF | 75.00000 19912.50| 64.00000 16992.00| RIGHT-OF-WAY FENCE, CHAIN LINK TYPE | | | 0687 617-03 1631.500 LF | 40.00000 65260.00| 86.00000 140309.00| ALUMINUM RAILING | | | 0690 625-01(36) 1132.000 LF | 250.00000 283000.00| 130.00000 147160.00| DRILLED CASSIONS 36 IN DIAMETER | | | 0695 625-03(36) 1389.000 LF | 250.00000 347250.00| 145.00000 201405.00| ROCK SOCKET 36 IN FOUNDATION | | | 0700 639-01 LUMP| 25000.00000 25000.00| 20000.20000 20000.20| CONSTRUCTION LAYOUT STAKES | | | 0701 679-06 LUMP| 500.00000 500.00| 2000.00000 2000.00| TEST SLAB | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 001 -43 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9920008 COUNTIES : BARBOUR LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(10) 31-1316393 |(11) 62-1345425 | |AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0702 679-02 BA1 244.000 CY | | | LATEX MODIFED PORTLAND CEMENT CONCRETE | | | OVERLAY BRIDGE DECK | | | 0703 679-04M BA2 244.000 CY | 655.00000 159820.00| 125.00000 30500.00| MICROSILICA CONCRETE OVERLAY | | | SECTION TOTALS | $ 4,931,892.65| $ 4,554,833.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 SANITARY SEWER RELOCATION | | | 0705 211-02 199.000 CY | 46.00000 9154.00| 40.00000 7960.00| ROCK BORROW EXCAVATION | | | 0710 675-07(6) 321.000 LF | 23.00000 7383.00| 50.00000 16050.00| PLASTIC SEWER PIPE | | | 0715 675-07(8) 330.000 LF | 62.00000 20460.00| 55.00000 18150.00| PLASTIC SEWER PIPE | | | 0720 675-07(12) 4.000 LF | 179.00000 716.00| 1200.00000 4800.00| PLASTIC SEWER PIPE | | | 0725 675-07(15) 581.000 LF | 62.00000 36022.00| 65.00000 37765.00| PLASTIC SEWER PIPE | | | 0730 675-08(6)I,51 66.000 LF | 34.00000 2244.00| 175.00000 11550.00| DUCTILE IRON SEWER PIPE , TYPE I, CLASS | | | 51 | | | 0735 675-14 6.000 EA | 5200.00000 31200.00| 3000.00000 18000.00| MANHOLE COMPLETE, INCLUDING CASTINGS | | | 0740 675-15 2.000 EA | 4500.00000 9000.00| 5500.00000 11000.00| DROP MANHOLE COMPLETE, INCLUDING | | | CASTINGS | | | 0745 675-17 3.000 EA | 550.00000 1650.00| 1800.00000 5400.00| ABANDONING MANHOLE | | | 0750 675-21(12).25 69.000 LF | 210.00000 14490.00| 525.00000 36225.00| STEEL CASING PIPE | | | 0755 675-21(16).25 60.000 LF | 250.00000 15000.00| 540.00000 32400.00| STEEL CASING PIPE | | | 0760 675-21(24).38 273.000 LF | 315.00000 85995.00| 380.00000 103740.00| STEEL CASING PIPE | | | 0765 675-27 1.000 EA | 2300.00000 2300.00| 2000.00000 2000.00| MANHOLE REMOVAL | | | 0770 675-29-1 1.000 EA | 450.00000 450.00| 2000.00000 2000.00| CLEANOUT | | | 0775 639-01 LUMP| 2500.00000 2500.00| 10000.00000 10000.00| CONSTRUCTION LAYOUT STAKES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 001 -44 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9920008 COUNTIES : BARBOUR LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(10) 31-1316393 |(11) 62-1345425 | |AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 238,564.00| $ 317,040.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 RETAINING WALL @ STA.59+41 | | | 0780 601-02 45.000 CY | 92.00000 4140.00| 90.00000 4050.00| CLASS B CONCRETE | | | 0785 614-1(W10X42) 197.680 LF | 56.00000 11070.08| 60.00000 11860.80| STEEL PILES | | | 0790 614-1(W12X85) 347.190 LF | 66.00000 22914.54| 70.00000 24303.30| STEEL PILES | | | 0795 614-1(W8X21) 190.000 LF | 20.00000 3800.00| 10.00000 1900.00| STEEL PILES | | | 0800 614-3 1693.000 SF | 12.20000 20654.60| 13.00000 22009.00| CONCRETE LAGGING | | | 0805 639-01 LUMP| 2500.00000 2500.00| 3000.90000 3000.90| CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ 65,079.22| $ 67,124.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 BOX CULVERT @ U.S. RTE. 119 | | | 0810 212-01 58.000 CY | 11.00000 638.00| 30.00000 1740.00| STRUCTURE EXCAVATION | | | 0815 60474229810Q9 22.500 LF | 3000.00000 67500.00| 2500.00000 56250.00| ALUMINUM BOX CULVERT, 22FT-9IN X | | | 8FT-10IN, Q9 | | | 0820 639-01 LUMP| 2500.00000 2500.00| 5000.00000 5000.00| CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ 70,638.00| $ 62,990.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 CHESTNUT ST. DOUBLE BOX CULVERT BRIDGE #4999 | | | 0825 212-01 149.000 CY | 100.00000 14900.00| 30.00000 4470.00| STRUCTURE EXCAVATION | | | 0830 218-04(12I) 240.000 SY | 17.00000 4080.00| 30.00000 7200.00| CRUSHED ROCK SLOPE PROTECTION | | | 0835 601-02 302.000 CY | 430.00000 129860.00| 420.00000 126840.00| CLASS B CONCRETE | | | 0840 602-01 56463.000 LB | 0.70000 39524.10| 0.75000 42347.25| REINFORCING STEEL BARS | | | 0845 639-01 LUMP| 7500.00000 7500.00| 3000.00000 3000.00| CONSTRUCTION LAYOUT STAKES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 001 -45 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9920008 COUNTIES : BARBOUR LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(10) 31-1316393 |(11) 62-1345425 | |AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 195,864.10| $ 183,857.25| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 10,651,000.00| $ 12,280,650.00| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 9907101 COUNTIES : CABELL LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : US60 AT GLEN CARLA DRIVE TO DEER CREEK PROJECT(S) : U306-0060/00-010.45 00 LOCATION: BARBOURSVILLE 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 54-0458233 DAVIS H. ELLIOT COMPANY, INC. $ 205,591.00 100.0000% 2 55-0343932 BAYLISS & RAMEY, INC. $ 213,458.75 103.8268% 3 55-0646159 WEST VIRGINIA SIGNAL AND LIGHT, INC. $ 249,117.00 121.1711% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9907101 COUNTIES : CABELL LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 54-0458233 |(2) 55-0343932 |(3) 55-0646159 |DAVIS H. ELLIOT COMPANY, INC|BAYLISS & RAMEY, INC. |WEST VIRGINIA SIGNAL & LIGHT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 TRAFFIC SIGNALS | | | 0005 204-01 LUMP| 5000.00000 5000.00| 4245.00000 4245.00| 10000.00000 10000.00 MOBILIZATION | | | 0010 636-11 9700.000 UN | 0.10000 970.00| 0.01000 97.00| 0.01000 97.00 TRAFFIC CONTROL DEVICES | | | 0015 636-14 290.000 HR | 0.10000 29.00| 0.10000 29.00| 15.00000 4350.00 FLAGGER | | | 0020 636-21 12.000 DA | 22.00000 264.00| 30.00000 360.00| 20.00000 240.00 ELECTRIC ARROW | | | 0025 660-01 LUMP| 9000.00000 9000.00| 9700.00000 9700.00| 12500.00000 12500.00 SIGNAL CONTROLLERS 01 | | | 0030 660-01 LUMP| 9500.00000 9500.00| 11135.00000 11135.00| 15000.00000 15000.00 SIGNAL CONTROLLERS 02 | | | 0035 660-01 LUMP| 9000.00000 9000.00| 9700.00000 9700.00| 12500.00000 12500.00 SIGNAL CONTROLLERS 03 | | | 0040 660-01 LUMP| 9000.00000 9000.00| 9700.00000 9700.00| 12500.00000 12500.00 SIGNAL CONTROLLERS 04 | | | 0045 660-02(LPS-C) 24.000 EA | 155.00000 3720.00| 163.75000 3930.00| 150.00000 3600.00 TRAFFIC DETECTORS | | | 0050 660-03(V-12) 84.000 EA | 310.00000 26040.00| 360.00000 30240.00| 325.00000 27300.00 SIGNAL SECTIONS | | | 0055 660-04(C1)A 6.000 EA | 2500.00000 15000.00| 3710.00000 22260.00| 5000.00000 30000.00 SIGNAL SUPPORTS, INSTALLATION ONLY | | | 0060 660-05(H) 12.000 EA | 900.00000 10800.00| 1050.00000 12600.00| 1250.00000 15000.00 JUNCTION BOXES, TYPE H | | | 0065 660-06(1) LUMP| 5010.00000 5010.00| 4000.00000 4000.00| 1000.00000 1000.00 SIGNAL INTERCONNECT | | | 0070 660-07 LUMP| 20000.00000 20000.00| 19525.00000 19525.00| 22500.00000 22500.00 MISCELLANEOUS SIGNAL 01 | | | 0075 660-07 LUMP| 15000.00000 15000.00| 17275.00000 17275.00| 20000.00000 20000.00 MISCELLANEOUS SIGNAL 02 | | | 0080 660-07 LUMP| 5000.00000 5000.00| 2950.00000 2950.00| 5000.00000 5000.00 MISCELLANEOUS SIGNAL 03 | | | 0085 660-07 LUMP| 20000.00000 20000.00| 15650.00000 15650.00| 17500.00000 17500.00 MISCELLANEOUS SIGNAL 04 | | | 0090 660-16 1.000 EA | 5100.00000 5100.00| 4500.00000 4500.00| 4500.00000 4500.00 AREA MASTER CONTROLLER | | | 0095 660-17 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00 INTERSECTION PHONE SYSTEM | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9907101 COUNTIES : CABELL LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 54-0458233 |(2) 55-0343932 |(3) 55-0646159 |DAVIS H. ELLIOT COMPANY, INC|BAYLISS & RAMEY, INC. |WEST VIRGINIA SIGNAL & LIGHT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 660-60C LUMP| 5500.00000 5500.00| 8500.00000 8500.00| 4000.00000 4000.00 MISCELLANEOUS RADIO INSTALLATION | | | 0105 660-60R 4.000 EA | 5000.00000 20000.00| 4175.00000 16700.00| 5000.00000 20000.00 SPREAD SPECTRUM RADIO TRANSCEIVER | | | 0110 661-13 6.000 EA | 10.00000 60.00| 100.00000 600.00| 75.00000 450.00 PLASTIC DELINEATOR POSTS | | | 0115 662-07(250)W 2.000 EA | 650.00000 1300.00| 650.00000 1300.00| 500.00000 1000.00 LUMINAIRES | | | 0120 662-14 LUMP| 2500.00000 2500.00| 100.00000 100.00| 2000.00000 2000.00 INCIDENTAL ELECTRICAL WORK | | | 0125 663-05(V) 210.000 LF | 13.20000 2772.00| 14.25000 2992.50| 14.00000 2940.00 TYPE V, STOP LINES | | | 0130 663-12(C-6NR) 69.000 EA | 44.00000 3036.00| 47.75000 3294.75| 45.00000 3105.00 RAISED PAVEMENT MARKER, TYPE C-6NR | | | 0135 663-12(C-6R) 18.000 EA | 55.00000 990.00| 59.75000 1075.50| 57.50000 1035.00 RAISED PAVEMENT MARKING | | | SECTION TOTALS | $ 205,591.00| $ 213,458.75| $ 249,117.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 205,591.00| $ 213,458.75| $ 249,117.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 9722619 COUNTIES : MERCER LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : STAFFORD DRIVE PROJECT(S) : U328-0104/00-000.74 00 LOCATION: US 19 - 0.11 MILE E. US 19 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 207,996.41 100.0000% 2 41-0337130 AL JOHNSON CONSTRUCTION CO. & SUBSIDIARIES $ 272,774.30 131.1437% 3 55-0544171 FAYETTE CONSTRUCTION COMPANY, INC. $ 273,810.10 131.6417% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9722619 COUNTIES : MERCER LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 41-0337130 |(3) 55-0544171 |WEST VIRGINIA PAVING, INC. |AL JOHNSON CONSTRUCTION CO. |FAYETTE CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201-01 1.000 LS | 1.00000 1.00| 13000.00000 13000.00| 28400.00000 28400.00 CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 9495.00000 9495.00| 8000.00000 8000.00| 10000.00000 10000.00 MOBILIZATION | | | 0015 207-01 240.000 CY | 22.00000 5280.00| 12.50000 3000.00| 50.00000 12000.00 UNCLASSIFIED EXCAVATION | | | 0020 207-02 175.000 CY | 40.00000 7000.00| 61.00000 10675.00| 75.00000 13125.00 SUBGRADE | | | 0025 207-34 998.000 SY | 0.52000 518.96| 1.25000 1247.50| 2.00000 1996.00 FABRIC FOR SEPARATION | | | 0030 307-01 183.000 CY | 40.00000 7320.00| 65.00000 11895.00| 75.00000 13725.00 CLASS 1 AGGREGATE BASE COURSE | | | 0035 408-02 341.000 GA | 0.80000 272.80| 1.20000 409.20| 0.50000 170.50 BITUMINOUS MATERIAL | | | 0040 409-02 493.000 GA | 0.80000 394.40| 1.20000 591.60| 0.50000 246.50 BITUMINOUS MATERIAL | | | 0045 601-02 16.000 CY | 800.00000 12800.00| 385.00000 6160.00| 500.00000 8000.00 CLASS B CONCRETE | | | 0050 605-09 1.000 EA | 2500.00000 2500.00| 1900.00000 1900.00| 3000.00000 3000.00 TYPE G INLET | | | 0055 607-01(I) 110.000 LF | 26.90000 2959.00| 29.00000 3190.00| 30.00000 3300.00 TYPE 1 GUARDRAIL | | | 0060 607-28 1.000 EA | 895.55000 895.55| 1000.00000 1000.00| 1100.00000 1100.00 MODIFIED ECCENTRIC LOADER TERMINAL | | | 0065 636-07 1200.000 LF | 0.85000 1020.00| 0.60000 720.00| 0.85000 1020.00 ERADICATION OF PAVEMENT MARKINGS | | | 0070 636-08 1200.000 LF | 0.55000 660.00| 0.60000 720.00| 0.60000 720.00 TEMPORARY PAVEMENT MARKINGS-PAINT 4IN | | | SOLID LINE | | | 0075 636-11 9378.000 UN | 0.40000 3751.20| 1.00000 9378.00| 1.00000 9378.00 TRAFFIC CONTROL DEVICES | | | 0080 636-12 10.000 EA | 1.00000 10.00| 120.00000 1200.00| 0.01000 0.10 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICES | | | 0085 636-13 150.000 EA | 1.00000 150.00| 4.00000 600.00| 0.01000 1.50 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICES | | | 0090 636-14 600.000 HR | 40.00000 24000.00| 28.50000 17100.00| 40.00000 24000.00 FLAGGER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9722619 COUNTIES : MERCER LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 41-0337130 |(3) 55-0544171 |WEST VIRGINIA PAVING, INC. |AL JOHNSON CONSTRUCTION CO. |FAYETTE CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 636-25(B) 720.000 DA | 1.00000 720.00| 1.75000 1260.00| 1.75000 1260.00 WARNING LIGHTS | | | 0100 638-02 8.000 EA | 110.00000 880.00| 160.00000 1280.00| 75.00000 600.00 RIGHT OF WAY MARKERS | | | 0105 639-01 LUMP| 1120.00000 1120.00| 7900.00000 7900.00| 13000.00000 13000.00 CONSTRUCTION LAYOUT STAKES | | | 0110 640-02 LUMP| 3000.00000 3000.00| 3700.00000 3700.00| 5000.00000 5000.00 SMALL FIELD OFFICE AND STORAGE BUILDING | | | 0115 640-03 LUMP| 500.00000 500.00| 1400.00000 1400.00| 3000.00000 3000.00 BUILDING EQUIPMENT | | | 0120 401-1(1)SG AA1 397.000 TN | 39.00000 15483.00| 57.00000 22629.00| 40.00000 15880.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0125 401-1(1)S AA2 361.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0130 401-03SG BB1 273.000 TN | 35.00000 9555.00| 115.00000 31395.00| 40.00000 10920.00 HOT-LAID ASPHALT PATCH & LEVEL COURSE, | | | STONE OR GRAVEL 2 IN THICKNESS MAXIMUM | | | 0135 401-03S BB2 249.000 TN | | | HOT-LAID ASPHALT PATCH & LEVEL COURSE, | | | SLAG 2 IN THICKNESS MAXIMUM | | | 0140 402-01(1)SG CC1 600.000 TN | 39.00000 23400.00| 63.00000 37800.00| 40.00000 24000.00 HMA SKID PVT, (W-1) ST OR GR | | | 0145 402-01(1)S CC2 546.000 TN | | | HMA SKID PVT, (W-1) SLAG | | | 0150 604-02(18)A2 DD1 60.000 LF | 10.50000 630.00| 36.00000 2160.00| 50.00000 3000.00 FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0155 604-25(18)A2 DD2 60.000 LF | | | CORRUGATED ALUMINUM ALLOY PIPE | | | 0160 604-09(18) EE1 1.000 EA | 94.00000 94.00| 600.00000 600.00| 300.00000 300.00 END SECION FOR CORRUGATED STEEL PIPE | | | 0165 604-28(18) EE2 1.000 EA | | | END SECTION FOR CORRUGATED ALUMINUM | | | ALLOY PIPE | | | 0170 636-02SG FF1 50.000 TN | 36.00000 1800.00| 67.00000 3350.00| 25.00000 1250.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0175 636-02S FF2 46.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9722619 COUNTIES : MERCER LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 41-0337130 |(3) 55-0544171 |WEST VIRGINIA PAVING, INC. |AL JOHNSON CONSTRUCTION CO. |FAYETTE CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 136,209.91| $ 204,260.30| $ 208,392.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 SIGNING | | | 0180 658-01 4.200 CY | 1400.00000 5880.00| 1500.00000 6300.00| 1250.00000 5250.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 0185 658-03(01) 1.000 EA | 16460.00000 16460.00| 17800.00000 17800.00| 14700.00000 14700.00 OVERHEAD SIGN STRUCTURE, GALVANIZED | | | STEEL | | | 0190 661-02 169.000 SF | 23.50000 3971.50| 25.00000 4225.00| 21.00000 3549.00 EXTRUDED PANEL SIGNS | | | SECTION TOTALS | $ 26,311.50| $ 28,325.00| $ 23,499.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 SIGNAL | | | 0195 660-03(V-12) 8.000 EA | 200.00000 1600.00| 200.00000 1600.00| 178.50000 1428.00 SIGNAL SECTIONS | | | 0200 660-04(C1)A 1.000 EA | 7800.00000 7800.00| 4200.00000 4200.00| 6950.00000 6950.00 SIGNAL SUPPORTS, INSTALLATION ONLY | | | 0205 660-05(H) 1.000 EA | 1400.00000 1400.00| 1300.00000 1300.00| 1250.00000 1250.00 JUNCTION BOXES, TYPE H | | | 0210 660-07 LUMP| 23500.00000 23500.00| 23500.00000 23500.00| 20865.00000 20865.00 MISCELLANEOUS SIGNAL | | | SECTION TOTALS | $ 34,300.00| $ 30,600.00| $ 30,493.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 PAVEMENT MARKINGS | | | 0215 663-01-1(II)W 2250.000 LF | 0.35000 787.50| 0.40000 900.00| 0.40000 900.00 EDGE LINE, WHITE | | | 0220 663-02-1(II)W 270.000 LF | 0.45000 121.50| 0.50000 135.00| 0.45000 121.50 LANE LINE OR CENTERLINE, WHITE | | | 0225 663-03-1(II) 2200.000 LF | 0.35000 770.00| 0.40000 880.00| 0.40000 880.00 BARRIER LINES | | | 0230 663-04(V) 460.000 LF | 5.60000 2576.00| 3.50000 1610.00| 6.00000 2760.00 TYPE V CHANNELIZING LINES | | | 0235 663-05(V) 72.000 LF | 12.50000 900.00| 12.00000 864.00| 12.00000 864.00 TYPE V, STOP LINES | | | 0240 663-10(V) 16.000 EA | 212.00000 3392.00| 190.00000 3040.00| 200.00000 3200.00 TYPE V, LANE ARROWS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 003 -5 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9722619 COUNTIES : MERCER LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 41-0337130 |(3) 55-0544171 |WEST VIRGINIA PAVING, INC. |AL JOHNSON CONSTRUCTION CO. |FAYETTE CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0245 663-11(V) 36.000 EA | 73.00000 2628.00| 60.00000 2160.00| 75.00000 2700.00 TYPE V, LANE LETTERS | | | SECTION TOTALS | $ 11,175.00| $ 9,589.00| $ 11,425.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 207,996.41| $ 272,774.30| $ 273,810.10 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 9231701 COUNTIES : PLEASANTS LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : THIRD STREET BRIDGE PROJECT(S) : S337-0002/00-009.63 02 ACNH 0002 214 E00 LOCATION: WV 807 CO 2/10 (GEORGE ST.) 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-4444098 ALAN STONE CO., INC. $ 4,123,050.61 100.0000% 2 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 4,141,376.94 100.4444% 3 34-1421920 OHIO-WEST VIRGINIA EXCAVATING CO., INC. $ 4,174,378.17 101.2448% 4 31-1316393 AHERN & ASSOCIATES, INC. $ 4,765,600.00 115.5843% 5 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 4,993,813.00 121.1193% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9231701 COUNTIES : PLEASANTS LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 31-4444098 |(2) 55-0487806 |(3) 34-1421920 |ALAN STONE CO., INC. |ORDERS CONSTRUCTION COMPANY,|OHIO-WEST VIRGINIA EXCAVATIN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201-01 1.000 LS | 60000.00000 60000.00| 102000.00000 102000.00| 105000.00000 105000.00 CLEARING AND GRUBBING | | | 0010 202-01(01) 1.000 LS | 1000.00000 1000.00| 1200.00000 1200.00| 2000.00000 2000.00 BUILDING DEMOLITION | | | 0015 202-01(02) 1.000 LS | 1000.00000 1000.00| 400.00000 400.00| 1500.00000 1500.00 BUILDING DEMOLITION | | | 0020 203-01(1) 1.000 LS | 15000.00000 15000.00| 2400.00000 2400.00| 2000.00000 2000.00 DISMANTLING STRUCTURES | | | 0025 203-01(2) 1.000 LS | 15000.00000 15000.00| 1300.00000 1300.00| 1500.00000 1500.00 DISMANTLING STRUCTURES | | | 0030 204-01 LUMP| 170000.00000 170000.00| 111000.00000 111000.00| 92000.00000 92000.00 MOBILIZATION | | | 0035 207-01 11550.000 CY | 16.88000 194964.00| 16.40000 189420.00| 10.00000 115500.00 UNCLASSIFIED EXCAVATION | | | 0040 207-02 3020.000 CY | 27.68000 83593.60| 27.60000 83352.00| 30.00000 90600.00 SUBGRADE | | | 0045 207-34 22695.000 SY | 1.33000 30184.35| 0.85000 19290.75| 1.00000 22695.00 FABRIC FOR SEPARATION | | | 0047 208-03 4083.000 CY | 48.00000 195984.00| 45.00000 183735.00| 50.00000 204150.00 CONTAMINATED SOIL | | | 0050 209-01 3.000 EA | 1700.00000 5100.00| 2700.00000 8100.00| 2500.00000 7500.00 MONITORING WELL CONSTRUCTION | | | 0055 211-02 1207.000 CY | 25.00000 30175.00| 23.25000 28062.75| 38.00000 45866.00 ROCK BORROW EXCAVATION | | | 0060 307-01 1199.000 CY | 35.00000 41965.00| 55.00000 65945.00| 36.00000 43164.00 CLASS 1 AGGREGATE BASE COURSE | | | 0065 308-01 121.000 TN | 37.00000 4477.00| 40.00000 4840.00| 19.00000 2299.00 CLASS 1 AGGREGATE BASE COURSE | | | 0070 311-06 1913.000 CY | 62.00000 118606.00| 53.00000 101389.00| 60.00000 114780.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0075 409-02 2216.000 GA | 1.50000 3324.00| 0.02000 44.32| 1.40000 3102.40 BITUMINOUS MATERIAL | | | 0080 501-05(6I) 168.000 SY | 75.00000 12600.00| 68.00000 11424.00| 37.00000 6216.00 NON-REINFORCED PORTLAND CEMENT CONCRETE | | | PAVEMENT | | | 0085 502-01(12I) 906.000 SY | 121.00000 109626.00| 148.00000 134088.00| 150.00000 135900.00 PORTLAND CEMENT CONCRETE APPROACH SLAB | | | 0090 601-02 6.400 CY | 912.00000 5836.80| 1250.00000 8000.00| 1200.00000 7680.00 CLASS B CONCRETE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9231701 COUNTIES : PLEASANTS LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 31-4444098 |(2) 55-0487806 |(3) 34-1421920 |ALAN STONE CO., INC. |ORDERS CONSTRUCTION COMPANY,|OHIO-WEST VIRGINIA EXCAVATIN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 604-04(15)A2 122.000 LF | 38.00000 4636.00| 49.50000 6039.00| 35.00000 4270.00 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STL PIPE | | | 0100 604-04(18)A2 93.000 LF | 55.00000 5115.00| 64.00000 5952.00| 38.00000 3534.00 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STL PIPE | | | 0105 604-04(24)A2 28.000 LF | 220.00000 6160.00| 79.00000 2212.00| 55.00000 1540.00 FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STL PIPE | | | 0110 604-37(18)III 1300.000 LF | 58.00000 75400.00| 72.00000 93600.00| 35.00000 45500.00 REINFORCED CONCRETE PIPE | | | 0115 604-37(24)III 588.000 LF | 63.00000 37044.00| 90.00000 52920.00| 63.00000 37044.00 REINFORCED CONCRETE PIPE | | | 0120 604-37(30)III 20.000 LF | 71.00000 1420.00| 150.00000 3000.00| 82.00000 1640.00 REINFORCED CONCRETE PIPE | | | 0125 604-37(36)III 25.000 LF | 77.00000 1925.00| 140.00000 3500.00| 90.00000 2250.00 REINFORCED CONCRETE PIPE | | | 0130 604-37(60)V 76.000 LF | 225.00000 17100.00| 350.00000 26600.00| 225.00000 17100.00 REINFORCED CONCRETE PIPE | | | 0135 604-53(36) 35.000 LF | 200.00000 7000.00| 210.00000 7350.00| 25.00000 875.00 RELAID CONDUIT | | | 0140 604-53(60) 64.000 LF | 233.00000 14912.00| 210.00000 13440.00| 30.00000 1920.00 RELAID CONDUIT | | | 0145 605-01-1 1.000 EA | 3600.00000 3600.00| 4400.00000 4400.00| 3800.00000 3800.00 TYPE A MANHOLE, MODIFIED | | | 0150 605-03 18.000 EA | 2200.00000 39600.00| 2250.00000 40500.00| 2500.00000 45000.00 TYPE A INLET | | | 0155 605-04 7.000 EA | 2200.00000 15400.00| 1580.00000 11060.00| 1500.00000 10500.00 TYPE B INLET | | | 0160 605-08 9.000 EA | 2800.00000 25200.00| 3500.00000 31500.00| 2600.00000 23400.00 TYPE F INLET | | | 0165 605-09 2.000 EA | 2000.00000 4000.00| 1480.00000 2960.00| 1700.00000 3400.00 TYPE G INLET | | | 0170 605-09-1 1.000 EA | 11770.00000 11770.00| 11750.00000 11750.00| 7500.00000 7500.00 TYPE G INLET, MODIFIED | | | 0175 605-16 1.000 EA | 1200.00000 1200.00| 900.00000 900.00| 1000.00000 1000.00 ADJUSTING TYPE A MANHOLE | | | 0180 605-19 1.000 EA | 980.00000 980.00| 900.00000 900.00| 800.00000 800.00 ADJUSTING TYPE B INLET | | | 0185 606-29 4216.000 LF | 12.00000 50592.00| 9.70000 40895.20| 7.25000 30566.00 FREE DRAINING BASE (FDB) TRENCH | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 004 -4 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9231701 COUNTIES : PLEASANTS LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 31-4444098 |(2) 55-0487806 |(3) 34-1421920 |ALAN STONE CO., INC. |ORDERS CONSTRUCTION COMPANY,|OHIO-WEST VIRGINIA EXCAVATIN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 606-30 1735.000 LF | 12.00000 20820.00| 17.50000 30362.50| 15.00000 26025.00 OUTLET PIPE | | | 0195 607-01(I) 1381.000 LF | 12.00000 16572.00| 11.40000 15743.40| 10.68000 14749.08 TYPE 1 GUARDRAIL | | | 0200 607-06 4.000 EA | 770.00000 3080.00| 800.00000 3200.00| 750.00000 3000.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0205 607-30 1.000 EA | 450.00000 450.00| 425.00000 425.00| 400.00000 400.00 SPECIAL TRAILING END TERMINAL | | | 0210 607-65 1.000 EA | 1400.00000 1400.00| 1380.00000 1380.00| 1300.00000 1300.00 FLARED END TERMINAL | | | 0215 608-01(6F) 249.000 LF | 25.00000 6225.00| 24.50000 6100.50| 23.00000 5727.00 RIGHT-OF-WAY FENCE, CHAIN LINK TYPE | | | 0225 609-01 1289.000 SY | 36.00000 46404.00| 40.00000 51560.00| 30.00000 38670.00 CONCRETE SIDEWALK | | | 0230 609-02 145.000 CY | 40.00000 5800.00| 80.00000 11600.00| 65.00000 9425.00 BED COURSE MATERIAL | | | 0235 610-01(I) 289.000 LF | 21.00000 6069.00| 39.00000 11271.00| 21.50000 6213.50 PLAIN CONCRETE CURBING | | | 0240 610-03(I)MOD 3058.000 LF | 30.00000 91740.00| 34.00000 103972.00| 29.40000 89905.20 COMBINATION CONCRETE CURB AND GUTTER | | | (MODIFIED) | | | 0245 610-03(IV)MOD 586.000 LF | 30.00000 17580.00| 34.00000 19924.00| 29.40000 17228.40 COMBINATION CONCRETE CURB AND GUTTER, | | | MODIFIED | | | 0250 633-01 165.000 SY | 167.00000 27555.00| 170.00000 28050.00| 50.00000 8250.00 CONCRETE GUTTER | | | 0255 633-03 41.000 CY | 37.00000 1517.00| 58.00000 2378.00| 36.00000 1476.00 DUMPED ROCK GUTTER | | | 0260 636-07 8500.000 LF | 0.67000 5695.00| 0.53000 4505.00| 0.65000 5525.00 ERADICATION OF PAVEMENT MARKINGS | | | 0265 636-08 25750.000 LF | 0.32000 8240.00| 0.34000 8755.00| 0.33000 8497.50 TEMPORARY PAVEMENT MARKINGS-PAINT 4IN | | | SOLID LINE | | | 0270 636-09 25750.000 LF | 1.07000 27552.50| 0.01000 257.50| 1.06000 27295.00 TEMPORARY PAVEMENT MARKINGS-TAPE 4 IN | | | SOLID LINE | | | 0275 636-11 42964.000 UN | 0.98000 42104.72| 1.00000 42964.00| 0.95000 40815.80 TRAFFIC CONTROL DEVICES | | | 0280 636-12 4.000 EA | 259.00000 1036.00| 250.00000 1000.00| 350.00000 1400.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 004 -5 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9231701 COUNTIES : PLEASANTS LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 31-4444098 |(2) 55-0487806 |(3) 34-1421920 |ALAN STONE CO., INC. |ORDERS CONSTRUCTION COMPANY,|OHIO-WEST VIRGINIA EXCAVATIN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0285 636-13 400.000 EA | 3.12000 1248.00| 3.00000 1200.00| 5.00000 2000.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICES | | | 0290 636-14 540.000 HR | 35.00000 18900.00| 40.00000 21600.00| 32.00000 17280.00 FLAGGER | | | 0295 636-17 530.000 LF | 20.00000 10600.00| 24.00000 12720.00| 15.00000 7950.00 TEMPORARY CONCRETE BARRIERS | | | 0300 636-18 320.000 LF | 6.00000 1920.00| 12.00000 3840.00| 4.00000 1280.00 REMOVING AND RESETTING TEMPORARY | | | CONCRETE BARRIERS | | | 0305 636-23(01) 1.000 LS | 20000.00000 20000.00| 5300.00000 5300.00| 18250.00000 18250.00 TEMPORARY TRAFFIC SIGNAL | | | 0310 636-24 300.000 LF | 12.00000 3600.00| 61.00000 18300.00| 25.00000 7500.00 TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0315 636-25(B) 2700.000 DA | 1.70000 4590.00| 1.00000 2700.00| 1.70000 4590.00 WARNING LIGHTS | | | 0320 636-25(C) 3200.000 DA | 0.55000 1760.00| 0.30000 960.00| 0.50000 1600.00 WARNING LIGHTS | | | 0325 637-01 48.000 MG | 1.00000 48.00| 65.00000 3120.00| 10.00000 480.00 WATER FOR DUST PALLIATIVE | | | 0330 638-02 28.000 EA | 120.00000 3360.00| 55.00000 1540.00| 100.00000 2800.00 RIGHT OF WAY MARKERS | | | 0335 639-01 LUMP| 60000.00000 60000.00| 47500.00000 47500.00| 45000.00000 45000.00 CONSTRUCTION LAYOUT STAKES | | | 0340 640-01 LUMP| 18000.00000 18000.00| 11000.00000 11000.00| 22500.00000 22500.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0345 640-03 LUMP| 2000.00000 2000.00| 1100.00000 1100.00| 3500.00000 3500.00 BUILDING EQUIPMENT | | | 0350 642-01 2025.000 LF | 1.40000 2835.00| 0.60000 1215.00| 1.00000 2025.00 TEMPORARY BERMS | | | 0355 642-02 87.000 LF | 1.50000 130.50| 13.50000 1174.50| 5.00000 435.00 SLOPE DRAINS | | | 0360 642-03-1 5.000 EA | 10.00000 50.00| 165.00000 825.00| 200.00000 1000.00 DITCH CHECKS | | | 0365 642-03-2 8.000 EA | 30.00000 240.00| 340.00000 2720.00| 250.00000 2000.00 CHECK DAMS | | | 0370 642-04-1 76.000 LB | 3.00000 228.00| 0.21000 15.96| 0.20000 15.20 TEMPORARY SEED | | | 0375 642-04-2 7.000 LB | 5.00000 35.00| 0.27000 1.89| 0.25000 1.75 SEED MIXTURE B | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 004 -6 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9231701 COUNTIES : PLEASANTS LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 31-4444098 |(2) 55-0487806 |(3) 34-1421920 |ALAN STONE CO., INC. |ORDERS CONSTRUCTION COMPANY,|OHIO-WEST VIRGINIA EXCAVATIN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0380 642-04-3 78.000 LB | 6.00000 468.00| 4.25000 331.50| 4.00000 312.00 SEED MIXTURE D | | | 0385 642-05-1 1.000 TN | 500.00000 500.00| 1170.00000 1170.00| 1100.00000 1100.00 STRAW OR HAY MULCH | | | 0390 642-06 0.500 TN | 500.00000 250.00| 1170.00000 585.00| 850.00000 425.00 FERTILIZER | | | 0395 642-07 348.000 SY | 6.00000 2088.00| 1.00000 348.00| 1.00000 348.00 FIBER MATTING | | | 0400 642-08 540.000 LF | 12.00000 6480.00| 5.00000 2700.00| 10.00000 5400.00 TEMPORARY PIPE | | | 0405 642-09 4900.000 LF | 1.00000 4900.00| 1.10000 5390.00| 0.70000 3430.00 CONTOUR DITCH | | | 0410 642-10 1.000 TN | 78.00000 78.00| 65.00000 65.00| 60.00000 60.00 AGRICULTURAL LIMESTONE | | | 0415 642-11 1620.000 EA | 4.00000 6480.00| 7.50000 12150.00| 2.50000 4050.00 HAY OR STRAW BALES | | | 0420 642-12 2700.000 LF | 1.50000 4050.00| 3.00000 8100.00| 2.42000 6534.00 SILT FENCE | | | 0422 651-01 120.000 CY | 12.00000 1440.00| 21.40000 2568.00| 45.00000 5400.00 FURNISHING AND PLACING TOPSOIL | | | 0425 652-01 0.300 TN | 80.00000 24.00| 64.00000 19.20| 60.00000 18.00 AGRICULTURAL LIMESTONE | | | 0430 652-02-1 0.500 TN | 500.00000 250.00| 1275.00000 637.50| 1200.00000 600.00 FERTILIZER, 10-20-10 | | | 0435 652-02-2 0.200 TN | 1200.00000 240.00| 1275.00000 255.00| 1200.00000 240.00 UREA FORMALDEHYDE FERTILIZER | | | 0440 652-03-1 7.000 LB | 5.00000 35.00| 1.60000 11.20| 1.50000 10.50 SEED MIXTURES B, C-1 OR C-2 | | | 0445 652-03-2 78.100 LB | 6.12000 477.97| 4.25000 331.92| 4.00000 312.40 SEED MIXTURES D | | | 0450 652-04-1 2.500 TN | 400.00000 1000.00| 1170.00000 2925.00| 1100.00000 2750.00 STRAW OR HAY MULCH | | | 0455 664-01(IV) 2.000 EA | 9000.00000 18000.00| 5500.00000 11000.00| 10000.00000 20000.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 0460 664-01(IV)A 2.000 EA | 2000.00000 4000.00| 2400.00000 4800.00| 2000.00000 4000.00 REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 0465 401-1(1)SG AA1 10119.000 TN | 38.39000 388468.41| 32.30000 326843.70| 40.00000 404760.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 004 -7 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9231701 COUNTIES : PLEASANTS LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 31-4444098 |(2) 55-0487806 |(3) 34-1421920 |ALAN STONE CO., INC. |ORDERS CONSTRUCTION COMPANY,|OHIO-WEST VIRGINIA EXCAVATIN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 401-1(1)S AA2 9208.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0475 402-01(1)SG AB1 1674.000 TN | 44.66000 74760.84| 39.00000 65286.00| 45.00000 75330.00 HMA SKID PVT, (W-1) ST OR GR | | | 0480 402-01(1)S AB2 1521.000 TN | | | HMA SKID PVT, (W-1) SLAG | | | SECTION TOTALS | $ 2,414,864.69| $ 2,341,266.29| $ 2,226,280.73 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BOX CULVERT | | | 0485 203-01(4) 1.000 LS | 8000.00000 8000.00| 6850.00000 6850.00| 4000.00000 4000.00 DISMANTLING STRUCTURES | | | 0490 240-01(60X48) 200.000 LF | 24.00000 4800.00| 21.00000 4200.00| 18.00000 3600.00 CLEANING CULVERTS | | | 0495 212-01 90.000 CY | 127.00000 11430.00| 60.00000 5400.00| 29.00000 2610.00 STRUCTURE EXCAVATION | | | 0500 212-05 34.000 CY | 44.00000 1496.00| 110.00000 3740.00| 82.00000 2788.00 SELECT MATERIAL FOR BACKFILLING | | | 0505 601-02 40.000 CY | 588.00000 23520.00| 800.00000 32000.00| 500.00000 20000.00 CLASS B CONCRETE | | | 0510 602-01 2700.000 LB | 1.00000 2700.00| 0.88000 2376.00| 1.00000 2700.00 REINFORCING STEEL BARS | | | 0515 639-01 LUMP| 3000.00000 3000.00| 750.00000 750.00| 500.00000 500.00 CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ 54,946.00| $ 55,316.00| $ 36,198.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 BRIDGE #3554 | | | 0520 203-01(3) 1.000 LS | 70000.00000 70000.00| 35000.00000 35000.00| 95000.00000 95000.00 DISMANTLING STRUCTURES | | | 0530 601-02 163.000 CY | 566.00000 92258.00| 583.00000 95029.00| 450.00000 73350.00 CLASS B CONCRETE | | | 0535 601-03 347.000 CY | 616.00000 213752.00| 583.00000 202301.00| 475.00000 164825.00 CLASS K CONCRETE | | | 0540 602-01 12448.000 LB | 0.75000 9336.00| 0.66000 8215.68| 1.10000 13692.80 REINFORCING STEEL BARS | | | 0545 602-02 62491.000 LB | 0.72000 44993.52| 0.77000 48118.07| 0.75000 46868.25 EPOXY COATED REINFORCING STEELBARS | | | 0550 603-18(45) 710.000 LF | 148.00000 105080.00| 129.00000 91590.00| 142.00000 100820.00 PRESTRESSED CONCRETE I BEAMS, 45IN | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 004 -8 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9231701 COUNTIES : PLEASANTS LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 31-4444098 |(2) 55-0487806 |(3) 34-1421920 |ALAN STONE CO., INC. |ORDERS CONSTRUCTION COMPANY,|OHIO-WEST VIRGINIA EXCAVATIN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0555 616-05HP12X53 2601.000 LF | 58.00000 150858.00| 45.00000 117045.00| 65.00000 169065.00 STEEL BEARING PILES, PRE-DRILLED AND | | | DRIVEN | | | 0560 639-01 LUMP| 17000.00000 17000.00| 5400.00000 5400.00| 4000.00000 4000.00 CONSTRUCTION LAYOUT STAKES | | | 0565 679-06 LUMP| 2000.00000 2000.00| 3250.00000 3250.00| 1599.00000 1599.00 TEST SLAB | | | 0570 679-02 AC1 35.000 CY | | | LATEX MODIFED PORTLAND CEMENT CONCRETE | | | OVERLAY BRIDGE DECK | | | 0575 679-04M AC2 35.000 CY | 886.00000 31010.00| 1020.00000 35700.00| 450.00000 15750.00 MICROSILICA CONCRETE OVERLAY | | | SECTION TOTALS | $ 736,287.52| $ 641,648.75| $ 684,970.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 RETAINING WALL #1 | | | 0580 626-01 AD1 2926.000 SF | 42.00000 122892.00| 50.00000 146300.00| 53.20000 155663.20 RETAINING WALL, REINFORCED EARTH | | | 0585 626-02 AD2 2926.000 SF | | | RETAINING WALL, VSL RETAINED EARTH | | | 0590 626-03 AD3 2750.000 SF | | | RETAINING WALL, CAST IN PLACE | | | REINFORCED CONCRETE | | | SECTION TOTALS | $ 122,892.00| $ 146,300.00| $ 155,663.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 ABUTMENT WALLS & WINGWALLS | | | 0595 626-01 AE1 14244.000 SF | 40.38000 575172.72| 50.00000 712200.00| 52.51000 747952.44 RETAINING WALL, REINFORCED EARTH | | | 0600 626-02 AE2 14244.000 SF | | | RETAINING WALL, VSL RETAINED EARTH | | | SECTION TOTALS | $ 575,172.72| $ 712,200.00| $ 747,952.44 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 SIGNING & PAVEMENT MARKINGS | | | 0605 657-08 305.000 LF | 4.38000 1335.90| 4.50000 1372.50| 4.25000 1296.25 (2.00LB) CHANNEL POSTS | | | 0610 657-10 258.000 LF | 5.66000 1460.28| 5.80000 1496.40| 5.50000 1419.00 (3.00LB) CHANNEL POSTS | | | 0615 657-18 21.000 EA | 15.00000 315.00| 37.00000 777.00| 35.00000 735.00 POST REMOVAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 004 -9 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9231701 COUNTIES : PLEASANTS LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 31-4444098 |(2) 55-0487806 |(3) 34-1421920 |ALAN STONE CO., INC. |ORDERS CONSTRUCTION COMPANY,|OHIO-WEST VIRGINIA EXCAVATIN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0620 658-01 7.000 CY | 1050.00000 7350.00| 1060.00000 7420.00| 1000.00000 7000.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 0625 658-03(01) 1.000 EA | 6000.00000 6000.00| 6200.00000 6200.00| 5800.00000 5800.00 OVERHEAD SIGN STRUCTURE, GALVANIZED | | | STEEL | | | 0630 658-03(02) 1.000 EA | 6000.00000 6000.00| 6200.00000 6200.00| 5800.00000 5800.00 OVERHEAD SIGN STRUCTURE, GALVANIZED | | | STEEL | | | 0635 658-03(03) 1.000 EA | 6000.00000 6000.00| 6200.00000 6200.00| 5800.00000 5800.00 OVERHEAD SIGN STRUCTURE, GALVANIZED | | | STEEL | | | 0640 661-01(1) 240.000 SF | 17.50000 4200.00| 17.30000 4152.00| 16.25000 3900.00 (0.080),FLAT SHEET SIGNS | | | 0645 661-11 4.000 EA | 80.00000 320.00| 65.00000 260.00| 60.00000 240.00 INSTALLATION OF REUSABLE SIGNS | | | 0650 663-01-1(II)W 4800.000 LF | 0.24000 1152.00| 0.21000 1008.00| 0.20000 960.00 EDGE LINE, WHITE | | | 0655 663-02-1(II)W 1050.000 LF | 0.27000 283.50| 0.27000 283.50| 0.25000 262.50 LANE LINE OR CENTERLINE, WHITE | | | 0660 663-02-1(II)Y 1000.000 LF | 0.27000 270.00| 0.27000 270.00| 0.25000 250.00 LANE LINE OR CENTERLINE YELLOW | | | 0665 663-03-1(II) 4460.000 LF | 0.22000 981.20| 0.21000 936.60| 0.20000 892.00 BARRIER LINES | | | 0670 663-04(II) 200.000 LF | 0.32000 64.00| 0.32000 64.00| 0.30000 60.00 TYPE II CHANNELIZING LINES | | | 0675 663-05(V) 100.000 LF | 12.00000 1200.00| 12.70000 1270.00| 11.00000 1100.00 TYPE V, STOP LINES | | | 0680 663-07(V)W 500.000 LF | 12.00000 6000.00| 7.50000 3750.00| 11.00000 5500.00 TYPE V, STRIPES, WHITE | | | 0685 663-10(V) 12.000 EA | 193.00000 2316.00| 225.00000 2700.00| 185.00000 2220.00 TYPE V, LANE ARROWS | | | 0690 663-11(V) 4.000 EA | 69.00000 276.00| 71.30000 285.20| 65.00000 260.00 TYPE V, LANE LETTERS | | | SECTION TOTALS | $ 45,523.88| $ 44,645.20| $ 43,494.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 LIGHTING | | | 0695 662-02(1) 1.000 LS | 18000.00000 18000.00| 21300.00000 21300.00| 17675.00000 17675.00 GALVANIZED STEEL CONDUIT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 004 -10 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9231701 COUNTIES : PLEASANTS LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 31-4444098 |(2) 55-0487806 |(3) 34-1421920 |ALAN STONE CO., INC. |ORDERS CONSTRUCTION COMPANY,|OHIO-WEST VIRGINIA EXCAVATIN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0700 662-06(H18X18 8.000 EA | 1260.00000 10080.00| 1330.00000 10640.00| 1195.00000 9560.00 JUNCTION BOX | | | 0705 662-07(250) 4.000 EA | 435.00000 1740.00| 425.00000 1700.00| 401.00000 1604.00 LUMINAIRES | | | 0710 662-08(1) 1.000 LS | 6600.00000 6600.00| 4250.00000 4250.00| 6050.00000 6050.00 CABLE | | | 0715 662-10(35-12I 4.000 EA | 3300.00000 13200.00| 3200.00000 12800.00| 2985.00000 11940.00 LIGHTING SUPPORT, TYPE I | | | 0720 662-14 LUMP| 120.00000 120.00| 2660.00000 2660.00| 100.00000 100.00 INCIDENTAL ELECTRICAL WORK | | | 0725 662-15(1) 1.000 LS | 120.00000 120.00| 265.00000 265.00| 100.00000 100.00 ELECTRICAL TESTS | | | 0730 662-16 LUMP| 2100.00000 2100.00| 2660.00000 2660.00| 1850.00000 1850.00 SYSTEM MODIFICATION | | | SECTION TOTALS | $ 51,960.00| $ 56,275.00| $ 48,879.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 WATERLINE RELOCATION | | | 0735 639-01 LUMP| 3000.00000 3000.00| 2900.00000 2900.00| 1500.00000 1500.00 CONSTRUCTION LAYOUT STAKES | | | 0740 670-07(2)200 485.000 LF | 7.88000 3821.80| 15.00000 7275.00| 32.00000 15520.00 PLASTIC PIPE, CLASS 200 | | | 0745 670-07(6)200 1740.000 LF | 26.90000 46806.00| 26.00000 45240.00| 56.00000 97440.00 PLASTIC PIPE, CLASS 200 | | | 0750 670-09(6) 8.000 EA | 600.00000 4800.00| 500.00000 4000.00| 523.00000 4184.00 GATE VALVE AND VALVE BOX | | | 0755 670-09(4) 1.000 EA | 512.00000 512.00| 410.00000 410.00| 425.00000 425.00 GATE VALVE AND VALVE BOX | | | 0760 670-09(2) 2.000 EA | 520.00000 1040.00| 320.00000 640.00| 325.00000 650.00 GATE VALVE AND VALVE BOX | | | 0765 670-10(16).19 173.000 LF | 44.00000 7612.00| 128.00000 22144.00| 150.00000 25950.00 STEEL CASING PIPE | | | 0770 670-10(16).25 46.000 LF | 48.00000 2208.00| 130.00000 5980.00| 150.00000 6900.00 STEEL CASING PIPE | | | 0775 670-16 1.000 EA | 600.00000 600.00| 425.00000 425.00| 580.00000 580.00 RELOCATED METERS | | | 0780 670-19 2.000 EA | 660.00000 1320.00| 650.00000 1300.00| 700.00000 1400.00 SPECIAL VALVE ,AIR RELEASE | | | 0790 670-21(3/4) 40.000 LF | 44.00000 1760.00| 13.00000 520.00| 80.00000 3200.00 HOUSE CONNECTION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 004 -11 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9231701 COUNTIES : PLEASANTS LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 31-4444098 |(2) 55-0487806 |(3) 34-1421920 |ALAN STONE CO., INC. |ORDERS CONSTRUCTION COMPANY,|OHIO-WEST VIRGINIA EXCAVATIN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 73,479.80| $ 90,834.00| $ 157,749.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 SANITARY SEWER RELOCATION | | | 0795 639-01 LUMP| 4000.00000 4000.00| 580.00000 580.00| 1000.00000 1000.00 CONSTRUCTION LAYOUT STAKES | | | 0800 675-08(4)I51 168.000 LF | 27.00000 4536.00| 32.70000 5493.60| 81.00000 13608.00 DUCTILE IRON SEWER PIPE, TYPE I, CLASS | | | 51 | | | 0805 675-08(12)I50 293.000 LF | 38.00000 11134.00| 41.70000 12218.10| 76.00000 22268.00 DUCTILE IRON SEWER PIPE CLASS 50 | | | 0810 675-14 5.000 EA | 2800.00000 14000.00| 1700.00000 8500.00| 1650.00000 8250.00 MANHOLE COMPLETE, INCLUDING CASTINGS | | | 0815 675-18 4.000 EA | 520.00000 2080.00| 950.00000 3800.00| 700.00000 2800.00 ADJUSTING MANHOLE | | | 0820 675-21(10).19 112.000 LF | 39.00000 4368.00| 115.00000 12880.00| 150.00000 16800.00 STEEL CASING PIPE | | | 0825 675-21(20).31 18.000 LF | 67.00000 1206.00| 240.00000 4320.00| 242.50000 4365.00 STEEL CASING PIPE | | | SECTION TOTALS | $ 41,324.00| $ 47,791.70| $ 69,091.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 COMPUTER SYSTEM | | | 0830 640-04 LUMP| 5000.00000 5000.00| 3500.00000 3500.00| 2500.00000 2500.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 5,000.00| $ 3,500.00| $ 2,500.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 ON JOB TRAINING | | | 0835 699 2000.000 HR | 0.80000 1600.00| 0.80000 1600.00| 0.80000 1600.00 ON JOB TRAINING | | | SECTION TOTALS | $ 1,600.00| $ 1,600.00| $ 1,600.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,123,050.61| $ 4,141,376.94| $ 4,174,378.17 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 004 -12 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9231701 COUNTIES : PLEASANTS LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 31-1316393 |(5) 62-1345425 | |AHERN & ASSOCIATES, 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 201-01 1.000 LS | 578847.25000 578847.25| 537000.00000 537000.00| CLEARING AND GRUBBING | | | 0010 202-01(01) 1.000 LS | 500.00000 500.00| 500.00000 500.00| BUILDING DEMOLITION | | | 0015 202-01(02) 1.000 LS | 500.00000 500.00| 500.00000 500.00| BUILDING DEMOLITION | | | 0020 203-01(1) 1.000 LS | 500.00000 500.00| 5000.00000 5000.00| DISMANTLING STRUCTURES | | | 0025 203-01(2) 1.000 LS | 500.00000 500.00| 15000.00000 15000.00| DISMANTLING STRUCTURES | | | 0030 204-01 LUMP| 142380.00000 142380.00| 180000.00000 180000.00| MOBILIZATION | | | 0035 207-01 11550.000 CY | 15.00000 173250.00| 13.00000 150150.00| UNCLASSIFIED EXCAVATION | | | 0040 207-02 3020.000 CY | 35.00000 105700.00| 40.00000 120800.00| SUBGRADE | | | 0045 207-34 22695.000 SY | 1.00000 22695.00| 1.50000 34042.50| FABRIC FOR SEPARATION | | | 0047 208-03 4083.000 CY | 65.00000 265395.00| 50.00000 204150.00| CONTAMINATED SOIL | | | 0050 209-01 3.000 EA | 2700.00000 8100.00| 2500.00000 7500.00| MONITORING WELL CONSTRUCTION | | | 0055 211-02 1207.000 CY | 60.00000 72420.00| 38.00000 45866.00| ROCK BORROW EXCAVATION | | | 0060 307-01 1199.000 CY | 43.00000 51557.00| 40.00000 47960.00| CLASS 1 AGGREGATE BASE COURSE | | | 0065 308-01 121.000 TN | 60.00000 7260.00| 25.00000 3025.00| CLASS 1 AGGREGATE BASE COURSE | | | 0070 311-06 1913.000 CY | 50.00000 95650.00| 55.00000 105215.00| OPEN GRADED FREE DRAINING BASE COURSE | | | 0075 409-02 2216.000 GA | 0.01000 22.16| 0.50000 1108.00| BITUMINOUS MATERIAL | | | 0080 501-05(6I) 168.000 SY | 50.00000 8400.00| 85.00000 14280.00| NON-REINFORCED PORTLAND CEMENT CONCRETE | | | PAVEMENT | | | 0085 502-01(12I) 906.000 SY | 155.00000 140430.00| 180.00000 163080.00| PORTLAND CEMENT CONCRETE APPROACH SLAB | | | 0090 601-02 6.400 CY | 2000.00000 12800.00| 1300.00000 8320.00| CLASS B CONCRETE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 004 -13 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9231701 COUNTIES : PLEASANTS LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 31-1316393 |(5) 62-1345425 | |AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 604-04(15)A2 122.000 LF | 41.00000 5002.00| 65.00000 7930.00| FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STL PIPE | | | 0100 604-04(18)A2 93.000 LF | 51.00000 4743.00| 70.00000 6510.00| FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STL PIPE | | | 0105 604-04(24)A2 28.000 LF | 48.00000 1344.00| 75.00000 2100.00| FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STL PIPE | | | 0110 604-37(18)III 1300.000 LF | 45.00000 58500.00| 85.00000 110500.00| REINFORCED CONCRETE PIPE | | | 0115 604-37(24)III 588.000 LF | 83.00000 48804.00| 95.00000 55860.00| REINFORCED CONCRETE PIPE | | | 0120 604-37(30)III 20.000 LF | 132.00000 2640.00| 105.00000 2100.00| REINFORCED CONCRETE PIPE | | | 0125 604-37(36)III 25.000 LF | 112.00000 2800.00| 125.00000 3125.00| REINFORCED CONCRETE PIPE | | | 0130 604-37(60)V 76.000 LF | 424.00000 32224.00| 200.00000 15200.00| REINFORCED CONCRETE PIPE | | | 0135 604-53(36) 35.000 LF | 75.00000 2625.00| 100.00000 3500.00| RELAID CONDUIT | | | 0140 604-53(60) 64.000 LF | 325.00000 20800.00| 150.00000 9600.00| RELAID CONDUIT | | | 0145 605-01-1 1.000 EA | 4200.00000 4200.00| 5000.00000 5000.00| TYPE A MANHOLE, MODIFIED | | | 0150 605-03 18.000 EA | 2340.00000 42120.00| 3500.00000 63000.00| TYPE A INLET | | | 0155 605-04 7.000 EA | 2120.00000 14840.00| 2600.00000 18200.00| TYPE B INLET | | | 0160 605-08 9.000 EA | 3250.00000 29250.00| 4500.00000 40500.00| TYPE F INLET | | | 0165 605-09 2.000 EA | 2410.00000 4820.00| 3200.00000 6400.00| TYPE G INLET | | | 0170 605-09-1 1.000 EA | 8400.00000 8400.00| 4500.00000 4500.00| TYPE G INLET, MODIFIED | | | 0175 605-16 1.000 EA | 500.00000 500.00| 800.00000 800.00| ADJUSTING TYPE A MANHOLE | | | 0180 605-19 1.000 EA | 630.00000 630.00| 800.00000 800.00| ADJUSTING TYPE B INLET | | | 0185 606-29 4216.000 LF | 10.00000 42160.00| 8.00000 33728.00| FREE DRAINING BASE (FDB) TRENCH | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 004 -14 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9231701 COUNTIES : PLEASANTS LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 31-1316393 |(5) 62-1345425 | |AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 606-30 1735.000 LF | 10.00000 17350.00| 11.00000 19085.00| OUTLET PIPE | | | 0195 607-01(I) 1381.000 LF | 10.75000 14845.75| 11.00000 15191.00| TYPE 1 GUARDRAIL | | | 0200 607-06 4.000 EA | 750.00000 3000.00| 800.00000 3200.00| THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0205 607-30 1.000 EA | 400.00000 400.00| 400.00000 400.00| SPECIAL TRAILING END TERMINAL | | | 0210 607-65 1.000 EA | 1300.00000 1300.00| 1750.00000 1750.00| FLARED END TERMINAL | | | 0215 608-01(6F) 249.000 LF | 40.00000 9960.00| 30.00000 7470.00| RIGHT-OF-WAY FENCE, CHAIN LINK TYPE | | | 0225 609-01 1289.000 SY | 41.00000 52849.00| 40.00000 51560.00| CONCRETE SIDEWALK | | | 0230 609-02 145.000 CY | 80.00000 11600.00| 70.00000 10150.00| BED COURSE MATERIAL | | | 0235 610-01(I) 289.000 LF | 40.00000 11560.00| 30.00000 8670.00| PLAIN CONCRETE CURBING | | | 0240 610-03(I)MOD 3058.000 LF | 35.00000 107030.00| 40.00000 122320.00| COMBINATION CONCRETE CURB AND GUTTER | | | (MODIFIED) | | | 0245 610-03(IV)MOD 586.000 LF | 35.00000 20510.00| 40.00000 23440.00| COMBINATION CONCRETE CURB AND GUTTER, | | | MODIFIED | | | 0250 633-01 165.000 SY | 120.00000 19800.00| 200.00000 33000.00| CONCRETE GUTTER | | | 0255 633-03 41.000 CY | 64.00000 2624.00| 55.00000 2255.00| DUMPED ROCK GUTTER | | | 0260 636-07 8500.000 LF | 0.50000 4250.00| 0.75000 6375.00| ERADICATION OF PAVEMENT MARKINGS | | | 0265 636-08 25750.000 LF | 0.32000 8240.00| 0.50000 12875.00| TEMPORARY PAVEMENT MARKINGS-PAINT 4IN | | | SOLID LINE | | | 0270 636-09 25750.000 LF | 0.97000 24977.50| 1.20000 30900.00| TEMPORARY PAVEMENT MARKINGS-TAPE 4 IN | | | SOLID LINE | | | 0275 636-11 42964.000 UN | 0.92000 39526.88| 1.00000 42964.00| TRAFFIC CONTROL DEVICES | | | 0280 636-12 4.000 EA | 250.00000 1000.00| 300.00000 1200.00| CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 004 -15 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9231701 COUNTIES : PLEASANTS LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 31-1316393 |(5) 62-1345425 | |AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0285 636-13 400.000 EA | 3.00000 1200.00| 3.00000 1200.00| CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICES | | | 0290 636-14 540.000 HR | 31.00000 16740.00| 42.00000 22680.00| FLAGGER | | | 0295 636-17 530.000 LF | 20.00000 10600.00| 12.00000 6360.00| TEMPORARY CONCRETE BARRIERS | | | 0300 636-18 320.000 LF | 5.00000 1600.00| 6.00000 1920.00| REMOVING AND RESETTING TEMPORARY | | | CONCRETE BARRIERS | | | 0305 636-23(01) 1.000 LS | 5000.00000 5000.00| 10000.00000 10000.00| TEMPORARY TRAFFIC SIGNAL | | | 0310 636-24 300.000 LF | 14.00000 4200.00| 15.00000 4500.00| TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0315 636-25(B) 2700.000 DA | 1.00000 2700.00| 2.50000 6750.00| WARNING LIGHTS | | | 0320 636-25(C) 3200.000 DA | 0.25000 800.00| 0.60000 1920.00| WARNING LIGHTS | | | 0325 637-01 48.000 MG | 74.00000 3552.00| 25.00000 1200.00| WATER FOR DUST PALLIATIVE | | | 0330 638-02 28.000 EA | 50.00000 1400.00| 100.00000 2800.00| RIGHT OF WAY MARKERS | | | 0335 639-01 LUMP| 20000.00000 20000.00| 50000.50000 50000.50| CONSTRUCTION LAYOUT STAKES | | | 0340 640-01 LUMP| 15000.00000 15000.00| 16000.00000 16000.00| STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0345 640-03 LUMP| 1500.00000 1500.00| 2000.00000 2000.00| BUILDING EQUIPMENT | | | 0350 642-01 2025.000 LF | 0.35000 708.75| 1.00000 2025.00| TEMPORARY BERMS | | | 0355 642-02 87.000 LF | 10.00000 870.00| 11.00000 957.00| SLOPE DRAINS | | | 0360 642-03-1 5.000 EA | 80.00000 400.00| 165.00000 825.00| DITCH CHECKS | | | 0365 642-03-2 8.000 EA | 190.00000 1520.00| 150.00000 1200.00| CHECK DAMS | | | 0370 642-04-1 76.000 LB | 0.20000 15.20| 11.00000 836.00| TEMPORARY SEED | | | 0375 642-04-2 7.000 LB | 0.25000 1.75| 25.00000 175.00| SEED MIXTURE B | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 004 -16 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9231701 COUNTIES : PLEASANTS LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 31-1316393 |(5) 62-1345425 | |AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0380 642-04-3 78.000 LB | 4.00000 312.00| 11.00000 858.00| SEED MIXTURE D | | | 0385 642-05-1 1.000 TN | 1100.00000 1100.00| 2000.00000 2000.00| STRAW OR HAY MULCH | | | 0390 642-06 0.500 TN | 850.00000 425.00| 600.00000 300.00| FERTILIZER | | | 0395 642-07 348.000 SY | 1.00000 348.00| 1.50000 522.00| FIBER MATTING | | | 0400 642-08 540.000 LF | 7.00000 3780.00| 8.00000 4320.00| TEMPORARY PIPE | | | 0405 642-09 4900.000 LF | 0.25000 1225.00| 0.75000 3675.00| CONTOUR DITCH | | | 0410 642-10 1.000 TN | 60.00000 60.00| 350.00000 350.00| AGRICULTURAL LIMESTONE | | | 0415 642-11 1620.000 EA | 5.00000 8100.00| 4.00000 6480.00| HAY OR STRAW BALES | | | 0420 642-12 2700.000 LF | 2.50000 6750.00| 1.50000 4050.00| SILT FENCE | | | 0422 651-01 120.000 CY | 13.50000 1620.00| 35.00000 4200.00| FURNISHING AND PLACING TOPSOIL | | | 0425 652-01 0.300 TN | 60.00000 18.00| 360.00000 108.00| AGRICULTURAL LIMESTONE | | | 0430 652-02-1 0.500 TN | 1200.00000 600.00| 600.00000 300.00| FERTILIZER, 10-20-10 | | | 0435 652-02-2 0.200 TN | 1200.00000 240.00| 2000.00000 400.00| UREA FORMALDEHYDE FERTILIZER | | | 0440 652-03-1 7.000 LB | 1.50000 10.50| 25.00000 175.00| SEED MIXTURES B, C-1 OR C-2 | | | 0445 652-03-2 78.100 LB | 4.00000 312.40| 30.00000 2343.00| SEED MIXTURES D | | | 0450 652-04-1 2.500 TN | 1100.00000 2750.00| 1500.00000 3750.00| STRAW OR HAY MULCH | | | 0455 664-01(IV) 2.000 EA | 7000.00000 14000.00| 8000.00000 16000.00| IMPACT ATTENUATING DEVICE, TYPE IV | | | 0460 664-01(IV)A 2.000 EA | 1000.00000 2000.00| 2000.00000 4000.00| REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 0465 401-1(1)SG AA1 10119.000 TN | 30.35000 307111.65| 35.00000 354165.00| HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 004 -17 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9231701 COUNTIES : PLEASANTS LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 31-1316393 |(5) 62-1345425 | |AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 401-1(1)S AA2 9208.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0475 402-01(1)SG AB1 1674.000 TN | 36.59000 61251.66| 40.00000 66960.00| HMA SKID PVT, (W-1) ST OR GR | | | 0480 402-01(1)S AB2 1521.000 TN | | | HMA SKID PVT, (W-1) SLAG | | | SECTION TOTALS | $ 2,863,953.45| $ 3,033,959.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BOX CULVERT | | | 0485 203-01(4) 1.000 LS | 3300.00000 3300.00| 19000.00000 19000.00| DISMANTLING STRUCTURES | | | 0490 240-01(60X48) 200.000 LF | 34.00000 6800.00| 35.00000 7000.00| CLEANING CULVERTS | | | 0495 212-01 90.000 CY | 60.00000 5400.00| 35.00000 3150.00| STRUCTURE EXCAVATION | | | 0500 212-05 34.000 CY | 100.00000 3400.00| 100.00000 3400.00| SELECT MATERIAL FOR BACKFILLING | | | 0505 601-02 40.000 CY | 730.00000 29200.00| 550.00000 22000.00| CLASS B CONCRETE | | | 0510 602-01 2700.000 LB | 1.10000 2970.00| 1.00000 2700.00| REINFORCING STEEL BARS | | | 0515 639-01 LUMP| 2500.00000 2500.00| 3000.00000 3000.00| CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ 53,570.00| $ 60,250.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 BRIDGE #3554 | | | 0520 203-01(3) 1.000 LS | 50000.00000 50000.00| 75000.00000 75000.00| DISMANTLING STRUCTURES | | | 0530 601-02 163.000 CY | 350.00000 57050.00| 425.00000 69275.00| CLASS B CONCRETE | | | 0535 601-03 347.000 CY | 550.00000 190850.00| 590.00000 204730.00| CLASS K CONCRETE | | | 0540 602-01 12448.000 LB | 0.75000 9336.00| 0.75000 9336.00| REINFORCING STEEL BARS | | | 0545 602-02 62491.000 LB | 0.80000 49992.80| 0.85000 53117.35| EPOXY COATED REINFORCING STEELBARS | | | 0550 603-18(45) 710.000 LF | 160.00000 113600.00| 150.00000 106500.00| PRESTRESSED CONCRETE I BEAMS, 45IN | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 004 -18 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9231701 COUNTIES : PLEASANTS LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 31-1316393 |(5) 62-1345425 | |AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0555 616-05HP12X53 2601.000 LF | 65.00000 169065.00| 60.00000 156060.00| STEEL BEARING PILES, PRE-DRILLED AND | | | DRIVEN | | | 0560 639-01 LUMP| 7500.00000 7500.00| 7500.65000 7500.65| CONSTRUCTION LAYOUT STAKES | | | 0565 679-06 LUMP| 500.00000 500.00| 2000.00000 2000.00| TEST SLAB | | | 0570 679-02 AC1 35.000 CY | | | LATEX MODIFED PORTLAND CEMENT CONCRETE | | | OVERLAY BRIDGE DECK | | | 0575 679-04M AC2 35.000 CY | 1400.00000 49000.00| 125.00000 4375.00| MICROSILICA CONCRETE OVERLAY | | | SECTION TOTALS | $ 696,893.80| $ 687,894.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 RETAINING WALL #1 | | | 0580 626-01 AD1 2926.000 SF | 49.00000 143374.00| 55.00000 160930.00| RETAINING WALL, REINFORCED EARTH | | | 0585 626-02 AD2 2926.000 SF | | | RETAINING WALL, VSL RETAINED EARTH | | | 0590 626-03 AD3 2750.000 SF | | | RETAINING WALL, CAST IN PLACE | | | REINFORCED CONCRETE | | | SECTION TOTALS | $ 143,374.00| $ 160,930.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 ABUTMENT WALLS & WINGWALLS | | | 0595 626-01 AE1 14244.000 SF | 49.00000 697956.00| 55.00000 783420.00| RETAINING WALL, REINFORCED EARTH | | | 0600 626-02 AE2 14244.000 SF | | | RETAINING WALL, VSL RETAINED EARTH | | | SECTION TOTALS | $ 697,956.00| $ 783,420.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 SIGNING & PAVEMENT MARKINGS | | | 0605 657-08 305.000 LF | 4.25000 1296.25| 5.00000 1525.00| (2.00LB) CHANNEL POSTS | | | 0610 657-10 258.000 LF | 5.50000 1419.00| 6.50000 1677.00| (3.00LB) CHANNEL POSTS | | | 0615 657-18 21.000 EA | 35.00000 735.00| 40.00000 840.00| POST REMOVAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 004 -19 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9231701 COUNTIES : PLEASANTS LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 31-1316393 |(5) 62-1345425 | |AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0620 658-01 7.000 CY | 1000.00000 7000.00| 1100.00000 7700.00| CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 0625 658-03(01) 1.000 EA | 5800.00000 5800.00| 6500.00000 6500.00| OVERHEAD SIGN STRUCTURE, GALVANIZED | | | STEEL | | | 0630 658-03(02) 1.000 EA | 5800.00000 5800.00| 6500.00000 6500.00| OVERHEAD SIGN STRUCTURE, GALVANIZED | | | STEEL | | | 0635 658-03(03) 1.000 EA | 5800.00000 5800.00| 6500.00000 6500.00| OVERHEAD SIGN STRUCTURE, GALVANIZED | | | STEEL | | | 0640 661-01(1) 240.000 SF | 16.25000 3900.00| 18.00000 4320.00| (0.080),FLAT SHEET SIGNS | | | 0645 661-11 4.000 EA | 60.00000 240.00| 75.00000 300.00| INSTALLATION OF REUSABLE SIGNS | | | 0650 663-01-1(II)W 4800.000 LF | 0.20000 960.00| 0.30000 1440.00| EDGE LINE, WHITE | | | 0655 663-02-1(II)W 1050.000 LF | 0.25000 262.50| 0.30000 315.00| LANE LINE OR CENTERLINE, WHITE | | | 0660 663-02-1(II)Y 1000.000 LF | 0.25000 250.00| 0.30000 300.00| LANE LINE OR CENTERLINE YELLOW | | | 0665 663-03-1(II) 4460.000 LF | 0.20000 892.00| 0.30000 1338.00| BARRIER LINES | | | 0670 663-04(II) 200.000 LF | 0.30000 60.00| 0.40000 80.00| TYPE II CHANNELIZING LINES | | | 0675 663-05(V) 100.000 LF | 11.00000 1100.00| 12.00000 1200.00| TYPE V, STOP LINES | | | 0680 663-07(V)W 500.000 LF | 11.00000 5500.00| 12.00000 6000.00| TYPE V, STRIPES, WHITE | | | 0685 663-10(V) 12.000 EA | 185.00000 2220.00| 200.00000 2400.00| TYPE V, LANE ARROWS | | | 0690 663-11(V) 4.000 EA | 65.00000 260.00| 90.00000 360.00| TYPE V, LANE LETTERS | | | SECTION TOTALS | $ 43,494.75| $ 49,295.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 LIGHTING | | | 0695 662-02(1) 1.000 LS | 20000.00000 20000.00| 25000.00000 25000.00| GALVANIZED STEEL CONDUIT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 004 -20 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9231701 COUNTIES : PLEASANTS LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 31-1316393 |(5) 62-1345425 | |AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0700 662-06(H18X18 8.000 EA | 1250.00000 10000.00| 1500.00000 12000.00| JUNCTION BOX | | | 0705 662-07(250) 4.000 EA | 400.00000 1600.00| 600.00000 2400.00| LUMINAIRES | | | 0710 662-08(1) 1.000 LS | 4000.00000 4000.00| 6000.00000 6000.00| CABLE | | | 0715 662-10(35-12I 4.000 EA | 3000.00000 12000.00| 4000.00000 16000.00| LIGHTING SUPPORT, TYPE I | | | 0720 662-14 LUMP| 2500.00000 2500.00| 4000.00000 4000.00| INCIDENTAL ELECTRICAL WORK | | | 0725 662-15(1) 1.000 LS | 250.00000 250.00| 300.00000 300.00| ELECTRICAL TESTS | | | 0730 662-16 LUMP| 2500.00000 2500.00| 3000.00000 3000.00| SYSTEM MODIFICATION | | | SECTION TOTALS | $ 52,850.00| $ 68,700.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 WATERLINE RELOCATION | | | 0735 639-01 LUMP| 5000.00000 5000.00| 4000.00000 4000.00| CONSTRUCTION LAYOUT STAKES | | | 0740 670-07(2)200 485.000 LF | 31.00000 15035.00| 20.00000 9700.00| PLASTIC PIPE, CLASS 200 | | | 0745 670-07(6)200 1740.000 LF | 38.00000 66120.00| 25.00000 43500.00| PLASTIC PIPE, CLASS 200 | | | 0750 670-09(6) 8.000 EA | 920.00000 7360.00| 500.00000 4000.00| GATE VALVE AND VALVE BOX | | | 0755 670-09(4) 1.000 EA | 850.00000 850.00| 450.00000 450.00| GATE VALVE AND VALVE BOX | | | 0760 670-09(2) 2.000 EA | 750.00000 1500.00| 400.00000 800.00| GATE VALVE AND VALVE BOX | | | 0765 670-10(16).19 173.000 LF | 175.00000 30275.00| 60.00000 10380.00| STEEL CASING PIPE | | | 0770 670-10(16).25 46.000 LF | 180.00000 8280.00| 75.00000 3450.00| STEEL CASING PIPE | | | 0775 670-16 1.000 EA | 580.00000 580.00| 400.00000 400.00| RELOCATED METERS | | | 0780 670-19 2.000 EA | 830.00000 1660.00| 1000.00000 2000.00| SPECIAL VALVE ,AIR RELEASE | | | 0790 670-21(3/4) 40.000 LF | 31.00000 1240.00| 12.00000 480.00| HOUSE CONNECTION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 004 -21 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9231701 COUNTIES : PLEASANTS LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 31-1316393 |(5) 62-1345425 | |AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 137,900.00| $ 79,160.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 SANITARY SEWER RELOCATION | | | 0795 639-01 LUMP| 5000.00000 5000.00| 4000.00000 4000.00| CONSTRUCTION LAYOUT STAKES | | | 0800 675-08(4)I51 168.000 LF | 77.00000 12936.00| 45.00000 7560.00| DUCTILE IRON SEWER PIPE, TYPE I, CLASS | | | 51 | | | 0805 675-08(12)I50 293.000 LF | 54.00000 15822.00| 75.00000 21975.00| DUCTILE IRON SEWER PIPE CLASS 50 | | | 0810 675-14 5.000 EA | 2250.00000 11250.00| 4200.00000 21000.00| MANHOLE COMPLETE, INCLUDING CASTINGS | | | 0815 675-18 4.000 EA | 500.00000 2000.00| 900.00000 3600.00| ADJUSTING MANHOLE | | | 0820 675-21(10).19 112.000 LF | 170.00000 19040.00| 25.00000 2800.00| STEEL CASING PIPE | | | 0825 675-21(20).31 18.000 LF | 220.00000 3960.00| 65.00000 1170.00| STEEL CASING PIPE | | | SECTION TOTALS | $ 70,008.00| $ 62,105.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 COMPUTER SYSTEM | | | 0830 640-04 LUMP| 4000.00000 4000.00| 6500.00000 6500.00| COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 4,000.00| $ 6,500.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 ON JOB TRAINING | | | 0835 699 2000.000 HR | 0.80000 1600.00| 0.80000 1600.00| ON JOB TRAINING | | | SECTION TOTALS | $ 1,600.00| $ 1,600.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,765,600.00| $ 4,993,813.00| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 9830903 COUNTIES : KANAWHA LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : GEORGES DR. +1 PROJECT(S) : S320-0060/16-000.00 00 LOCATION: US 60 END 60/16 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 224,320.00 100.0000% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9830903 COUNTIES : KANAWHA LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 | | |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 UPGR PVMT, INST DR | | | 0005 201-01 1.000 LS | 19500.00000 19500.00| | CLEARING AND GRUBBING | | | 0010 207-01 600.000 CY | 18.00000 10800.00| | UNCLASSIFIED EXCAVATION | | | 0015 240-01(12) 45.000 LF | 28.00000 1260.00| | CLEANING CULVERTS | | | 0020 240-01(15) 16.000 LF | 28.00000 448.00| | CLEANING CULVERTS | | | 0025 240-01(18) 90.000 LF | 28.00000 2520.00| | CLEANING CULVERTS | | | 0030 240-02 2.000 EA | 325.00000 650.00| | CLEANING INLETS | | | 0035 604-50(15) 1111.000 LF | 75.00000 83325.00| | CORRUGATED POLYETHYLENE PIPE | | | 0040 604-50(18) 30.000 LF | 100.00000 3000.00| | CORRUGATED POLYETHYLENE PIPE | | | 0045 604-50(24) 6.000 LF | 245.00000 1470.00| | CORRUGATED POLYETHYLENE PIPE | | | 0050 605-04 9.000 EA | 2800.00000 25200.00| | TYPE B INLET | | | 0055 605-51 1.000 EA | 3800.00000 3800.00| | TYPE U INLET | | | 0060 636-11 1012.000 UN | 1.00000 1012.00| | TRAFFIC CONTROL DEVICES | | | 0065 636-14 300.000 HR | 42.00000 12600.00| | FLAGGER | | | 0070 639-01 LUMP| 3700.00000 3700.00| | CONSTRUCTION LAYOUT STAKES | | | 0075 307-01SG AA1 510.000 TN | 29.00000 14790.00| | CLASS 1 AGGREGATE BASE COURSE STONE OR | | | GRAVEL | | | 0080 307-01S AA2 450.000 TN | | | CLASS 1 AGGREGATE BASE COURSE SLAG | | | 0083 622-03 25.000 EA | 300.00000 7500.00| | CANTILEVER MAILBOX SUPPORT | | | 0085 308-01SG BB1 325.000 TN | 29.00000 9425.00| | CLASS 1 AGGREGATE, STONE OR GRAVEL | | | 0090 308-01S BB2 300.000 TN | | | CLASS 1 AGGREGATE, SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9830903 COUNTIES : KANAWHA LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 | | |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 407-1(2)SG CC1 530.000 TN | 44.00000 23320.00| | HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0100 407-1(II)S CC2 450.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | SECTION TOTALS | $ 224,320.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 224,320.00| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 9611302 COUNTIES : JACKSON LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : WILLIAM S. RITCHIE JR. BRIDGE PROJECT(S) : S318-0338/00-000.00 00 LOCATION: 0.43 MI. W. WV 68 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-1316393 AHERN & ASSOCIATES, INC. $ 35,000.00 100.0000% 2 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 81,000.00 231.4285% 3 25-1493101 UPON THIS ROCK CONSTRUCTION, INC. $ 98,250.00 280.7142% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9611302 COUNTIES : JACKSON LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 31-1316393 |(2) 55-0487806 |(3) 25-1493101 |AHERN & ASSOCIATES, INC. |ORDERS CONSTRUCTION COMPANY,|UPON THIS ROCK CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE NO. 2972.1 | | | 0005 203-02(3) LUMP| 25200.00000 25200.00| 25000.00000 25000.00| 72000.00000 72000.00 REMOVAL PORTION BR. SUBSTRUCT. | | | 0010 204-01 LUMP| 5000.00000 5000.00| 20000.00000 20000.00| 2250.00000 2250.00 MOBILIZATION | | | 0015 601-30 24.000 M2 | 200.00000 4800.00| 1500.00000 36000.00| 1000.00000 24000.00 PATCHING CONCRETE STRUCTURES | | | SECTION TOTALS | $ 35,000.00| $ 81,000.00| $ 98,250.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 35,000.00| $ 81,000.00| $ 98,250.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 9630412 COUNTIES : RITCHIE LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : PENNSBORO RAILROAD OVERPASS BRIDGE 2408.2 PROJECT(S) : S343-0050/39-003.75 00 0STP 5039 003 EQ0 LOCATION: B & O RR, 0.06 MI. E. CO. 16/10 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 98,419.41 100.0000% 2 55-0750646 BANAM, INC. $ 121,826.90 123.7834% 3 31-1316393 AHERN & ASSOCIATES, INC. $ 127,200.00 129.2427% 4 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 140,118.00 142.3682% 5 25-1493101 UPON THIS ROCK CONSTRUCTION, INC. $ 198,600.00 201.7894% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9630412 COUNTIES : RITCHIE LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 |(2) 55-0750646 |(3) 31-1316393 |ORDERS CONSTRUCTION COMPANY,|BANAM, INC. |AHERN & ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0005 201-01 1.000 LS | 7000.00000 7000.00| 3500.00000 3500.00| 20000.00000 20000.00 CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 14000.00000 14000.00| 17000.00000 17000.00| 19642.50000 19642.50 MOBILIZATION | | | 0015 212-01 73.000 CY | 113.00000 8249.00| 45.00000 3285.00| 40.00000 2920.00 STRUCTURE EXCAVATION | | | 0020 409-02 29.000 GA | 1.00000 29.00| 14.30000 414.70| 12.30000 356.70 BITUMINOUS MATERIAL | | | 0025 601-02 8.000 CY | 1000.00000 8000.00| 600.00000 4800.00| 640.00000 5120.00 CLASS B CONCRETE | | | 0030 602-01 1172.000 LB | 1.00000 1172.00| 2.00000 2344.00| 0.90000 1054.80 REINFORCING STEEL BARS | | | 0035 605-09 2.000 EA | 1850.00000 3700.00| 4000.00000 8000.00| 2100.00000 4200.00 TYPE G INLET | | | 0040 607-09-1 108.000 LF | 27.00000 2916.00| 29.15000 3148.20| 25.00000 2700.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0045 625-16 62.000 LF | 600.00000 37200.00| 550.00000 34100.00| 500.00000 31000.00 REMOVE AND REBUILD EXPANSION JOINT | | | 0050 625-17 191.000 LF | 15.00000 2865.00| 32.00000 6112.00| 28.00000 5348.00 INSTALL SILICONE EXPANSION JOINT SYSTEM | | | 0055 633-03 39.000 CY | 75.00000 2925.00| 40.00000 1560.00| 100.00000 3900.00 DUMPED ROCK GUTTER | | | 0060 636-09 1500.000 LF | 0.01000 15.00| 1.50000 2250.00| 1.00000 1500.00 TEMPORARY PAVEMENT MARKINGS-TAPE 4 IN | | | SOLID LINE | | | 0065 636-11 4000.000 UN | 0.01000 40.00| 1.15000 4600.00| 1.10000 4400.00 TRAFFIC CONTROL DEVICES | | | 0070 636-14 100.000 HR | 0.01000 1.00| 18.00000 1800.00| 30.00000 3000.00 FLAGGER | | | 0075 636-23 1.000 LS | 0.01000 0.01| 14000.00000 14000.00| 10000.00000 10000.00 TEMPORARY TRAFFIC SIGNAL | | | 0080 636-25(B) 240.000 DA | 0.01000 2.40| 1.90000 456.00| 0.75000 180.00 WARNING LIGHTS | | | 0085 642-14 LUMP| 225.00000 225.00| 1000.00000 1000.00| 1000.00000 1000.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECTS | | | 0090 401-1(1)SG AA1 66.000 TN | 98.00000 6468.00| 127.00000 8382.00| 109.00000 7194.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 007 -3 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9630412 COUNTIES : RITCHIE LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 |(2) 55-0750646 |(3) 31-1316393 |ORDERS CONSTRUCTION COMPANY,|BANAM, INC. |AHERN & ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 401-1(1)S AA2 60.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0100 402-01(1)SG AB1 9.000 TN | 98.00000 882.00| 275.00000 2475.00| 236.00000 2124.00 HMA SKID PVT, (W-1) ST OR GR | | | 0105 402-01(1)S AB2 8.000 TN | | | HMA SKID PVT, (W-1) SLAG | | | 0110 604-01(18)A2 AC1 26.000 LF | 105.00000 2730.00| 100.00000 2600.00| 60.00000 1560.00 METALLIC COATED CORRUGATED STEEL PIPE | | | 0115 604-02(18)A2 AC2 26.000 LF | | | FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0120 604-25(18)A2 AC3 26.000 LF | | | CORRUGATED ALUMINUM ALLOY PIPE | | | SECTION TOTALS | $ 98,419.41| $ 121,826.90| $ 127,200.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 98,419.41| $ 121,826.90| $ 127,200.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 007 -4 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9630412 COUNTIES : RITCHIE LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 62-1345425 |(5) 25-1493101 | |BILCO CONSTRUCTION COMPANY, |UPON THIS ROCK CONSTRUCTION,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0005 201-01 1.000 LS | 25000.00000 25000.00| 51528.30000 51528.30| CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 14600.00000 14600.00| 5250.00000 5250.00| MOBILIZATION | | | 0015 212-01 73.000 CY | 20.00000 1460.00| 10.00000 730.00| STRUCTURE EXCAVATION | | | 0020 409-02 29.000 GA | 15.00000 435.00| 12.30000 356.70| BITUMINOUS MATERIAL | | | 0025 601-02 8.000 CY | 500.00000 4000.00| 5250.00000 42000.00| CLASS B CONCRETE | | | 0030 602-01 1172.000 LB | 6.00000 7032.00| 2.00000 2344.00| REINFORCING STEEL BARS | | | 0035 605-09 2.000 EA | 2100.00000 4200.00| 1225.00000 2450.00| TYPE G INLET | | | 0040 607-09-1 108.000 LF | 20.00000 2160.00| 25.00000 2700.00| TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0045 625-16 62.000 LF | 700.00000 43400.00| 635.00000 39370.00| REMOVE AND REBUILD EXPANSION JOINT | | | 0050 625-17 191.000 LF | 20.00000 3820.00| 32.00000 6112.00| INSTALL SILICONE EXPANSION JOINT SYSTEM | | | 0055 633-03 39.000 CY | 60.00000 2340.00| 85.00000 3315.00| DUMPED ROCK GUTTER | | | 0060 636-09 1500.000 LF | 1.50000 2250.00| 1.10000 1650.00| TEMPORARY PAVEMENT MARKINGS-TAPE 4 IN | | | SOLID LINE | | | 0065 636-11 4000.000 UN | 0.60000 2400.00| 1.00000 4000.00| TRAFFIC CONTROL DEVICES | | | 0070 636-14 100.000 HR | 0.01000 1.00| 35.00000 3500.00| FLAGGER | | | 0075 636-23 1.000 LS | 15000.00000 15000.00| 21250.00000 21250.00| TEMPORARY TRAFFIC SIGNAL | | | 0080 636-25(B) 240.000 DA | 3.00000 720.00| 1.65000 396.00| WARNING LIGHTS | | | 0085 642-14 LUMP| 100.00000 100.00| 250.00000 250.00| TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECTS | | | 0090 401-1(1)SG AA1 66.000 TN | 110.00000 7260.00| 109.00000 7194.00| HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 007 -5 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9630412 COUNTIES : RITCHIE LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 62-1345425 |(5) 25-1493101 | |BILCO CONSTRUCTION COMPANY, |UPON THIS ROCK CONSTRUCTION,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 401-1(1)S AA2 60.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0100 402-01(1)SG AB1 9.000 TN | 250.00000 2250.00| 236.00000 2124.00| HMA SKID PVT, (W-1) ST OR GR | | | 0105 402-01(1)S AB2 8.000 TN | | | HMA SKID PVT, (W-1) SLAG | | | 0110 604-01(18)A2 AC1 26.000 LF | 65.00000 1690.00| 80.00000 2080.00| METALLIC COATED CORRUGATED STEEL PIPE | | | 0115 604-02(18)A2 AC2 26.000 LF | | | FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0120 604-25(18)A2 AC3 26.000 LF | | | CORRUGATED ALUMINUM ALLOY PIPE | | | SECTION TOTALS | $ 140,118.00| $ 198,600.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 140,118.00| $ 198,600.00| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 008 -1 VENDOR RANKING CALL ORDER : 008 CONTRACT ID : 9916003 COUNTIES : BRAXTON LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 07 CONTRACT DESCRIPTION : LAUREL FORK - DIANA ROAD PROJECT(S) : S304-0015/00-004.80 00 0STP 0015 057 E00 LOCATION: CR 15/4 TO CR 22/12 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0663428 MEADOWS STONE & PAVING, INC. $ 424,024.14 100.0000% 2 55-0328627 J. F. ALLEN COMPANY $ 458,808.72 108.2034% 3 55-0552700 WACO OIL & GAS CO., INC. $ 488,834.29 115.2845% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 008 -2 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 9916003 COUNTIES : BRAXTON LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 55-0663428 |(2) 55-0328627 |(3) 55-0552700 |MEADOWS STONE & PAVING, INC.|J. F. ALLEN COMPANY |WACO OIL & GAS CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURF(1"), GDRL | | | 0005 207-01 230.000 CY | 15.90000 3657.00| 26.45000 6083.50| 14.75000 3392.50 UNCLASSIFIED EXCAVATION | | | 0010 211-08 2248.000 TN | 19.00000 42712.00| 18.05000 40576.40| 38.00000 85424.00 ROCK BORROW EXCAVATION | | | 0015 218-03 94.000 CY | 190.00000 17860.00| 181.07000 17020.58| 215.00000 20210.00 GABIONS | | | 0020 229-01 2.370 LM | 4000.00000 9480.00| 4893.50000 11597.60| 4250.00000 10072.50 SHOULDERS AND DITCHES | | | 0025 408-02 864.000 GA | 0.60000 518.40| 0.01000 8.64| 0.01000 8.64 BITUMINOUS MATERIAL | | | 0030 409-02 1480.000 GA | 0.60000 888.00| 0.01000 14.80| 0.01000 14.80 BITUMINOUS MATERIAL | | | 0035 604-01(15)A2 30.000 LF | 64.60000 1938.00| 86.25000 2587.50| 76.75000 2302.50 METALLIC COATED CORRUGATED STEEL PIPE | | | 0040 604-01(18)A2 85.000 LF | 79.11000 6724.35| 106.95000 9090.75| 86.75000 7373.75 METALLIC COATED CORRUGATED STEEL PIPE | | | 0045 604-01(24)A2 40.000 LF | 96.95000 3878.00| 117.30000 4692.00| 96.75000 3870.00 METALLIC COATED CORRUGATED STEEL PIPE | | | 0050 604-37(15)II 8.000 LF | 135.78000 1086.24| 143.75000 1150.00| 187.50000 1500.00 REINFORCED CONCRETE PIPE | | | 0055 604-37(18)II 16.000 LF | 141.00000 2256.00| 147.20000 2355.20| 187.50000 3000.00 REINFORCED CONCRETE PIPE | | | 0060 605-09 17.000 EA | 2028.00000 34476.00| 2415.00000 41055.00| 2150.00000 36550.00 TYPE G INLET | | | 0065 607-01(I) 8400.000 LF | 9.15000 76860.00| 8.60000 72240.00| 9.55000 80220.00 TYPE 1 GUARDRAIL | | | 0070 607-10-1(A) 275.000 LF | 1.00000 275.00| 1.05000 288.75| 1.10000 302.50 GUARDRAIL REMOVAL | | | 0075 607-65 30.000 EA | 1250.00000 37500.00| 1260.00000 37800.00| 1350.00000 40500.00 FLARED END TERMINAL | | | 0080 607-66 2.000 EA | 1500.00000 3000.00| 1365.00000 2730.00| 1550.00000 3100.00 TANGENT END TERMINAL | | | 0085 622-03 1.000 EA | 90.00000 90.00| 105.00000 105.00| 150.00000 150.00 CANTILEVER MAILBOX SUPPORT | | | 0090 636-06 25.000 DA | 350.00000 8750.00| 400.00000 10000.00| 380.00000 9500.00 PILOT TRUCK AND DRIVER | | | 0095 636-11 7015.000 UN | 0.01000 70.15| 1.10000 7716.50| 0.44000 3086.60 TRAFFIC CONTROL DEVICES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 008 -3 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 9916003 COUNTIES : BRAXTON LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 55-0663428 |(2) 55-0328627 |(3) 55-0552700 |MEADOWS STONE & PAVING, INC.|J. F. ALLEN COMPANY |WACO OIL & GAS CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 636-14 700.000 HR | 35.00000 24500.00| 40.00000 28000.00| 35.00000 24500.00 FLAGGER | | | 0105 307-01SG AA1 60.000 TN | 42.00000 2520.00| 26.05000 1563.00| 36.50000 2190.00 CLASS 1 AGGREGATE BASE COURSE STONE OR | | | GRAVEL | | | 0110 307-01S AA2 55.000 TN | | | CLASS 1 AGGREGATE BASE COURSE SLAG | | | 0115 308-01SG BB1 1280.000 TN | 17.25000 22080.00| 18.95000 24256.00| 17.95000 22976.00 CLASS 1 AGGREGATE, STONE OR GRAVEL | | | 0120 308-01S BB2 1165.000 TN | | | CLASS 1 AGGREGATE, SLAG | | | 0125 401-1(1)SG CC1 480.000 TN | 33.00000 15840.00| 35.85000 17208.00| 34.95000 16776.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0130 401-1(1)S CC2 437.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0135 401-3SG DD1 1610.000 TN | 32.00000 51520.00| 34.35000 55303.50| 33.50000 53935.00 HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | STONE OR GRAVEL | | | 0140 401-3S DD2 1465.000 TN | | | HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | SLAG | | | 0145 402-01(1)SG EE1 1610.000 TN | 34.50000 55545.00| 40.60000 65366.00| 35.95000 57879.50 HMA SKID PVT, (W-1) ST OR GR | | | 0150 402-01(1)S EE2 1465.000 TN | | | HMA SKID PVT, (W-1) SLAG | | | SECTION TOTALS | $ 424,024.14| $ 458,808.72| $ 488,834.29 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 424,024.14| $ 458,808.72| $ 488,834.29 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 009 -1 VENDOR RANKING CALL ORDER : 009 CONTRACT ID : 9805902 COUNTIES : HANCOCK LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : PENNSYLVANIA AVENUE PROJECT(S) : U315-0105/00-004.19 00 LOCATION: BEGIN: 0.07 MI W CR 22/1 END: 0.09 MI E CR 22/1 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0346067 JAMES WHITE CONSTRUCTION COMPANY, THE $ 133,133.84 100.0000% 2 55-0434699 SAVAGE CONSTRUCTION COMPANY, INC. $ 158,620.55 119.1436% 3 34-1421920 OHIO-WEST VIRGINIA EXCAVATING CO., INC. $ 159,176.50 119.5612% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 009 -2 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9805902 COUNTIES : HANCOCK LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 55-0346067 |(2) 55-0434699 |(3) 34-1421920 |JAMES WHITE CONSTRUCTION CO.|SAVAGE CONSTRUCTION COMPANY,|OHIO-WEST VIRGINIA EXCAVATIN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADD TURN LANES(3) | | | 0005 207-01 270.000 CY | 40.00000 10800.00| 79.00000 21330.00| 50.00000 13500.00 UNCLASSIFIED EXCAVATION | | | 0010 408-02 336.000 GA | 3.00000 1008.00| 3.20000 1075.20| 2.50000 840.00 BITUMINOUS MATERIAL | | | 0015 409-02 267.000 GA | 4.00000 1068.00| 4.25000 1134.75| 2.50000 667.50 BITUMINOUS MATERIAL | | | 0020 604-01(15)A2 140.000 LF | 45.00000 6300.00| 49.00000 6860.00| 85.00000 11900.00 METALLIC COATED CORRUGATED STEEL PIPE | | | 0025 605-04 3.000 EA | 1800.00000 5400.00| 1900.00000 5700.00| 3000.00000 9000.00 TYPE B INLET | | | 0030 605-19 1.000 EA | 900.00000 900.00| 690.00000 690.00| 1500.00000 1500.00 ADJUSTING TYPE B INLET | | | 0035 605-24 1.000 EA | 900.00000 900.00| 690.00000 690.00| 1500.00000 1500.00 ADJUSTING TYPE G INLET | | | 0040 636-11 5520.000 UN | 1.30000 7176.00| 1.39000 7672.80| 1.45000 8004.00 TRAFFIC CONTROL DEVICES | | | 0045 636-14 240.000 HR | 32.00000 7680.00| 33.00000 7920.00| 40.00000 9600.00 FLAGGER | | | 0050 639-01 LUMP| 3200.00000 3200.00| 9800.00000 9800.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKES | | | 0055 660-01 LUMP| 11700.00000 11700.00| 12210.00000 12210.00| 12000.00000 12000.00 SIGNAL CONTROLLERS | | | 0060 660-02(LPS-C) 6.000 EA | 185.00000 1110.00| 193.00000 1158.00| 200.00000 1200.00 TRAFFIC DETECTORS | | | 0065 660-03(V-12) 13.000 EA | 195.00000 2535.00| 205.00000 2665.00| 200.00000 2600.00 SIGNAL SECTIONS | | | 0070 660-05(H) 2.000 EA | 1310.00000 2620.00| 1375.00000 2750.00| 1300.00000 2600.00 JUNCTION BOXES, TYPE H | | | 0075 660-07 LUMP| 29000.00000 29000.00| 30470.00000 30470.00| 30000.00000 30000.00 MISCELLANEOUS SIGNAL | | | 0080 663-01-1(II)W 1524.000 LF | 0.27000 411.48| 0.30000 457.20| 0.25000 381.00 EDGE LINE, WHITE | | | 0085 663-02-1(II)W 102.000 LF | 0.27000 27.54| 0.55000 56.10| 0.50000 51.00 LANE LINE OR CENTERLINE, WHITE | | | 0090 663-02-1(II)Y 1476.000 LF | 0.27000 398.52| 0.30000 442.80| 0.25000 369.00 LANE LINE OR CENTERLINE YELLOW | | | 0095 663-04(II) 260.000 LF | 0.55000 143.00| 0.55000 143.00| 0.50000 130.00 TYPE II CHANNELIZING LINES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 009 -3 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9805902 COUNTIES : HANCOCK LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 55-0346067 |(2) 55-0434699 |(3) 34-1421920 |JAMES WHITE CONSTRUCTION CO.|SAVAGE CONSTRUCTION COMPANY,|OHIO-WEST VIRGINIA EXCAVATIN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 663-05(V)W 83.000 LF | 12.00000 996.00| 12.10000 1004.30| 11.00000 913.00 TYPE V STOP LINES, WHITE | | | 0105 663-06(V) 82.000 LF | 5.25000 430.50| 5.50000 451.00| 5.00000 410.00 TYPE V CROSSWALK LINES | | | 0110 663-07(V)Y 166.000 LF | 6.30000 1045.80| 6.60000 1095.60| 6.00000 996.00 TYPE V, STRIPES, YELLOW | | | 0115 663-10(V) 8.000 EA | 190.00000 1520.00| 198.00000 1584.00| 180.00000 1440.00 TYPE V, LANE ARROWS | | | 0120 663-11(V) 8.000 EA | 68.00000 544.00| 71.50000 572.00| 65.00000 520.00 TYPE V, LANE LETTERS | | | 0125 307-01SG AA1 260.000 TN | | | CLASS 1 AGGREGATE BASE COURSE STONE OR | | | GRAVEL | | | 0130 307-01S AA2 255.000 TN | 31.00000 7905.00| 33.00000 8415.00| 50.00000 12750.00 CLASS 1 AGGREGATE BASE COURSE SLAG | | | 0135 308-01SG BB1 20.000 TN | | | CLASS 1 AGGREGATE, STONE OR GRAVEL | | | 0140 308-01S BB2 18.000 TN | 58.00000 1044.00| 200.00000 3600.00| 50.00000 900.00 CLASS 1 AGGREGATE, SLAG | | | 0145 308-01STS BB3 22.000 TN | | | CLASS 1 AGGREGATE, STEEL SLAG | | | 0150 401-1(1)SG CC1 246.000 TN | | | HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0155 401-1(1)S CC2 224.000 TN | 53.00000 11872.00| 56.00000 12544.00| 60.00000 13440.00 HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0160 402-01(1)SG DD1 287.000 TN | | | HMA SKID PVT, (W-1) ST OR GR | | | 0165 402-01(1)S DD2 261.000 TN | 59.00000 15399.00| 61.80000 16129.80| 65.00000 16965.00 HMA SKID PVT, (W-1) SLAG | | | SECTION TOTALS | $ 133,133.84| $ 158,620.55| $ 159,176.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 133,133.84| $ 158,620.55| $ 159,176.50 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 010 -1 VENDOR RANKING CALL ORDER : 010 CONTRACT ID : 9218032 COUNTIES : MARION LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : FAIRVIEW CONCRETE GIRDER BRIDGE PROJECT(S) : S325-0218/00-011.47 00 LOCATION: OVER BENNEFIELD PRONG, 0.06 MI S CR 17 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 543,972.92 100.0000% 2 31-1556577 LANG CONSTRUCTION, INC. $ 626,542.17 115.1789% 3 25-1493101 UPON THIS ROCK CONSTRUCTION, INC. $ 720,323.69 132.4190% 4 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 755,764.00 138.9341% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 010 -2 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9218032 COUNTIES : MARION LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0710073 |(2) 31-1556577 |(3) 25-1493101 |TEAYS RIVER CONSTRUCTION COM|LANG CONSTRUCTION, INC. |UPON THIS ROCK CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201-01 1.000 LS | 10000.00000 10000.00| 3500.00000 3500.00| 7250.00000 7250.00 CLEARING AND GRUBBING | | | 0010 202-01 1.000 LS | 1.00000 1.00| 12000.00000 12000.00| 1.00000 1.00 BUILDING DEMOLITION | | | 0015 204-01 LUMP| 16350.00000 16350.00| 12000.00000 12000.00| 2250.00000 2250.00 MOBILIZATION | | | 0020 207-01 1207.900 M3 | 15.00000 18118.50| 17.00000 20534.30| 5.00000 6039.50 UNCLASSIFIED EXCAVATION | | | 0025 207-02 368.540 M3 | 45.00000 16584.30| 57.00000 21006.78| 35.00000 12898.90 SUBGRADE | | | 0030 207-34 2600.410 M2 | 1.00000 2600.41| 1.30000 3380.53| 1.00000 2600.41 FABRIC FOR SEPARATION | | | 0035 211-01 219.900 M3 | 45.00000 9895.50| 25.00000 5497.50| 5.00000 1099.50 UNCLASSIFIED BORROW EXCAVATION | | | 0040 240-01 36.750 M | 40.00000 1470.00| 31.00000 1139.25| 50.00000 1837.50 CLEANING CULVERTS | | | 0045 307-01 621.268 M3 | 25.00000 15531.70| 73.00000 45352.56| 40.00000 24850.72 CLASS I AGGREGATE BASE COURSE | | | 0050 408-02 281.400 L | 0.01000 2.81| 0.10000 28.14| 0.01000 2.81 BITUMINOUS MATERIAL | | | 0055 409-02 4202.371 L | 0.01000 42.02| 0.10000 420.24| 0.01000 42.02 BITUMINOUS MATERIAL PRIME | | | 0060 502-01300 141.000 M2 | 175.00000 24675.00| 145.00000 20445.00| 150.00000 21150.00 PORTLAND CEMENT CONCRETE APPRACH SLAB | | | 300MM | | | 0065 605-04 7.000 EA | 1100.00000 7700.00| 1300.00000 9100.00| 950.00000 6650.00 TYPE B INLET | | | 0070 605-09 1.000 EA | 1300.00000 1300.00| 3600.00000 3600.00| 1075.00000 1075.00 TYPE G INLET | | | 0075 606-18300 222.168 M | 29.00000 6442.87| 30.00000 6665.04| 36.00000 7998.05 PREFABRICATED EDGE DRAIN | | | 0080 607-012 80.010 M | 58.00000 4640.58| 85.00000 6800.85| 58.00000 4640.58 TYPE 1 GUARDRAIL CLASS II | | | 0085 607-06 2.000 EA | 750.00000 1500.00| 1200.00000 2400.00| 750.00000 1500.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0090 609-01 255.430 M2 | 40.00000 10217.20| 40.00000 10217.20| 42.00000 10728.06 CONCRETE SIDEWALK | | | 0095 609-02 38.310 M3 | 117.00000 4482.27| 180.00000 6895.80| 75.00000 2873.25 BED COURSE MATERIAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 010 -3 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9218032 COUNTIES : MARION LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0710073 |(2) 31-1556577 |(3) 25-1493101 |TEAYS RIVER CONSTRUCTION COM|LANG CONSTRUCTION, INC. |UPON THIS ROCK CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 610-031 12.546 M | 115.00000 1442.79| 127.00000 1593.34| 220.00000 2760.12 COMBINATION CONCRETE CURBING AND GUTTER | | | TYPE I | | | 0105 610-032 32.969 M | 105.00000 3461.75| 95.00000 3132.06| 210.00000 6923.49 COMBINED CONCRETE CURBING AND GUTTER | | | TYPE II | | | 0110 610-033 3.967 M | 100.00000 396.70| 180.00000 714.06| 320.00000 1269.44 COMBINED CONCRETE CURBING AND GUTTER | | | TYPE III | | | 0115 610-034 106.167 M | 100.00000 10616.70| 60.00000 6370.02| 145.00000 15394.22 COMBINED CONCRETE CURBING & GUTTER TYPE | | | IV | | | 0120 610-051 83.838 M | 30.00000 2515.14| 21.00000 1760.60| 30.00000 2515.14 BITUMINOUS CURBING TYPE I | | | 0125 610-054 16.762 M | 30.00000 502.86| 22.00000 368.76| 30.00000 502.86 BITUMINOUS CURBING TYPE IV | | | 0130 636-07 200.000 M | 2.50000 500.00| 3.50000 700.00| 2.50000 500.00 ERADICATION PAVEMENT MARKINGS | | | 0135 636-08 500.000 M | 1.50000 750.00| 2.20000 1100.00| 1.50000 750.00 TEMP PVMT MARKING-PAINT | | | 0140 636-09 100.000 M | 3.50000 350.00| 5.00000 500.00| 3.45000 345.00 TEMP PVMT MARKING-TAPE | | | 0145 636-11 6440.000 UN | 1.00000 6440.00| 1.30000 8372.00| 0.95000 6118.00 TRAFFIC CONTROL DEVICE | | | 0150 636-12 2.000 EA | 250.00000 500.00| 180.00000 360.00| 250.00000 500.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 0155 636-13 50.000 EA | 3.00000 150.00| 4.00000 200.00| 3.00000 150.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 0160 636-14 200.000 HR | 0.01000 2.00| 45.00000 9000.00| 35.00000 7000.00 FLAGGER | | | 0165 636-25B 720.000 DA | 1.50000 1080.00| 2.00000 1440.00| 1.65000 1188.00 WARNING LIGHTS TYPE B | | | 0170 638-02 20.000 EA | 20.00000 400.00| 190.00000 3800.00| 80.00000 1600.00 RIGHT OF WAY MARKERS | | | 0175 639-01 LUMP| 1000.00000 1000.00| 5500.00000 5500.00| 2250.00000 2250.00 CONSTRUCTION LAYOUT STAKES | | | 0180 642-14 LUMP| 500.00000 500.00| 3500.00000 3500.00| 250.00000 250.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 010 -4 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9218032 COUNTIES : MARION LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0710073 |(2) 31-1556577 |(3) 25-1493101 |TEAYS RIVER CONSTRUCTION COM|LANG CONSTRUCTION, INC. |UPON THIS ROCK CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 401-1(1)S AA1 630.239 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0190 401-1(1)SG AA2 660.250 MGR | 47.00000 31031.75| 69.00000 45557.25| 46.95000 30998.74 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0195 402-01(1)S BB1 132.509 MGR | | | HOT MIX ASPHALT SKID PAVEMENT, SLAG | | | 0200 402-01(1)SG BB2 138.819 MGR | 95.00000 13187.81| 139.00000 19295.84| 94.76000 13154.49 HOT MIX ASPHALT SKID PAVEMENT, STONE OR | | | GRAVEL | | | 0205 604-040450A2 CC1 83.244 M | | | FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIP E, 450MM, A2 | | | 0210 604-3704502 CC2 83.244 M | | | REINFORCED CONCRETE PIPE, 450MM, CLII | | | 0215 604-760450A2 CC3 83.244 M | 165.00000 13735.26| 250.00000 20811.00| 120.00000 9989.28 ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 450MM, A2 | | | SECTION TOTALS | $ 240,116.92| $ 325,058.12| $ 219,646.08 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE | | | 0220 203-01 LUMP| 15000.00000 15000.00| 13500.00000 13500.00| 95828.72000 95828.72 DISMANTLING STRUCTURES | | | 0225 211-02 58.000 M3 | 70.00000 4060.00| 175.00000 10150.00| 65.00000 3770.00 ROCK BORROW EXCAVATION | | | 0230 212-01 58.000 M3 | 150.00000 8700.00| 46.00000 2668.00| 60.00000 3480.00 STRUCTURE EXCAVATION | | | 0235 212-02 98.000 M3 | 70.00000 6860.00| 130.00000 12740.00| 60.00000 5880.00 WET EXCAVATION | | | 0240 212-05 24.000 M3 | 135.00000 3240.00| 450.00000 10800.00| 100.00000 2400.00 SELECT MATERIAL FOR BACKFILLING | | | 0245 601-02 111.000 M3 | 550.00000 61050.00| 460.00000 51060.00| 775.00000 86025.00 CLASS B CONCRETE | | | 0250 601-03 49.000 M3 | 1000.00000 49000.00| 1200.00000 58800.00| 1625.00000 79625.00 CLASS K CONCRETE | | | 0255 602-01 4273.000 KG | 2.00000 8546.00| 1.75000 7477.75| 1.10000 4700.30 REIN STEEL BARS | | | 0260 602-02 9263.000 KG | 2.00000 18526.00| 2.25000 20841.75| 1.30000 12041.90 EPOXY COATED REINFORCING BARS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 010 -5 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9218032 COUNTIES : MARION LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0710073 |(2) 31-1556577 |(3) 25-1493101 |TEAYS RIVER CONSTRUCTION COM|LANG CONSTRUCTION, INC. |UPON THIS ROCK CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0265 603-01 60.000 M | 460.00000 27600.00| 685.00000 41100.00| 440.00000 26400.00 PRESTRESSED CONCRETE BEAMS | | | 0270 617-03 16.000 M | 380.00000 6080.00| 550.00000 8800.00| 335.00000 5360.00 ALUMINUM RAILING | | | 0275 636-05 LUMP| 60000.00000 60000.00| 32000.00000 32000.00| 138250.00000 138250.00 TEMPORARY STRUCTURES FOR MAINTAINING | | | TRAFFIC | | | 0280 639-01 LUMP| 1000.00000 1000.00| 4300.00000 4300.00| 2250.00000 2250.00 CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ 269,662.00| $ 274,237.50| $ 466,010.92 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 WATER LINE RELOCATION | | | 0285 670-04150252 14.191 M | 240.00000 3405.84| 215.00000 3051.07| 255.00000 3618.71 DUCTILE IRON PIPE TYPE II CLASS 52, | | | 150MM | | | 0290 670-04150554 14.228 M | 320.00000 4552.96| 410.00000 5833.48| 285.00000 4054.98 DUCTILE IRON PIPE TYPE V CL54, 150MM | | | 0295 670-09150 2.000 EA | 600.00000 1200.00| 520.00000 1040.00| 1325.00000 2650.00 GATE VALVE AND VALVE BOX, 150MM | | | SECTION TOTALS | $ 9,158.80| $ 9,924.55| $ 10,323.69 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 SEWER LINE RELOCATION | | | 0300 675-08150251 84.600 M | 166.00000 14043.60| 110.00000 9306.00| 165.00000 13959.00 DUCTILE IRON SEWER PIPE TYPE II, CLASS | | | 51, 150MM | | | 0305 675-14 3.000 EA | 2300.00000 6900.00| 1900.00000 5700.00| 2625.00000 7875.00 MANHOLE COMPLETE, INCLUDING CASTINGS | | | 0310 675-21030006 38.600 M | 106.00000 4091.60| 60.00000 2316.00| 65.00000 2509.00 STEEL CASING PIPE 300MM 6.35MM | | | SECTION TOTALS | $ 25,035.20| $ 17,322.00| $ 24,343.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 543,972.92| $ 626,542.17| $ 720,323.69 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 010 -6 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9218032 COUNTIES : MARION LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 04 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 ROADWAY | | | 0005 201-01 1.000 LS | 99000.00000 99000.00| | CLEARING AND GRUBBING | | | 0010 202-01 1.000 LS | 100.00000 100.00| | BUILDING DEMOLITION | | | 0015 204-01 LUMP| 28000.00000 28000.00| | MOBILIZATION | | | 0020 207-01 1207.900 M3 | 15.00000 18118.50| | UNCLASSIFIED EXCAVATION | | | 0025 207-02 368.540 M3 | 60.00000 22112.40| | SUBGRADE | | | 0030 207-34 2600.410 M2 | 2.00000 5200.82| | FABRIC FOR SEPARATION | | | 0035 211-01 219.900 M3 | 17.00000 3738.30| | UNCLASSIFIED BORROW EXCAVATION | | | 0040 240-01 36.750 M | 100.00000 3675.00| | CLEANING CULVERTS | | | 0045 307-01 621.268 M3 | 60.00000 37276.08| | CLASS I AGGREGATE BASE COURSE | | | 0050 408-02 281.400 L | 0.10000 28.14| | BITUMINOUS MATERIAL | | | 0055 409-02 4202.371 L | 0.10000 420.24| | BITUMINOUS MATERIAL PRIME | | | 0060 502-01300 141.000 M2 | 160.00000 22560.00| | PORTLAND CEMENT CONCRETE APPRACH SLAB | | | 300MM | | | 0065 605-04 7.000 EA | 2200.00000 15400.00| | TYPE B INLET | | | 0070 605-09 1.000 EA | 2200.00000 2200.00| | TYPE G INLET | | | 0075 606-18300 222.168 M | 30.00000 6665.04| | PREFABRICATED EDGE DRAIN | | | 0080 607-012 80.010 M | 80.00000 6400.80| | TYPE 1 GUARDRAIL CLASS II | | | 0085 607-06 2.000 EA | 785.00000 1570.00| | THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0090 609-01 255.430 M2 | 100.00000 25543.00| | CONCRETE SIDEWALK | | | 0095 609-02 38.310 M3 | 100.00000 3831.00| | BED COURSE MATERIAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 010 -7 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9218032 COUNTIES : MARION LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 04 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 610-031 12.546 M | 100.00000 1254.60| | COMBINATION CONCRETE CURBING AND GUTTER | | | TYPE I | | | 0105 610-032 32.969 M | 100.00000 3296.90| | COMBINED CONCRETE CURBING AND GUTTER | | | TYPE II | | | 0110 610-033 3.967 M | 100.00000 396.70| | COMBINED CONCRETE CURBING AND GUTTER | | | TYPE III | | | 0115 610-034 106.167 M | 100.00000 10616.70| | COMBINED CONCRETE CURBING & GUTTER TYPE | | | IV | | | 0120 610-051 83.838 M | 35.00000 2934.33| | BITUMINOUS CURBING TYPE I | | | 0125 610-054 16.762 M | 35.00000 586.67| | BITUMINOUS CURBING TYPE IV | | | 0130 636-07 200.000 M | 3.00000 600.00| | ERADICATION PAVEMENT MARKINGS | | | 0135 636-08 500.000 M | 2.00000 1000.00| | TEMP PVMT MARKING-PAINT | | | 0140 636-09 100.000 M | 4.00000 400.00| | TEMP PVMT MARKING-TAPE | | | 0145 636-11 6440.000 UN | 0.80000 5152.00| | TRAFFIC CONTROL DEVICE | | | 0150 636-12 2.000 EA | 0.50000 1.00| | CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 0155 636-13 50.000 EA | 0.02000 1.00| | CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 0160 636-14 200.000 HR | 35.00000 7000.00| | FLAGGER | | | 0165 636-25B 720.000 DA | 3.00000 2160.00| | WARNING LIGHTS TYPE B | | | 0170 638-02 20.000 EA | 100.00000 2000.00| | RIGHT OF WAY MARKERS | | | 0175 639-01 LUMP| 10000.00000 10000.00| | CONSTRUCTION LAYOUT STAKES | | | 0180 642-14 LUMP| 100.00000 100.00| | TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 010 -8 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9218032 COUNTIES : MARION LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 04 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 401-1(1)S AA1 630.239 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0190 401-1(1)SG AA2 660.250 MGR | 50.00000 33012.50| | HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0195 402-01(1)S BB1 132.509 MGR | | | HOT MIX ASPHALT SKID PAVEMENT, SLAG | | | 0200 402-01(1)SG BB2 138.819 MGR | 100.00000 13881.90| | HOT MIX ASPHALT SKID PAVEMENT, STONE OR | | | GRAVEL | | | 0205 604-040450A2 CC1 83.244 M | 240.00000 19978.56| | FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIP E, 450MM, A2 | | | 0210 604-3704502 CC2 83.244 M | | | REINFORCED CONCRETE PIPE, 450MM, CLII | | | 0215 604-760450A2 CC3 83.244 M | | | ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 450MM, A2 | | | SECTION TOTALS | $ 416,212.18| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE | | | 0220 203-01 LUMP| 45000.00000 45000.00| | DISMANTLING STRUCTURES | | | 0225 211-02 58.000 M3 | 50.00000 2900.00| | ROCK BORROW EXCAVATION | | | 0230 212-01 58.000 M3 | 25.00000 1450.00| | STRUCTURE EXCAVATION | | | 0235 212-02 98.000 M3 | 40.00000 3920.00| | WET EXCAVATION | | | 0240 212-05 24.000 M3 | 100.00000 2400.00| | SELECT MATERIAL FOR BACKFILLING | | | 0245 601-02 111.000 M3 | 525.00000 58275.00| | CLASS B CONCRETE | | | 0250 601-03 49.000 M3 | 700.00000 34300.00| | CLASS K CONCRETE | | | 0255 602-01 4273.000 KG | 1.50000 6409.50| | REIN STEEL BARS | | | 0260 602-02 9263.000 KG | 1.75000 16210.25| | EPOXY COATED REINFORCING BARS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 010 -9 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9218032 COUNTIES : MARION LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 04 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0265 603-01 60.000 M | 425.00000 25500.00| | PRESTRESSED CONCRETE BEAMS | | | 0270 617-03 16.000 M | 250.00000 4000.00| | ALUMINUM RAILING | | | 0275 636-05 LUMP| 92000.00000 92000.00| | TEMPORARY STRUCTURES FOR MAINTAINING | | | TRAFFIC | | | 0280 639-01 LUMP| 5000.83000 5000.83| | CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ 297,365.58| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 WATER LINE RELOCATION | | | 0285 670-04150252 14.191 M | 32.86000 466.32| | DUCTILE IRON PIPE TYPE II CLASS 52, | | | 150MM | | | 0290 670-04150554 14.228 M | 174.90000 2488.48| | DUCTILE IRON PIPE TYPE V CL54, 150MM | | | 0295 670-09150 2.000 EA | 330.72000 661.44| | GATE VALVE AND VALVE BOX, 150MM | | | SECTION TOTALS | $ 3,616.24| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 SEWER LINE RELOCATION | | | 0300 675-08150251 84.600 M | 200.00000 16920.00| | DUCTILE IRON SEWER PIPE TYPE II, CLASS | | | 51, 150MM | | | 0305 675-14 3.000 EA | 4000.00000 12000.00| | MANHOLE COMPLETE, INCLUDING CASTINGS | | | 0310 675-21030006 38.600 M | 250.00000 9650.00| | STEEL CASING PIPE 300MM 6.35MM | | | SECTION TOTALS | $ 38,570.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 755,764.00| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 011 -1 VENDOR RANKING CALL ORDER : 011 CONTRACT ID : 9722404 COUNTIES : NICHOLAS LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 09 CONTRACT DESCRIPTION : CANVAS - NETTIE ROAD PROJECT(S) : U334-0039/00-034.55 00 LOCATION: MP 34.55 OF WV RTE 39 0.57 MI E OF CR 39/5 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-1527447 MOUNTAINEER GRADING CO. $ 2,051,345.07 100.0000% 2 55-0710237 CENTRAL CONTRACTING, INC. $ 2,138,424.05 104.2449% 3 55-0491480 LANG BROTHERS, INC. $ 2,215,963.60 108.0249% 4 55-0328627 J. F. ALLEN COMPANY $ 2,407,765.28 117.3749% 5 55-0535003 KANAWHA STONE COMPANY, INC. $ 2,475,500.00 120.6769% 6 55-0477166 R.B.S., INC. $ 2,696,095.81 131.4306% 7 55-0461872 FAIRFAX TRUCKING COMPANY & SUBSIDIARIES $ 2,849,959.05 138.9312% 8 31-4444098 ALAN STONE CO., INC. $ 2,850,398.56 138.9526% 9 34-1173229 CHAPMAN EXCAVATING, INC. $ 3,298,228.50 160.7836% 10 55-0544171 FAYETTE CONSTRUCTION COMPANY, INC. $ 3,885,252.18 189.4002% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 011 -2 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 9722404 COUNTIES : NICHOLAS LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 31-1527447 |(2) 55-0710237 |(3) 55-0491480 |MOUNTAINEER GRADING CO. |CENTRAL CONTRACTING, INC. |LANG BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201-01 1.000 LS | 74600.00000 74600.00| 31720.95000 31720.95| 36000.00000 36000.00 CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 32960.00000 32960.00| 91722.17000 91722.17| 60000.00000 60000.00 MOBILIZATION | | | 0015 207-01 42682.000 M3 | 5.84000 249262.88| 5.89000 251396.98| 5.75000 245421.50 UNCLASSIFIED EXCAVATION | | | 0020 207-02 1446.000 M3 | 10.27000 14850.42| 43.92000 63508.32| 40.00000 57840.00 SUBGRADE | | | 0025 207-34 9584.000 M2 | 1.00000 9584.00| 1.22000 11692.48| 1.15000 11021.60 FABRIC FOR SEPARATION | | | 0030 211-01 243480.000 M3 | 4.13000 1005572.40| 3.62000 881397.60| 4.00000 973920.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 211-02 20509.000 M3 | 0.01000 205.09| 4.24000 86958.16| 4.00000 82036.00 ROCK BORROW EXCAVATION | | | 0040 307-01 734.000 M3 | 36.21000 26578.14| 40.42000 29668.28| 50.00000 36700.00 CLASS I AGGREGATE BASE COURSE | | | 0045 308-01 956.000 MGR | 18.68000 17858.08| 19.53000 18670.68| 17.75000 16969.00 CLASS 1 AGGREGATE BASE COURSE | | | 0050 311-06 529.000 M3 | 63.92000 33813.68| 66.83000 35353.07| 60.75000 32136.75 OPEN GRADED FREE DRAINING BASE | | | 0055 409-02 23734.000 L | 0.20000 4746.80| 0.21000 4984.14| 0.20000 4746.80 BITUMINOUS MATERIAL PRIME | | | 0060 601-02 14.800 M3 | 1100.00000 16280.00| 1980.00000 29304.00| 1750.00000 25900.00 CLASS B CONCRETE | | | 0065 604-010450A2 73.250 M | 150.00000 10987.50| 141.93000 10396.37| 155.00000 11353.75 METALLIC COATED CORRUGATED STEEL PIPE, | | | 450MM, A2 | | | 0070 604-010600A2 14.000 M | 115.00000 1610.00| 167.49000 2344.86| 195.00000 2730.00 METALLIC COATED CORRUGATED STEEL PIPE, | | | 600MM, A2 | | | 0075 604-041800E3 133.000 M | 960.00000 127680.00| 998.12000 132749.96| 1350.00000 179550.00 FULL BITUMINUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIPE 1800MM, E3 | | | 0080 605-09 5.000 EA | 1390.00000 6950.00| 1473.27000 7366.35| 2450.00000 12250.00 TYPE G INLET | | | 0085 606-29 655.000 M | 55.00000 36025.00| 23.65000 15490.75| 21.50000 14082.50 FREE DRAINING BASE (FDB) TRENCH | | | 0090 606-30 70.000 M | 52.75000 3692.50| 81.40000 5698.00| 74.00000 5180.00 OUTLET PIPE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 011 -3 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 9722404 COUNTIES : NICHOLAS LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 31-1527447 |(2) 55-0710237 |(3) 55-0491480 |MOUNTAINEER GRADING CO. |CENTRAL CONTRACTING, INC. |LANG BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 607-011 788.000 M | 30.00000 23640.00| 34.10000 26870.80| 28.80000 22694.40 TYPE 1 GUARDRAIL, CLASS I | | | 0100 607-65 3.000 EA | 1365.00000 4095.00| 1760.00000 5280.00| 1300.00000 3900.00 FLARED END TERMINAL | | | 0105 636-07 650.000 M | 2.63000 1709.50| 2.75000 1787.50| 2.50000 1625.00 ERADICATION PAVEMENT MARKINGS | | | 0110 636-08 2000.000 M | 1.05000 2100.00| 1.10000 2200.00| 1.00000 2000.00 TEMP PVMT MARKING-PAINT | | | 0115 636-09 500.000 M | 3.63000 1815.00| 3.80000 1900.00| 3.45000 1725.00 TEMP PVMT MARKING-TAPE | | | 0120 636-11 10740.000 UN | 0.95000 10203.00| 0.99000 10632.60| 0.90000 9666.00 TRAFFIC CONTROL DEVICE | | | 0125 636-12 3.000 EA | 479.65000 1438.95| 275.00000 825.00| 250.00000 750.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 0130 636-13 100.000 EA | 5.00000 500.00| 3.30000 330.00| 3.00000 300.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 0135 636-14 600.000 HR | 35.00000 21000.00| 36.48000 21888.00| 35.00000 21000.00 FLAGGER | | | 0140 636-25B 900.000 DA | 1.74000 1566.00| 1.82000 1638.00| 1.65000 1485.00 WARNING LIGHTS TYPE B | | | 0145 637-01 2973.000 M3 | 3.00000 8919.00| 9.43000 28035.39| 11.00000 32703.00 WATER FOR DUST PALLIATIVE | | | 0150 638-02 11.000 EA | 60.00000 660.00| 203.13000 2234.43| 45.00000 495.00 RIGHT OF WAY MARKERS | | | 0155 639-01 LUMP| 37600.00000 37600.00| 25784.83000 25784.83| 50000.00000 50000.00 CONSTRUCTION LAYOUT STAKES | | | 0160 640-02 LUMP| 5000.00000 5000.00| 10634.58000 10634.58| 6000.00000 6000.00 SMALL FIELD OFFICE/STORAGE BUILDING | | | 0165 640-03 LUMP| 3500.00000 3500.00| 9452.96000 9452.96| 1500.00000 1500.00 BUILDING EQUIPMENT | | | 0170 642-01 495.000 M | 1.75000 866.25| 1.82000 900.90| 3.00000 1485.00 TEMPORARY BERMS | | | 0175 642-02 34.000 M | 10.00000 340.00| 29.86000 1015.24| 34.00000 1156.00 SLOPE DRAINS | | | 0180 642-031 30.000 EA | 20.00000 600.00| 41.59000 1247.70| 325.00000 9750.00 DITCH CHECKS | | | 0185 642-033 550.000 M3 | 7.40000 4070.00| 13.24000 7282.00| 6.00000 3300.00 SEDIMENT TRAP | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 011 -4 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 9722404 COUNTIES : NICHOLAS LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 31-1527447 |(2) 55-0710237 |(3) 55-0491480 |MOUNTAINEER GRADING CO. |CENTRAL CONTRACTING, INC. |LANG BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 642-036 275.000 M3 | 10.00000 2750.00| 13.26000 3646.50| 8.00000 2200.00 SEDIMENT REMOVAL | | | 0195 642-041 300.000 KG | 0.01000 3.00| 0.01000 3.00| 0.01000 3.00 TEMPORARY SEED | | | 0200 642-044 604.000 KG | 4.16000 2512.64| 4.35000 2627.40| 3.95000 2385.80 SEED MIXTURE L | | | 0205 642-051 20.000 MGR | 473.46000 9469.20| 495.00000 9900.00| 450.00000 9000.00 STRAW OR HAY MULCH | | | 0210 642-06 4.000 MGR | 605.00000 2420.00| 632.50000 2530.00| 575.00000 2300.00 FERTILIZER | | | 0215 642-07 500.000 M2 | 0.79000 395.00| 0.83000 415.00| 0.75000 375.00 FIBER MATTING | | | 0220 642-09 1210.000 M | 2.85000 3448.50| 1.36000 1645.60| 5.50000 6655.00 CONTOUR DITCH | | | 0225 642-10 15.000 MGR | 26.30000 394.50| 27.50000 412.50| 25.00000 375.00 AGRICULTURAL LIMESTONE | | | 0230 642-12 1210.000 M | 5.50000 6655.00| 13.59000 16443.90| 3.15000 3811.50 SILT FENCE | | | 0235 652-01 15.000 MGR | 26.30000 394.50| 27.50000 412.50| 25.00000 375.00 AGRICULTURAL LIMESTONE | | | 0240 652-021 2.000 MGR | 894.32000 1788.64| 935.00000 1870.00| 850.00000 1700.00 FERTILIZER 10-20-10 | | | 0245 652-022 1.500 MGR | 1262.00000 1893.00| 1320.00000 1980.00| 1200.00000 1800.00 UREA FORMALDEHYDE FERTILIZER | | | 0250 652-035 604.000 KG | 2.10000 1268.40| 2.20000 1328.80| 2.00000 1208.00 SEED MIXTURE L | | | 0255 652-041 20.000 MGR | 473.50000 9470.00| 495.00000 9900.00| 450.00000 9000.00 STRAW OR HAY MULCH | | | 0260 655-02A 779.000 M2 | 6.30000 4907.70| 6.60000 5141.40| 6.00000 4674.00 PERMANENT EROSION MATTING, TYPE A | | | 0265 401-1(1)SG AA1 4770.000 MGR | 37.04000 176680.80| 38.72000 184694.40| 35.20000 167904.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0270 401-1(1)S AA2 4341.000 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0275 402-01(1)SG BB1 500.000 MGR | 48.03000 24015.00| 50.22000 25110.00| 45.65000 22825.00 HOT MIX ASPHALT SKID PAVEMENT, STONE OR | | | GRAVEL | | | 0280 402-01(1)S BB2 455.000 MGR | | | HOT MIX ASPHALT SKID PAVEMENT, SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 011 -5 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 9722404 COUNTIES : NICHOLAS LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 31-1527447 |(2) 55-0710237 |(3) 55-0491480 |MOUNTAINEER GRADING CO. |CENTRAL CONTRACTING, INC. |LANG BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 2,051,345.07| $ 2,138,424.05| $ 2,215,963.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,051,345.07| $ 2,138,424.05| $ 2,215,963.60 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 011 -6 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 9722404 COUNTIES : NICHOLAS LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 55-0535003 |(6) 55-0477166 |J. F. ALLEN COMPANY |KANAWHA STONE COMPANY, INC. |R.B.S., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201-01 1.000 LS | 268213.29000 268213.29| 86802.82000 86802.82| 125000.00000 125000.00 CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 72233.00000 72233.00| 45000.00000 45000.00| 75000.00000 75000.00 MOBILIZATION | | | 0015 207-01 42682.000 M3 | 5.15000 219812.30| 6.14000 262067.48| 7.67000 327370.94 UNCLASSIFIED EXCAVATION | | | 0020 207-02 1446.000 M3 | 46.85000 67745.10| 51.00000 73746.00| 45.00000 65070.00 SUBGRADE | | | 0025 207-34 9584.000 M2 | 1.10000 10542.40| 1.20000 11500.80| 1.20000 11500.80 FABRIC FOR SEPARATION | | | 0030 211-01 243480.000 M3 | 4.02000 978789.60| 4.80000 1168704.00| 5.20000 1266096.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 211-02 20509.000 M3 | 4.02000 82446.18| 4.80000 98443.20| 7.00000 143563.00 ROCK BORROW EXCAVATION | | | 0040 307-01 734.000 M3 | 44.60000 32736.40| 52.00000 38168.00| 45.00000 33030.00 CLASS I AGGREGATE BASE COURSE | | | 0045 308-01 956.000 MGR | 18.80000 17972.80| 18.50000 17686.00| 17.60000 16825.60 CLASS 1 AGGREGATE BASE COURSE | | | 0050 311-06 529.000 M3 | 73.15000 38696.35| 63.40000 33538.60| 76.00000 40204.00 OPEN GRADED FREE DRAINING BASE | | | 0055 409-02 23734.000 L | 0.01000 237.34| 0.20000 4746.80| 0.27000 6408.18 BITUMINOUS MATERIAL PRIME | | | 0060 601-02 14.800 M3 | 1500.00000 22200.00| 2270.00000 33596.00| 1000.00000 14800.00 CLASS B CONCRETE | | | 0065 604-010450A2 73.250 M | 234.05000 17144.16| 172.00000 12599.00| 260.00000 19045.00 METALLIC COATED CORRUGATED STEEL PIPE, | | | 450MM, A2 | | | 0070 604-010600A2 14.000 M | 316.35000 4428.90| 223.00000 3122.00| 525.00000 7350.00 METALLIC COATED CORRUGATED STEEL PIPE, | | | 600MM, A2 | | | 0075 604-041800E3 133.000 M | 1071.80000 142549.40| 1145.00000 152285.00| 750.00000 99750.00 FULL BITUMINUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIPE 1800MM, E3 | | | 0080 605-09 5.000 EA | 2500.00000 12500.00| 1700.00000 8500.00| 2184.00000 10920.00 TYPE G INLET | | | 0085 606-29 655.000 M | 25.00000 16375.00| 22.50000 14737.50| 16.00000 10480.00 FREE DRAINING BASE (FDB) TRENCH | | | 0090 606-30 70.000 M | 70.00000 4900.00| 77.30000 5411.00| 82.00000 5740.00 OUTLET PIPE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 011 -7 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 9722404 COUNTIES : NICHOLAS LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 55-0535003 |(6) 55-0477166 |J. F. ALLEN COMPANY |KANAWHA STONE COMPANY, INC. |R.B.S., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 607-011 788.000 M | 29.32000 23104.16| 30.00000 23640.00| 34.10000 26870.80 TYPE 1 GUARDRAIL, CLASS I | | | 0100 607-65 3.000 EA | 1338.75000 4016.25| 1360.00000 4080.00| 1780.00000 5340.00 FLARED END TERMINAL | | | 0105 636-07 650.000 M | 2.69000 1748.50| 2.60000 1690.00| 1.80000 1170.00 ERADICATION PAVEMENT MARKINGS | | | 0110 636-08 2000.000 M | 1.08000 2160.00| 1.05000 2100.00| 1.00000 2000.00 TEMP PVMT MARKING-PAINT | | | 0115 636-09 500.000 M | 3.71000 1855.00| 3.60000 1800.00| 3.83000 1915.00 TEMP PVMT MARKING-TAPE | | | 0120 636-11 10740.000 UN | 0.97000 10417.80| 0.95000 10203.00| 1.10000 11814.00 TRAFFIC CONTROL DEVICE | | | 0125 636-12 3.000 EA | 268.75000 806.25| 260.00000 780.00| 330.00000 990.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 0130 636-13 100.000 EA | 3.23000 323.00| 3.10000 310.00| 3.30000 330.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 0135 636-14 600.000 HR | 45.00000 27000.00| 47.00000 28200.00| 35.00000 21000.00 FLAGGER | | | 0140 636-25B 900.000 DA | 1.77000 1593.00| 1.70000 1530.00| 1.60000 1440.00 WARNING LIGHTS TYPE B | | | 0145 637-01 2973.000 M3 | 0.01000 29.73| 5.00000 14865.00| 6.50000 19324.50 WATER FOR DUST PALLIATIVE | | | 0150 638-02 11.000 EA | 200.00000 2200.00| 120.00000 1320.00| 100.00000 1100.00 RIGHT OF WAY MARKERS | | | 0155 639-01 LUMP| 23400.00000 23400.00| 40000.00000 40000.00| 15000.00000 15000.00 CONSTRUCTION LAYOUT STAKES | | | 0160 640-02 LUMP| 12000.00000 12000.00| 15000.00000 15000.00| 6500.00000 6500.00 SMALL FIELD OFFICE/STORAGE BUILDING | | | 0165 640-03 LUMP| 5000.00000 5000.00| 2500.00000 2500.00| 2500.00000 2500.00 BUILDING EQUIPMENT | | | 0170 642-01 495.000 M | 0.01000 4.95| 0.55000 272.25| 1.90000 940.50 TEMPORARY BERMS | | | 0175 642-02 34.000 M | 100.00000 3400.00| 16.00000 544.00| 18.26000 620.84 SLOPE DRAINS | | | 0180 642-031 30.000 EA | 150.00000 4500.00| 115.00000 3450.00| 80.00000 2400.00 DITCH CHECKS | | | 0185 642-033 550.000 M3 | 10.00000 5500.00| 5.80000 3190.00| 8.40000 4620.00 SEDIMENT TRAP | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 011 -8 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 9722404 COUNTIES : NICHOLAS LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 55-0535003 |(6) 55-0477166 |J. F. ALLEN COMPANY |KANAWHA STONE COMPANY, INC. |R.B.S., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 642-036 275.000 M3 | 0.01000 2.75| 5.80000 1595.00| 4.09000 1124.75 SEDIMENT REMOVAL | | | 0195 642-041 300.000 KG | 0.01000 3.00| 0.01000 3.00| 0.02000 6.00 TEMPORARY SEED | | | 0200 642-044 604.000 KG | 4.25000 2567.00| 4.10000 2476.40| 4.40000 2657.60 SEED MIXTURE L | | | 0205 642-051 20.000 MGR | 483.75000 9675.00| 470.00000 9400.00| 495.00000 9900.00 STRAW OR HAY MULCH | | | 0210 642-06 4.000 MGR | 618.13000 2472.52| 600.00000 2400.00| 635.00000 2540.00 FERTILIZER | | | 0215 642-07 500.000 M2 | 0.81000 405.00| 0.80000 400.00| 0.85000 425.00 FIBER MATTING | | | 0220 642-09 1210.000 M | 0.01000 12.10| 0.55000 665.50| 0.61000 738.10 CONTOUR DITCH | | | 0225 642-10 15.000 MGR | 26.88000 403.20| 26.00000 390.00| 30.00000 450.00 AGRICULTURAL LIMESTONE | | | 0230 642-12 1210.000 M | 10.00000 12100.00| 11.00000 13310.00| 6.00000 7260.00 SILT FENCE | | | 0235 652-01 15.000 MGR | 26.88000 403.20| 26.10000 391.50| 30.00000 450.00 AGRICULTURAL LIMESTONE | | | 0240 652-021 2.000 MGR | 913.75000 1827.50| 888.00000 1776.00| 925.00000 1850.00 FERTILIZER 10-20-10 | | | 0245 652-022 1.500 MGR | 1290.00000 1935.00| 1253.00000 1879.50| 1350.00000 2025.00 UREA FORMALDEHYDE FERTILIZER | | | 0250 652-035 604.000 KG | 2.15000 1298.60| 2.10000 1268.40| 2.20000 1328.80 SEED MIXTURE L | | | 0255 652-041 20.000 MGR | 483.75000 9675.00| 470.00000 9400.00| 500.00000 10000.00 STRAW OR HAY MULCH | | | 0260 655-02A 779.000 M2 | 6.45000 5024.55| 6.25000 4868.75| 6.60000 5141.40 PERMANENT EROSION MATTING, TYPE A | | | 0265 401-1(1)SG AA1 4770.000 MGR | 41.50000 197955.00| 36.75000 175297.50| 46.00000 219420.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0270 401-1(1)S AA2 4341.000 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0275 402-01(1)SG BB1 500.000 MGR | 46.85000 23425.00| 47.70000 23850.00| 53.50000 26750.00 HOT MIX ASPHALT SKID PAVEMENT, STONE OR | | | GRAVEL | | | 0280 402-01(1)S BB2 455.000 MGR | | | HOT MIX ASPHALT SKID PAVEMENT, SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 011 -9 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 9722404 COUNTIES : NICHOLAS LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 55-0535003 |(6) 55-0477166 |J. F. ALLEN COMPANY |KANAWHA STONE COMPANY, INC. |R.B.S., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 2,407,765.28| $ 2,475,500.00| $ 2,696,095.81 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,407,765.28| $ 2,475,500.00| $ 2,696,095.81 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 011 -10 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 9722404 COUNTIES : NICHOLAS LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(7) 55-0461872 |(8) 31-4444098 |(9) 34-1173229 |FAIRFAX TRUCKING COMPANY & S|ALAN STONE CO., INC. |CHAPMAN EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201-01 1.000 LS | 100000.00000 100000.00| 140000.00000 140000.00| 500000.00000 500000.00 CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 68000.00000 68000.00| 138000.00000 138000.00| 150000.00000 150000.00 MOBILIZATION | | | 0015 207-01 42682.000 M3 | 5.70000 243287.40| 5.39000 230055.98| 6.50000 277433.00 UNCLASSIFIED EXCAVATION | | | 0020 207-02 1446.000 M3 | 52.25000 75553.50| 44.49000 64332.54| 57.00000 82422.00 SUBGRADE | | | 0025 207-34 9584.000 M2 | 1.50000 14376.00| 1.42000 13609.28| 1.35000 12938.40 FABRIC FOR SEPARATION | | | 0030 211-01 243480.000 M3 | 5.60000 1363488.00| 5.73000 1395140.40| 5.50000 1339140.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 211-02 20509.000 M3 | 8.30000 170224.70| 8.69000 178223.21| 4.50000 92290.50 ROCK BORROW EXCAVATION | | | 0040 307-01 734.000 M3 | 51.00000 37434.00| 48.40000 35525.60| 42.00000 30828.00 CLASS I AGGREGATE BASE COURSE | | | 0045 308-01 956.000 MGR | 21.50000 20554.00| 19.81000 18938.36| 15.35000 14674.60 CLASS 1 AGGREGATE BASE COURSE | | | 0050 311-06 529.000 M3 | 68.50000 36236.50| 70.00000 37030.00| 63.50000 33591.50 OPEN GRADED FREE DRAINING BASE | | | 0055 409-02 23734.000 L | 0.25000 5933.50| 0.30000 7120.20| 0.20000 4746.80 BITUMINOUS MATERIAL PRIME | | | 0060 601-02 14.800 M3 | 1810.00000 26788.00| 962.17000 14240.12| 1250.00000 18500.00 CLASS B CONCRETE | | | 0065 604-010450A2 73.250 M | 250.00000 18312.50| 141.48000 10363.41| 101.00000 7398.25 METALLIC COATED CORRUGATED STEEL PIPE, | | | 450MM, A2 | | | 0070 604-010600A2 14.000 M | 312.00000 4368.00| 190.58000 2668.12| 146.00000 2044.00 METALLIC COATED CORRUGATED STEEL PIPE, | | | 600MM, A2 | | | 0075 604-041800E3 133.000 M | 1148.00000 152684.00| 851.00000 113183.00| 1600.00000 212800.00 FULL BITUMINUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIPE 1800MM, E3 | | | 0080 605-09 5.000 EA | 2315.00000 11575.00| 2000.00000 10000.00| 1300.00000 6500.00 TYPE G INLET | | | 0085 606-29 655.000 M | 25.50000 16702.50| 44.46000 29121.30| 17.00000 11135.00 FREE DRAINING BASE (FDB) TRENCH | | | 0090 606-30 70.000 M | 80.00000 5600.00| 49.29000 3450.30| 129.00000 9030.00 OUTLET PIPE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 011 -11 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 9722404 COUNTIES : NICHOLAS LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(7) 55-0461872 |(8) 31-4444098 |(9) 34-1173229 |FAIRFAX TRUCKING COMPANY & S|ALAN STONE CO., INC. |CHAPMAN EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 607-011 788.000 M | 34.00000 26792.00| 33.00000 26004.00| 30.10000 23718.80 TYPE 1 GUARDRAIL, CLASS I | | | 0100 607-65 3.000 EA | 1450.00000 4350.00| 1400.00000 4200.00| 1360.00000 4080.00 FLARED END TERMINAL | | | 0105 636-07 650.000 M | 2.80000 1820.00| 2.00000 1300.00| 2.61000 1696.50 ERADICATION PAVEMENT MARKINGS | | | 0110 636-08 2000.000 M | 1.15000 2300.00| 1.10000 2200.00| 1.05000 2100.00 TEMP PVMT MARKING-PAINT | | | 0115 636-09 500.000 M | 3.90000 1950.00| 3.60000 1800.00| 3.61000 1805.00 TEMP PVMT MARKING-TAPE | | | 0120 636-11 10740.000 UN | 1.05000 11277.00| 0.95000 10203.00| 0.95000 10203.00 TRAFFIC CONTROL DEVICE | | | 0125 636-12 3.000 EA | 285.00000 855.00| 266.00000 798.00| 260.00000 780.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 0130 636-13 100.000 EA | 3.40000 340.00| 3.20000 320.00| 3.14000 314.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 0135 636-14 600.000 HR | 41.00000 24600.00| 37.00000 22200.00| 45.00000 27000.00 FLAGGER | | | 0140 636-25B 900.000 DA | 1.85000 1665.00| 1.74000 1566.00| 1.72000 1548.00 WARNING LIGHTS TYPE B | | | 0145 637-01 2973.000 M3 | 8.00000 23784.00| 2.56000 7610.88| 4.35000 12932.55 WATER FOR DUST PALLIATIVE | | | 0150 638-02 11.000 EA | 60.00000 660.00| 130.00000 1430.00| 128.25000 1410.75 RIGHT OF WAY MARKERS | | | 0155 639-01 LUMP| 76000.00000 76000.00| 49000.00000 49000.00| 100000.00000 100000.00 CONSTRUCTION LAYOUT STAKES | | | 0160 640-02 LUMP| 18900.00000 18900.00| 6000.00000 6000.00| 37680.00000 37680.00 SMALL FIELD OFFICE/STORAGE BUILDING | | | 0165 640-03 LUMP| 7100.00000 7100.00| 2000.00000 2000.00| 2805.00000 2805.00 BUILDING EQUIPMENT | | | 0170 642-01 495.000 M | 1.15000 569.25| 3.29000 1628.55| 2.35000 1163.25 TEMPORARY BERMS | | | 0175 642-02 34.000 M | 33.50000 1139.00| 3.29000 111.86| 88.10000 2995.40 SLOPE DRAINS | | | 0180 642-031 30.000 EA | 150.00000 4500.00| 10.00000 300.00| 106.00000 3180.00 DITCH CHECKS | | | 0185 642-033 550.000 M3 | 4.50000 2475.00| 2.62000 1441.00| 6.76000 3718.00 SEDIMENT TRAP | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 011 -12 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 9722404 COUNTIES : NICHOLAS LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(7) 55-0461872 |(8) 31-4444098 |(9) 34-1173229 |FAIRFAX TRUCKING COMPANY & S|ALAN STONE CO., INC. |CHAPMAN EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 642-036 275.000 M3 | 2.50000 687.50| 2.62000 720.50| 10.00000 2750.00 SEDIMENT REMOVAL | | | 0195 642-041 300.000 KG | 0.05000 15.00| 6.60000 1980.00| 0.01000 3.00 TEMPORARY SEED | | | 0200 642-044 604.000 KG | 4.50000 2718.00| 8.80000 5315.20| 4.15000 2506.60 SEED MIXTURE L | | | 0205 642-051 20.000 MGR | 510.00000 10200.00| 440.00000 8800.00| 470.25000 9405.00 STRAW OR HAY MULCH | | | 0210 642-06 4.000 MGR | 650.00000 2600.00| 550.00000 2200.00| 601.00000 2404.00 FERTILIZER | | | 0215 642-07 500.000 M2 | 1.00000 500.00| 7.06000 3530.00| 0.78000 390.00 FIBER MATTING | | | 0220 642-09 1210.000 M | 2.50000 3025.00| 3.29000 3980.90| 3.85000 4658.50 CONTOUR DITCH | | | 0225 642-10 15.000 MGR | 30.00000 450.00| 77.00000 1155.00| 26.15000 392.25 AGRICULTURAL LIMESTONE | | | 0230 642-12 1210.000 M | 9.50000 11495.00| 5.09000 6158.90| 10.00000 12100.00 SILT FENCE | | | 0235 652-01 15.000 MGR | 30.00000 450.00| 77.00000 1155.00| 26.15000 392.25 AGRICULTURAL LIMESTONE | | | 0240 652-021 2.000 MGR | 975.00000 1950.00| 550.00000 1100.00| 888.25000 1776.50 FERTILIZER 10-20-10 | | | 0245 652-022 1.500 MGR | 1350.00000 2025.00| 1246.67000 1870.01| 1254.00000 1881.00 UREA FORMALDEHYDE FERTILIZER | | | 0250 652-035 604.000 KG | 2.30000 1389.20| 14.91000 9005.64| 2.10000 1268.40 SEED MIXTURE L | | | 0255 652-041 20.000 MGR | 510.00000 10200.00| 506.00000 10120.00| 470.25000 9405.00 STRAW OR HAY MULCH | | | 0260 655-02A 779.000 M2 | 7.00000 5453.00| 8.10000 6309.90| 6.30000 4907.70 PERMANENT EROSION MATTING, TYPE A | | | 0265 401-1(1)SG AA1 4770.000 MGR | 39.75000 189607.50| 38.12000 181832.40| 36.80000 175536.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0270 401-1(1)S AA2 4341.000 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0275 402-01(1)SG BB1 500.000 MGR | 50.00000 25000.00| 48.10000 24050.00| 47.70000 23850.00 HOT MIX ASPHALT SKID PAVEMENT, STONE OR | | | GRAVEL | | | 0280 402-01(1)S BB2 455.000 MGR | | | HOT MIX ASPHALT SKID PAVEMENT, SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 011 -13 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 9722404 COUNTIES : NICHOLAS LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(7) 55-0461872 |(8) 31-4444098 |(9) 34-1173229 |FAIRFAX TRUCKING COMPANY & S|ALAN STONE CO., INC. |CHAPMAN EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 2,849,959.05| $ 2,850,398.56| $ 3,298,228.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,849,959.05| $ 2,850,398.56| $ 3,298,228.50 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 011 -14 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 9722404 COUNTIES : NICHOLAS LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(10) 55-0544171 | | |FAYETTE CONSTRUCTION COMPANY| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201-01 1.000 LS | 412000.00000 412000.00| | CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 108000.00000 108000.00| | MOBILIZATION | | | 0015 207-01 42682.000 M3 | 8.50000 362797.00| | UNCLASSIFIED EXCAVATION | | | 0020 207-02 1446.000 M3 | 40.00000 57840.00| | SUBGRADE | | | 0025 207-34 9584.000 M2 | 1.50000 14376.00| | FABRIC FOR SEPARATION | | | 0030 211-01 243480.000 M3 | 8.50000 2069580.00| | UNCLASSIFIED BORROW EXCAVATION | | | 0035 211-02 20509.000 M3 | 8.50000 174326.50| | ROCK BORROW EXCAVATION | | | 0040 307-01 734.000 M3 | 40.00000 29360.00| | CLASS I AGGREGATE BASE COURSE | | | 0045 308-01 956.000 MGR | 25.00000 23900.00| | CLASS 1 AGGREGATE BASE COURSE | | | 0050 311-06 529.000 M3 | 65.00000 34385.00| | OPEN GRADED FREE DRAINING BASE | | | 0055 409-02 23734.000 L | 0.30000 7120.20| | BITUMINOUS MATERIAL PRIME | | | 0060 601-02 14.800 M3 | 1000.00000 14800.00| | CLASS B CONCRETE | | | 0065 604-010450A2 73.250 M | 240.00000 17580.00| | METALLIC COATED CORRUGATED STEEL PIPE, | | | 450MM, A2 | | | 0070 604-010600A2 14.000 M | 240.00000 3360.00| | METALLIC COATED CORRUGATED STEEL PIPE, | | | 600MM, A2 | | | 0075 604-041800E3 133.000 M | 1050.00000 139650.00| | FULL BITUMINUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIPE 1800MM, E3 | | | 0080 605-09 5.000 EA | 2000.00000 10000.00| | TYPE G INLET | | | 0085 606-29 655.000 M | 40.00000 26200.00| | FREE DRAINING BASE (FDB) TRENCH | | | 0090 606-30 70.000 M | 20.00000 1400.00| | OUTLET PIPE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 011 -15 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 9722404 COUNTIES : NICHOLAS LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(10) 55-0544171 | | |FAYETTE CONSTRUCTION COMPANY| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 607-011 788.000 M | 30.00000 23640.00| | TYPE 1 GUARDRAIL, CLASS I | | | 0100 607-65 3.000 EA | 1500.00000 4500.00| | FLARED END TERMINAL | | | 0105 636-07 650.000 M | 2.60000 1690.00| | ERADICATION PAVEMENT MARKINGS | | | 0110 636-08 2000.000 M | 1.10000 2200.00| | TEMP PVMT MARKING-PAINT | | | 0115 636-09 500.000 M | 3.65000 1825.00| | TEMP PVMT MARKING-TAPE | | | 0120 636-11 10740.000 UN | 1.00000 10740.00| | TRAFFIC CONTROL DEVICE | | | 0125 636-12 3.000 EA | 5.00000 15.00| | CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 0130 636-13 100.000 EA | 1.00000 100.00| | CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 0135 636-14 600.000 HR | 40.00000 24000.00| | FLAGGER | | | 0140 636-25B 900.000 DA | 1.75000 1575.00| | WARNING LIGHTS TYPE B | | | 0145 637-01 2973.000 M3 | 0.01000 29.73| | WATER FOR DUST PALLIATIVE | | | 0150 638-02 11.000 EA | 100.00000 1100.00| | RIGHT OF WAY MARKERS | | | 0155 639-01 LUMP| 40000.00000 40000.00| | CONSTRUCTION LAYOUT STAKES | | | 0160 640-02 LUMP| 6000.00000 6000.00| | SMALL FIELD OFFICE/STORAGE BUILDING | | | 0165 640-03 LUMP| 4000.00000 4000.00| | BUILDING EQUIPMENT | | | 0170 642-01 495.000 M | 0.25000 123.75| | TEMPORARY BERMS | | | 0175 642-02 34.000 M | 10.00000 340.00| | SLOPE DRAINS | | | 0180 642-031 30.000 EA | 250.00000 7500.00| | DITCH CHECKS | | | 0185 642-033 550.000 M3 | 5.00000 2750.00| | SEDIMENT TRAP | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 011 -16 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 9722404 COUNTIES : NICHOLAS LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(10) 55-0544171 | | |FAYETTE CONSTRUCTION COMPANY| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 642-036 275.000 M3 | 5.00000 1375.00| | SEDIMENT REMOVAL | | | 0195 642-041 300.000 KG | 0.22000 66.00| | TEMPORARY SEED | | | 0200 642-044 604.000 KG | 5.00000 3020.00| | SEED MIXTURE L | | | 0205 642-051 20.000 MGR | 480.00000 9600.00| | STRAW OR HAY MULCH | | | 0210 642-06 4.000 MGR | 450.00000 1800.00| | FERTILIZER | | | 0215 642-07 500.000 M2 | 0.80000 400.00| | FIBER MATTING | | | 0220 642-09 1210.000 M | 0.25000 302.50| | CONTOUR DITCH | | | 0225 642-10 15.000 MGR | 45.00000 675.00| | AGRICULTURAL LIMESTONE | | | 0230 642-12 1210.000 M | 3.00000 3630.00| | SILT FENCE | | | 0235 652-01 15.000 MGR | 43.00000 645.00| | AGRICULTURAL LIMESTONE | | | 0240 652-021 2.000 MGR | 600.00000 1200.00| | FERTILIZER 10-20-10 | | | 0245 652-022 1.500 MGR | 1150.00000 1725.00| | UREA FORMALDEHYDE FERTILIZER | | | 0250 652-035 604.000 KG | 5.50000 3322.00| | SEED MIXTURE L | | | 0255 652-041 20.000 MGR | 550.00000 11000.00| | STRAW OR HAY MULCH | | | 0260 655-02A 779.000 M2 | 6.50000 5063.50| | PERMANENT EROSION MATTING, TYPE A | | | 0265 401-1(1)SG AA1 4770.000 MGR | 37.50000 178875.00| | HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0270 401-1(1)S AA2 4341.000 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0275 402-01(1)SG BB1 500.000 MGR | 47.50000 23750.00| | HOT MIX ASPHALT SKID PAVEMENT, STONE OR | | | GRAVEL | | | 0280 402-01(1)S BB2 455.000 MGR | | | HOT MIX ASPHALT SKID PAVEMENT, SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 011 -17 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 9722404 COUNTIES : NICHOLAS LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(10) 55-0544171 | | |FAYETTE CONSTRUCTION COMPANY| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 3,885,252.18| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,885,252.18| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 012 -1 VENDOR RANKING CALL ORDER : 012 CONTRACT ID : 9916281A COUNTIES : KANAWHA LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : MCS&T HEADQUARTERS BUILDING PROJECT(S) : G020-0MCS/0T-001.00 00 2 LOCATION: BUILDING #1 G020-0MCS/0T-001.00 00 3 G020-0MCS/0T-001.00 00 4 VENDOR RANKING : NO BIDS WERE RECEIVED FOR CONTRACT 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 012 -2 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 9916281A COUNTIES : KANAWHA LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 01 SET-ASIDE : - ***** NO VALID BIDS WERE RECEIVED FOR CONTRACT ***** 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 013 -1 VENDOR RANKING CALL ORDER : 013 CONTRACT ID : 9916211 COUNTIES : DODDRIDGE LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : COUNTY MAINTAINANCE HEADQUARTERS PROJECT(S) : G009-0DCM/0H-001.00 00 LOCATION: MAINT HDQ AT CO 50/70 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0666753 LEE REGER BUILDS, INC. $ 545,622.00 100.0000% 2 55-0728296 FLINT & BRANSON, INC. $ 548,950.00 100.6099% 3 55-0669118 HARCO CONSTRUCTION COMPANY, INC. $ 567,910.00 104.0848% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 013 -2 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 9916211 COUNTIES : DODDRIDGE LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0666753 |(2) 55-0728296 |(3) 55-0669118 |LEE REGER BUILDS, INC. |FLINT & BRANSON, INC. |HARCO CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 CONSTRUCT BUILDING & SHOP | | | 0005 672-13 LUMP| 545622.00000 545622.00| 548950.00000 548950.00| 567910.00000 567910.00 OFFICE BUILDING | | | SECTION TOTALS | $ 545,622.00| $ 548,950.00| $ 567,910.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 545,622.00| $ 548,950.00| $ 567,910.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 014 -1 VENDOR RANKING CALL ORDER : 014 CONTRACT ID : 9722605 COUNTIES : RITCHIE LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : LIZZIES ROOST BRIDGE PROJECT(S) : S343-0074/03-000.00 00 LOCATION: LIZZIES ROOST RUN, WV 74-0.04 MI W WV 74 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0674033 SMH CONSTRUCTION CO., INC. $ 231,209.15 100.0000% 2 55-0731306 C.L. BELT CONSTRUCTION, INC. $ 231,587.39 100.1635% 3 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 233,659.64 101.0598% 4 31-1556577 LANG CONSTRUCTION, INC. $ 250,096.40 108.1689% 5 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 251,925.75 108.9601% 6 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 275,170.00 119.0134% 7 55-0750646 BANAM, INC. $ 278,547.47 120.4742% 8 55-0622971 KEITH MCCOY, DBA MCCOY CONSTRUCTION COMPANY $ 281,594.00 121.7918% 9 41-0337130 AL JOHNSON CONSTRUCTION CO. & SUBSIDIARIES $ 329,831.00 142.6548% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 014 -2 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9722605 COUNTIES : RITCHIE LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0674033 |(2) 55-0731306 |(3) 55-0710073 |SMH CONSTRUCTION CO., INC. |C.L. BELT CONSTRUCTION, INC.|TEAYS RIVER CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW BRIDGE | | | 0005 204-01 LUMP| 15100.00000 15100.00| 10000.00000 10000.00| 7000.00000 7000.00 MOBILIZATION | | | 0010 207-32 300.000 SY | 1.00000 300.00| 3.00000 900.00| 2.00000 600.00 FABRIC FOR SUBSURFACE DRAINAGE | | | 0015 211-01 1261.000 CY | 12.75000 16077.75| 13.00000 16393.00| 12.00000 15132.00 UNCLASSIFIED BORROW EXCAVATION | | | 0020 212-05 11.000 CY | 78.45000 862.95| 100.00000 1100.00| 100.00000 1100.00 SELECT MATERIAL FOR BACKFILLING | | | 0025 218-06 497.000 CY | 32.45000 16127.65| 28.25000 14040.25| 30.00000 14910.00 FOUNDATION PROTECTION | | | 0030 409-02 164.000 GA | 0.01000 1.64| 0.01000 1.64| 0.01000 1.64 BITUMINOUS MATERIAL | | | 0035 601-02 26.000 CY | 460.00000 11960.00| 548.00000 14248.00| 550.00000 14300.00 CLASS B CONCRETE | | | 0040 602-02 4850.000 LB | 0.75000 3637.50| 1.10000 5335.00| 1.00000 4850.00 EPOXY COATED REINFORCING STEELBARS | | | 0045 603-16(33) 572.000 LF | 109.40000 62576.80| 119.00000 68068.00| 116.00000 66352.00 PRESTRESSED CONCRETE BOX BEAMS, 36 X | | | 33IN | | | 0050 607-01(I) 362.500 LF | 17.75000 6434.38| 16.00000 5800.00| 10.00000 3625.00 TYPE 1 GUARDRAIL | | | 0055 607-01(III) 212.500 LF | 12.05000 2560.63| 12.70000 2698.75| 10.00000 2125.00 TYPE 1 GUARDRAIL | | | 0060 607-65 2.000 EA | 1494.15000 2988.30| 1430.00000 2860.00| 1500.00000 3000.00 FLARED END TERMINAL | | | 0065 616-04HP12X74 387.000 LF | 39.15000 15151.05| 37.25000 14415.75| 32.00000 12384.00 STEEL BEARING PILES, DRIVEN | | | 0070 633-03 246.000 CY | 37.25000 9163.50| 37.50000 9225.00| 40.00000 9840.00 DUMPED ROCK GUTTER | | | 0075 636-01 LUMP| 9000.00000 9000.00| 10500.00000 10500.00| 5000.00000 5000.00 TRAFFIC CONTROL | | | 0080 636-05 1.000 LS | 25400.00000 25400.00| 19150.00000 19150.00| 34500.00000 34500.00 TEMPORARY STRUCTURES FOR MAINTAINING | | | TRAFFIC | | | 0085 638-02 12.000 EA | 40.95000 491.40| 50.00000 600.00| 25.00000 300.00 RIGHT OF WAY MARKERS | | | 0090 639-01 LUMP| 3800.00000 3800.00| 5000.00000 5000.00| 1500.00000 1500.00 CONSTRUCTION LAYOUT STAKES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 014 -3 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9722605 COUNTIES : RITCHIE LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0674033 |(2) 55-0731306 |(3) 55-0710073 |SMH CONSTRUCTION CO., INC. |C.L. BELT CONSTRUCTION, INC.|TEAYS RIVER CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 642-14 LUMP| 2400.00000 2400.00| 3500.00000 3500.00| 500.00000 500.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECTS | | | 0100 307-01SG AA1 540.000 TN | 22.30000 12042.00| 24.00000 12960.00| 40.00000 21600.00 CLASS 1 AGGREGATE BASE COURSE STONE OR | | | GRAVEL | | | 0105 307-01S AA2 502.000 TN | | | CLASS 1 AGGREGATE BASE COURSE SLAG | | | 0110 401-1(2)SG BB1 176.000 TN | 65.45000 11519.20| 64.00000 11264.00| 65.00000 11440.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0115 401-1(2)S BB2 164.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0120 401-2(1)SG CC1 36.000 TN | 100.40000 3614.40| 98.00000 3528.00| 100.00000 3600.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0125 401-2(1)S CC2 34.000 TN | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | SECTION TOTALS | $ 231,209.15| $ 231,587.39| $ 233,659.64 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 231,209.15| $ 231,587.39| $ 233,659.64 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 014 -4 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9722605 COUNTIES : RITCHIE LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 31-1556577 |(5) 55-0487806 |(6) 62-1345425 |LANG CONSTRUCTION, INC. |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 NEW BRIDGE | | | 0005 204-01 LUMP| 17000.00000 17000.00| 20500.00000 20500.00| 12500.00000 12500.00 MOBILIZATION | | | 0010 207-32 300.000 SY | 0.80000 240.00| 1.15000 345.00| 2.00000 600.00 FABRIC FOR SUBSURFACE DRAINAGE | | | 0015 211-01 1261.000 CY | 14.00000 17654.00| 12.00000 15132.00| 15.00000 18915.00 UNCLASSIFIED BORROW EXCAVATION | | | 0020 212-05 11.000 CY | 330.00000 3630.00| 130.00000 1430.00| 100.00000 1100.00 SELECT MATERIAL FOR BACKFILLING | | | 0025 218-06 497.000 CY | 36.00000 17892.00| 23.00000 11431.00| 42.00000 20874.00 FOUNDATION PROTECTION | | | 0030 409-02 164.000 GA | 0.10000 16.40| 1.00000 164.00| 0.25000 41.00 BITUMINOUS MATERIAL | | | 0035 601-02 26.000 CY | 570.00000 14820.00| 1250.00000 32500.00| 450.00000 11700.00 CLASS B CONCRETE | | | 0040 602-02 4850.000 LB | 1.00000 4850.00| 0.95000 4607.50| 0.80000 3880.00 EPOXY COATED REINFORCING STEELBARS | | | 0045 603-16(33) 572.000 LF | 125.00000 71500.00| 122.00000 69784.00| 130.00000 74360.00 PRESTRESSED CONCRETE BOX BEAMS, 36 X | | | 33IN | | | 0050 607-01(I) 362.500 LF | 19.00000 6887.50| 16.50000 5981.25| 15.00000 5437.50 TYPE 1 GUARDRAIL | | | 0055 607-01(III) 212.500 LF | 15.00000 3187.50| 13.20000 2805.00| 12.00000 2550.00 TYPE 1 GUARDRAIL | | | 0060 607-65 2.000 EA | 1700.00000 3400.00| 1460.00000 2920.00| 1500.00000 3000.00 FLARED END TERMINAL | | | 0065 616-04HP12X74 387.000 LF | 45.00000 17415.00| 10.00000 3870.00| 60.00000 23220.00 STEEL BEARING PILES, DRIVEN | | | 0070 633-03 246.000 CY | 36.00000 8856.00| 31.00000 7626.00| 42.00000 10332.00 DUMPED ROCK GUTTER | | | 0075 636-01 LUMP| 9800.00000 9800.00| 9500.00000 9500.00| 32000.00000 32000.00 TRAFFIC CONTROL | | | 0080 636-05 1.000 LS | 12000.00000 12000.00| 30000.00000 30000.00| 20000.00000 20000.00 TEMPORARY STRUCTURES FOR MAINTAINING | | | TRAFFIC | | | 0085 638-02 12.000 EA | 265.00000 3180.00| 45.00000 540.00| 100.00000 1200.00 RIGHT OF WAY MARKERS | | | 0090 639-01 LUMP| 5500.00000 5500.00| 2400.00000 2400.00| 5000.50000 5000.50 CONSTRUCTION LAYOUT STAKES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 014 -5 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9722605 COUNTIES : RITCHIE LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 31-1556577 |(5) 55-0487806 |(6) 62-1345425 |LANG CONSTRUCTION, INC. |ORDERS CONSTRUCTION COMPANY,|BILCO CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 642-14 LUMP| 1500.00000 1500.00| 1450.00000 1450.00| 100.00000 100.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECTS | | | 0100 307-01SG AA1 540.000 TN | 25.00000 13500.00| 32.00000 17280.00| 25.00000 13500.00 CLASS 1 AGGREGATE BASE COURSE STONE OR | | | GRAVEL | | | 0105 307-01S AA2 502.000 TN | | | CLASS 1 AGGREGATE BASE COURSE SLAG | | | 0110 401-1(2)SG BB1 176.000 TN | 75.00000 13200.00| 55.00000 9680.00| 65.00000 11440.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0115 401-1(2)S BB2 164.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0120 401-2(1)SG CC1 36.000 TN | 113.00000 4068.00| 55.00000 1980.00| 95.00000 3420.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0125 401-2(1)S CC2 34.000 TN | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | SECTION TOTALS | $ 250,096.40| $ 251,925.75| $ 275,170.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 250,096.40| $ 251,925.75| $ 275,170.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 014 -6 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9722605 COUNTIES : RITCHIE LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(7) 55-0750646 |(8) 55-0622971 |(9) 41-0337130 |BANAM, INC. |MCCOY CONSTRUCTION COMPANY |AL JOHNSON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW BRIDGE | | | 0005 204-01 LUMP| 27000.00000 27000.00| 20000.00000 20000.00| 6000.00000 6000.00 MOBILIZATION | | | 0010 207-32 300.000 SY | 2.00000 600.00| 2.00000 600.00| 1.50000 450.00 FABRIC FOR SUBSURFACE DRAINAGE | | | 0015 211-01 1261.000 CY | 30.00000 37830.00| 10.00000 12610.00| 23.00000 29003.00 UNCLASSIFIED BORROW EXCAVATION | | | 0020 212-05 11.000 CY | 100.00000 1100.00| 100.00000 1100.00| 90.00000 990.00 SELECT MATERIAL FOR BACKFILLING | | | 0025 218-06 497.000 CY | 40.00000 19880.00| 40.00000 19880.00| 70.00000 34790.00 FOUNDATION PROTECTION | | | 0030 409-02 164.000 GA | 1.90000 311.60| 1.00000 164.00| 5.00000 820.00 BITUMINOUS MATERIAL | | | 0035 601-02 26.000 CY | 400.00000 10400.00| 800.00000 20800.00| 840.00000 21840.00 CLASS B CONCRETE | | | 0040 602-02 4850.000 LB | 1.50000 7275.00| 1.00000 4850.00| 1.00000 4850.00 EPOXY COATED REINFORCING STEELBARS | | | 0045 603-16(33) 572.000 LF | 120.00000 68640.00| 125.00000 71500.00| 130.00000 74360.00 PRESTRESSED CONCRETE BOX BEAMS, 36 X | | | 33IN | | | 0050 607-01(I) 362.500 LF | 16.80000 6090.00| 15.00000 5437.50| 18.00000 6525.00 TYPE 1 GUARDRAIL | | | 0055 607-01(III) 212.500 LF | 13.35000 2836.87| 15.00000 3187.50| 14.00000 2975.00 TYPE 1 GUARDRAIL | | | 0060 607-65 2.000 EA | 1500.00000 3000.00| 1400.00000 2800.00| 1600.00000 3200.00 FLARED END TERMINAL | | | 0065 616-04HP12X74 387.000 LF | 52.00000 20124.00| 35.00000 13545.00| 60.00000 23220.00 STEEL BEARING PILES, DRIVEN | | | 0070 633-03 246.000 CY | 40.00000 9840.00| 40.00000 9840.00| 46.00000 11316.00 DUMPED ROCK GUTTER | | | 0075 636-01 LUMP| 6000.00000 6000.00| 25000.00000 25000.00| 20000.00000 20000.00 TRAFFIC CONTROL | | | 0080 636-05 1.000 LS | 17000.00000 17000.00| 25000.00000 25000.00| 47000.00000 47000.00 TEMPORARY STRUCTURES FOR MAINTAINING | | | TRAFFIC | | | 0085 638-02 12.000 EA | 60.00000 720.00| 200.00000 2400.00| 60.00000 720.00 RIGHT OF WAY MARKERS | | | 0090 639-01 LUMP| 4000.00000 4000.00| 8000.00000 8000.00| 6000.00000 6000.00 CONSTRUCTION LAYOUT STAKES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 014 -7 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9722605 COUNTIES : RITCHIE LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(7) 55-0750646 |(8) 55-0622971 |(9) 41-0337130 |BANAM, INC. |MCCOY CONSTRUCTION COMPANY |AL JOHNSON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 642-14 LUMP| 1500.00000 1500.00| 4000.00000 4000.00| 3500.00000 3500.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECTS | | | 0100 307-01SG AA1 540.000 TN | 35.00000 18900.00| 30.00000 16200.00| 28.00000 15120.00 CLASS 1 AGGREGATE BASE COURSE STONE OR | | | GRAVEL | | | 0105 307-01S AA2 502.000 TN | | | CLASS 1 AGGREGATE BASE COURSE SLAG | | | 0110 401-1(2)SG BB1 176.000 TN | 67.00000 11792.00| 65.00000 11440.00| 77.00000 13552.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0115 401-1(2)S BB2 164.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0120 401-2(1)SG CC1 36.000 TN | 103.00000 3708.00| 90.00000 3240.00| 100.00000 3600.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0125 401-2(1)S CC2 34.000 TN | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | SECTION TOTALS | $ 278,547.47| $ 281,594.00| $ 329,831.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 278,547.47| $ 281,594.00| $ 329,831.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 015 -1 VENDOR RANKING CALL ORDER : 015 CONTRACT ID : 9727513 COUNTIES : RALEIGH LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : SANDLICK ROAD PROJECT(S) : U341-0002/00-000.00 00 LOCATION: WV 3 - CR 2/4 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 215,551.27 100.0000% 2 55-0544171 FAYETTE CONSTRUCTION COMPANY, INC. $ 234,393.00 108.7411% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 015 -2 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 9727513 COUNTIES : RALEIGH LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0544171 | |WEST VIRGINIA PAVING, INC. |FAYETTE CONSTRUCTION COMPANY| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 UPGRADE AND WIDEN PAVEMENT | | | 0005 201-01 1.000 LS | 9750.00000 9750.00| 9750.00000 9750.00| CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 15000.00000 15000.00| 10000.00000 10000.00| MOBILIZATION | | | 0015 207-01 2407.000 CY | 17.50000 42122.50| 22.00000 52954.00| UNCLASSIFIED EXCAVATION | | | 0020 408-02 800.000 GA | 0.80000 640.00| 1.00000 800.00| BITUMINOUS MATERIAL | | | 0025 636-06 6.000 DA | 450.00000 2700.00| 400.00000 2400.00| PILOT TRUCK AND DRIVER | | | 0030 636-11 5382.000 UN | 1.35000 7265.70| 2.00000 10764.00| TRAFFIC CONTROL DEVICES | | | 0035 636-14 276.000 HR | 38.00000 10488.00| 40.00000 11040.00| FLAGGER | | | 0040 639-01 LUMP| 9000.00000 9000.00| 5000.00000 5000.00| CONSTRUCTION LAYOUT STAKES | | | 0045 642-13 LUMP| 800.00000 800.00| 1500.00000 1500.00| TEMPORARY POLLUTION CONTROL | | | 0050 652-01 0.440 TN | 109.52000 48.19| 1500.00000 660.00| AGRICULTURAL LIMESTONE | | | 0055 652-02-1 0.110 TN | 657.18000 72.29| 1500.00000 165.00| FERTILIZER, 10-20-10 | | | 0060 652-03-2 15.000 LB | 21.91000 328.65| 40.00000 600.00| SEED MIXTURES D | | | 0065 652-04-2 0.170 TN | 1314.35000 223.44| 3000.00000 510.00| WOOD CELLULOSE FIBER MULCH | | | 0070 308-01SG AA1 1200.000 TN | 16.50000 19800.00| 30.00000 36000.00| CLASS 1 AGGREGATE, STONE OR GRAVEL | | | 0075 308-01S AA2 1092.000 TN | | | CLASS 1 AGGREGATE, SLAG | | | 0080 407-2(I)SG BB1 1500.000 TN | 43.25000 64875.00| 41.00000 61500.00| HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0085 407-2(I)S BB2 1365.000 TN | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | 0090 407-7SG CC1 750.000 TN | 43.25000 32437.50| 41.00000 30750.00| SCRATCH COURSE, STONE OR GRAVEL | | | 0095 407-7S CC2 683.000 TN | | | SCRACTH COURSE, SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 015 -3 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 9727513 COUNTIES : RALEIGH LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0544171 | |WEST VIRGINIA PAVING, INC. |FAYETTE CONSTRUCTION COMPANY| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 215,551.27| $ 234,393.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 215,551.27| $ 234,393.00| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 016 -1 VENDOR RANKING CALL ORDER : 016 CONTRACT ID : 9730903 COUNTIES : RALEIGH LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : ROBERT C BYRD DRIVE PROJECT(S) : U341-0016/00-015.80 00 LOCATION: CR 3/8 - CR 16/9 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 344,368.43 100.0000% 2 55-0544171 FAYETTE CONSTRUCTION COMPANY, INC. $ 532,972.10 154.7679% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 016 -2 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 9730903 COUNTIES : RALEIGH LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0544171 | |WEST VIRGINIA PAVING, INC. |FAYETTE CONSTRUCTION COMPANY| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 UPGRADE AND WIDEN PAVEMENT | | | 0005 204-01 LUMP| 11515.00000 11515.00| 16000.00000 16000.00| MOBILIZATION | | | 0010 207-01 58.000 CY | 0.01000 0.58| 100.00000 5800.00| UNCLASSIFIED EXCAVATION | | | 0015 207-45 1870.000 SY | 9.95000 18606.50| 20.00000 37400.00| CONCRETE MEDIAN REMOVAL | | | 0020 408-02 1318.000 GA | 0.78000 1028.04| 0.50000 659.00| BITUMINOUS MATERIAL | | | 0025 409-02 769.000 GA | 0.78000 599.82| 0.50000 384.50| BITUMINOUS MATERIAL | | | 0030 605-53 18.000 EA | 1918.96000 34541.28| 2000.00000 36000.00| CONCRETE INLET CAP | | | 0035 610-10 2.000 EA | 1046.09000 2092.18| 1500.00000 3000.00| CONCRETE MEDIAN END TREATMENT | | | 0040 610-11 913.000 LF | 47.51000 43376.63| 137.00000 125081.00| CONCRETE MEDIAN CAP | | | 0045 636-11 17610.000 UN | 0.80000 14088.00| 1.50000 26415.00| TRAFFIC CONTROL DEVICES | | | 0050 636-14 100.000 HR | 38.00000 3800.00| 45.00000 4500.00| FLAGGER | | | 0055 636-21 20.000 DA | 21.00000 420.00| 30.00000 600.00| ELECTRIC ARROW | | | 0060 636-22 20.000 DA | 105.00000 2100.00| 150.00000 3000.00| CHANGABLE MESSAGE SIGN | | | 0065 663-01-1(II)W 12319.000 LF | 0.16000 1971.04| 0.20000 2463.80| EDGE LINE, WHITE | | | 0070 663-02-1(II)W 2859.000 LF | 0.18000 514.62| 0.20000 571.80| LANE LINE OR CENTERLINE, WHITE | | | 0075 663-03-1(II) 20354.000 LF | 0.16000 3256.64| 0.20000 4070.80| BARRIER LINES | | | 0080 663-04(II) 104.000 LF | 0.32000 33.28| 0.30000 31.20| TYPE II CHANNELIZING LINES | | | 0085 663-05(V) 11.000 LF | 15.86000 174.46| 17.50000 192.50| TYPE V, STOP LINES | | | 0090 663-07(V)Y 867.000 LF | 7.40000 6415.80| 7.50000 6502.50| TYPE V, STRIPES, YELLOW | | | 0095 663-10(V) 2.000 EA | 227.33000 454.66| 250.00000 500.00| TYPE V, LANE ARROWS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 016 -3 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 9730903 COUNTIES : RALEIGH LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0544171 | |WEST VIRGINIA PAVING, INC. |FAYETTE CONSTRUCTION COMPANY| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 663-12(P-2) 455.000 EA | 31.50000 14332.50| 40.00000 18200.00| RAISED PAVEMENT MARKER, TYPE P-2 | | | 0105 401-1(1)SG AA1 1015.000 TN | 45.15000 45827.25| 50.00000 50750.00| HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0110 401-1(1)S AA2 924.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0115 401-7SG BB1 857.000 TN | 37.35000 32008.95| 50.00000 42850.00| SCRATCH COURSE, STONE OR GRAVEL | | | 0120 401-7S BB2 748.000 TN | | | SCRATCH COURSE, SLAG | | | 0125 402-01(1)SG CC1 2960.000 TN | 36.22000 107211.20| 50.00000 148000.00| HMA SKID PVT, (W-1) ST OR GR | | | 0130 402-01(1)S CC2 2694.000 TN | | | HMA SKID PVT, (W-1) SLAG | | | SECTION TOTALS | $ 344,368.43| $ 532,972.10| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 344,368.43| $ 532,972.10| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 017 -1 VENDOR RANKING CALL ORDER : 017 CONTRACT ID : 9805001 COUNTIES : BERKELEY LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : MEYERS FORD BRIDGE PROJECT(S) : S302-0005/00-002.60 00 LOCATION: OPEQUON CREEK, 0.42 MI W CO 5/1 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 32,925.00 100.0000% 2 25-1493101 UPON THIS ROCK CONSTRUCTION, INC. $ 56,500.00 171.6021% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 017 -2 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 9805001 COUNTIES : BERKELEY LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 |(2) 25-1493101 | |ORDERS CONSTRUCTION COMPANY,|UPON THIS ROCK CONSTRUCTION,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION | | | 0005 203-01 LUMP| 25600.00000 25600.00| 50250.00000 50250.00| DISMANTLING STRUCTURES | | | 0010 204-01 LUMP| 5000.00000 5000.00| 2250.00000 2250.00| MOBILIZATION | | | 0015 636-11 1300.000 UN | 1.75000 2275.00| 3.00000 3900.00| TRAFFIC CONTROL DEVICES | | | 0020 636-25(B) 10.000 DA | 5.00000 50.00| 10.00000 100.00| WARNING LIGHTS | | | SECTION TOTALS | $ 32,925.00| $ 56,500.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 32,925.00| $ 56,500.00| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 018 -1 VENDOR RANKING CALL ORDER : 018 CONTRACT ID : 9532002 COUNTIES : MARSHALL LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : BOGGS RUN BRIDGE #2 PROJECT(S) : S326-0001/00-001.25 00 LOCATION: CR 1, MILE POST 1.25 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0434699 SAVAGE CONSTRUCTION COMPANY, INC. $ 524,492.56 100.0000% 2 34-1421920 OHIO-WEST VIRGINIA EXCAVATING CO., INC. $ 548,380.00 104.5543% 3 55-0346067 JAMES WHITE CONSTRUCTION COMPANY, THE $ 623,929.88 118.9587% 4 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 662,617.50 126.3349% 5 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 679,412.00 129.5370% 6 25-1493101 UPON THIS ROCK CONSTRUCTION, INC. $ 710,000.00 135.3689% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 018 -2 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 9532002 COUNTIES : MARSHALL LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 55-0434699 |(2) 34-1421920 |(3) 55-0346067 |SAVAGE CONSTRUCTION COMPANY,|OHIO-WEST VIRGINIA EXCAVATIN|JAMES WHITE CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0005 201-01 1.000 LS | 900.00000 900.00| 10000.00000 10000.00| 6000.00000 6000.00 CLEARING AND GRUBBING | | | 0010 203-01 LUMP| 10000.00000 10000.00| 19500.00000 19500.00| 20000.00000 20000.00 DISMANTLING STRUCTURES | | | 0015 204-01 LUMP| 6000.00000 6000.00| 20000.00000 20000.00| 11900.00000 11900.00 MOBILIZATION | | | 0020 207-01 44.000 M3 | 39.00000 1716.00| 15.00000 660.00| 38.00000 1672.00 UNCLASSIFIED EXCAVATION | | | 0025 207-02 148.000 M3 | 45.51000 6735.48| 45.00000 6660.00| 44.00000 6512.00 SUBGRADE | | | 0030 211-01 0.000 M3 | 0.00000 0.00| 0.00000 0.00| 50.00000 0.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 212-01 569.000 M3 | 42.00000 23898.00| 64.00000 36416.00| 55.00000 31295.00 STRUCTURE EXCAVATION | | | 0040 212-05 237.000 M3 | 50.00000 11850.00| 46.00000 10902.00| 60.00000 14220.00 SELECT MATERIAL FOR BACKFILLING | | | 0045 218-03 27.000 M3 | 200.00000 5400.00| 150.00000 4050.00| 230.00000 6210.00 GABIONS | | | 0050 307-01 168.000 M3 | 73.00000 12264.00| 55.00000 9240.00| 56.00000 9408.00 CLASS I AGGREGATE BASE COURSE | | | 0055 409-02 1956.000 L | 0.95000 1858.20| 0.50000 978.00| 0.58000 1134.48 BITUMINOUS MATERIAL PRIME | | | 0060 601-02 419.000 M3 | 380.00000 159220.00| 375.00000 157125.00| 475.00000 199025.00 CLASS B CONCRETE | | | 0065 602-02 28244.000 KG | 1.37000 38694.28| 1.25000 35305.00| 1.60000 45190.40 EPOXY COATED REINFORCING BARS | | | 0070 603-01 294.000 M | 349.00000 102606.00| 450.00000 132300.00| 450.00000 132300.00 PRESTRESSED CONCRETE BEAMS | | | 0075 604-50600 13.000 M | 464.00000 6032.00| 135.00000 1755.00| 160.00000 2080.00 CORRUGATED POLYETHYLENE PIPE | | | 0080 605-09 1.000 EA | 1900.00000 1900.00| 1500.00000 1500.00| 1200.00000 1200.00 TYPE G INLET | | | 0085 607-011 178.000 M | 54.45000 9692.10| 49.50000 8811.00| 56.00000 9968.00 TYPE 1 GUARDRAIL, CLASS I | | | 0090 636-09 850.000 M | 3.85000 3272.50| 3.50000 2975.00| 4.00000 3400.00 TEMP PVMT MARKING-TAPE | | | 0095 636-11 4945.000 UN | 1.10000 5439.50| 1.00000 4945.00| 1.15000 5686.75 TRAFFIC CONTROL DEVICE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 018 -3 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 9532002 COUNTIES : MARSHALL LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 55-0434699 |(2) 34-1421920 |(3) 55-0346067 |SAVAGE CONSTRUCTION COMPANY,|OHIO-WEST VIRGINIA EXCAVATIN|JAMES WHITE CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 636-12 2.000 EA | 275.00000 550.00| 150.00000 300.00| 280.00000 560.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 0105 636-13 50.000 EA | 3.85000 192.50| 5.00000 250.00| 4.00000 200.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 0110 636-14 500.000 HR | 33.00000 16500.00| 32.00000 16000.00| 30.00000 15000.00 FLAGGER | | | 0115 636-17 200.000 M | 82.00000 16400.00| 50.00000 10000.00| 88.00000 17600.00 TEMPORARY CONCRETE BARRIERS | | | 0120 636-18 200.000 M | 18.00000 3600.00| 7.00000 1400.00| 25.00000 5000.00 REMOVING AND RESETTING TEMPORARY | | | CONCRETE BARRIERS | | | 0125 636-23 LUMP| 27225.00000 27225.00| 15250.00000 15250.00| 28500.00000 28500.00 TEMPORARY TRAFFIC SIGNAL | | | 0130 636-25B 2500.000 DA | 1.80000 4500.00| 1.65000 4125.00| 1.90000 4750.00 WARNING LIGHTS TYPE B | | | 0135 638-02 14.000 EA | 100.00000 1400.00| 100.00000 1400.00| 60.00000 840.00 RIGHT OF WAY MARKERS | | | 0140 639-01 LUMP| 6000.00000 6000.00| 5000.00000 5000.00| 3800.00000 3800.00 CONSTRUCTION LAYOUT STAKES | | | 0145 640-02 LUMP| 7500.00000 7500.00| 6000.00000 6000.00| 9800.00000 9800.00 SMALL FIELD OFFICE/STORAGE BUILDING | | | 0150 640-03 LUMP| 1000.00000 1000.00| 1500.00000 1500.00| 700.00000 700.00 BUILDING EQUIPMENT | | | 0155 642-14 LUMP| 1240.00000 1240.00| 1500.00000 1500.00| 3800.00000 3800.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECT | | | 0160 661-011 0.480 M2 | 200.00000 96.00| 350.00000 168.00| 1100.00000 528.00 2MM FLAT SHEET SIGNS | | | 0165 663-0112W 295.000 M | 1.10000 324.50| 1.00000 295.00| 1.15000 339.25 EDGE LINE WHITE TYPE II | | | 0170 663-0212Y 90.000 M | 1.65000 148.50| 1.50000 135.00| 1.70000 153.00 LANE LINE OR CENTER LINE YELLOW TYPE II | | | 0175 663-055 10.000 M | 55.00000 550.00| 50.00000 500.00| 57.00000 570.00 TYPE V STOP LINES | | | 0180 663-07(II)W 20.000 M | 55.00000 1100.00| 50.00000 1000.00| 57.00000 1140.00 TYPE II, STRIPES, WHITE | | | 0185 663-105 1.000 EA | 440.00000 440.00| 400.00000 400.00| 455.00000 455.00 TYPE V LANE ARROWS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 018 -4 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 9532002 COUNTIES : MARSHALL LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 55-0434699 |(2) 34-1421920 |(3) 55-0346067 |SAVAGE CONSTRUCTION COMPANY,|OHIO-WEST VIRGINIA EXCAVATIN|JAMES WHITE CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 663-115 4.000 EA | 110.00000 440.00| 100.00000 400.00| 115.00000 460.00 TYPE V LANE LETTERS | | | 0195 401-1(1)SG AA1 255.000 MGR | | 55.00000 14025.00| 63.00000 16065.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0200 401-1(1)S AA2 232.000 MGR | 94.00000 21808.00| | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0205 401-2(1)SG BB1 66.000 MGR | | 85.00000 5610.00| 98.00000 6468.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0210 401-2(1)S BB2 60.000 MGR | 100.00000 6000.00| | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | SECTION TOTALS | $ 524,492.56| $ 548,380.00| $ 623,929.88 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 524,492.56| $ 548,380.00| $ 623,929.88 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 018 -5 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 9532002 COUNTIES : MARSHALL LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 62-1345425 |(6) 25-1493101 |ORDERS CONSTRUCTION COMPANY,|BILCO CONSTRUCTION COMPANY, |UPON THIS ROCK CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0005 201-01 1.000 LS | 17000.00000 17000.00| 36000.00000 36000.00| 35913.81000 35913.81 CLEARING AND GRUBBING | | | 0010 203-01 LUMP| 13500.00000 13500.00| 49000.00000 49000.00| 25250.00000 25250.00 DISMANTLING STRUCTURES | | | 0015 204-01 LUMP| 18000.00000 18000.00| 21000.00000 21000.00| 5250.00000 5250.00 MOBILIZATION | | | 0020 207-01 44.000 M3 | 50.00000 2200.00| 20.00000 880.00| 50.00000 2200.00 UNCLASSIFIED EXCAVATION | | | 0025 207-02 148.000 M3 | 64.00000 9472.00| 50.00000 7400.00| 50.00000 7400.00 SUBGRADE | | | 0030 211-01 0.000 M3 | 50.00000 0.00| 40.00000 0.00| 100.00000 0.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 212-01 569.000 M3 | 66.00000 37554.00| 10.00000 5690.00| 10.00000 5690.00 STRUCTURE EXCAVATION | | | 0040 212-05 237.000 M3 | 93.00000 22041.00| 100.00000 23700.00| 60.00000 14220.00 SELECT MATERIAL FOR BACKFILLING | | | 0045 218-03 27.000 M3 | 150.00000 4050.00| 220.00000 5940.00| 325.00000 8775.00 GABIONS | | | 0050 307-01 168.000 M3 | 64.00000 10752.00| 50.00000 8400.00| 55.00000 9240.00 CLASS I AGGREGATE BASE COURSE | | | 0055 409-02 1956.000 L | 0.55000 1075.80| 0.50000 978.00| 0.25000 489.00 BITUMINOUS MATERIAL PRIME | | | 0060 601-02 419.000 M3 | 535.00000 224165.00| 523.00000 219137.00| 775.00000 324725.00 CLASS B CONCRETE | | | 0065 602-02 28244.000 KG | 1.55000 43778.20| 1.75000 49427.00| 1.55000 43778.20 EPOXY COATED REINFORCING BARS | | | 0070 603-01 294.000 M | 420.00000 123480.00| 488.00000 143472.00| 355.00000 104370.00 PRESTRESSED CONCRETE BEAMS | | | 0075 604-50600 13.000 M | 350.00000 4550.00| 165.00000 2145.00| 135.00000 1755.00 CORRUGATED POLYETHYLENE PIPE | | | 0080 605-09 1.000 EA | 1900.00000 1900.00| 2000.00000 2000.00| 1225.00000 1225.00 TYPE G INLET | | | 0085 607-011 178.000 M | 55.00000 9790.00| 50.00000 8900.00| 45.00000 8010.00 TYPE 1 GUARDRAIL, CLASS I | | | 0090 636-09 850.000 M | 3.90000 3315.00| 4.00000 3400.00| 3.50000 2975.00 TEMP PVMT MARKING-TAPE | | | 0095 636-11 4945.000 UN | 1.10000 5439.50| 0.80000 3956.00| 1.00000 4945.00 TRAFFIC CONTROL DEVICE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 018 -6 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 9532002 COUNTIES : MARSHALL LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 62-1345425 |(6) 25-1493101 |ORDERS CONSTRUCTION COMPANY,|BILCO CONSTRUCTION COMPANY, |UPON THIS ROCK CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 636-12 2.000 EA | 275.00000 550.00| 0.50000 1.00| 250.00000 500.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 0105 636-13 50.000 EA | 4.00000 200.00| 0.02000 1.00| 3.50000 175.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 0110 636-14 500.000 HR | 30.00000 15000.00| 0.01000 5.00| 35.00000 17500.00 FLAGGER | | | 0115 636-17 200.000 M | 50.00000 10000.00| 35.00000 7000.00| 50.00000 10000.00 TEMPORARY CONCRETE BARRIERS | | | 0120 636-18 200.000 M | 16.00000 3200.00| 10.00000 2000.00| 20.00000 4000.00 REMOVING AND RESETTING TEMPORARY | | | CONCRETE BARRIERS | | | 0125 636-23 LUMP| 28500.00000 28500.00| 30000.00000 30000.00| 24750.00000 24750.00 TEMPORARY TRAFFIC SIGNAL | | | 0130 636-25B 2500.000 DA | 1.80000 4500.00| 2.50000 6250.00| 1.65000 4125.00 WARNING LIGHTS TYPE B | | | 0135 638-02 14.000 EA | 96.00000 1344.00| 100.00000 1400.00| 90.00000 1260.00 RIGHT OF WAY MARKERS | | | 0140 639-01 LUMP| 8100.00000 8100.00| 9000.00000 9000.00| 3500.00000 3500.00 CONSTRUCTION LAYOUT STAKES | | | 0145 640-02 LUMP| 10200.00000 10200.00| 4000.00000 4000.00| 5250.00000 5250.00 SMALL FIELD OFFICE/STORAGE BUILDING | | | 0150 640-03 LUMP| 1400.00000 1400.00| 2000.00000 2000.00| 2250.00000 2250.00 BUILDING EQUIPMENT | | | 0155 642-14 LUMP| 2600.00000 2600.00| 100.00000 100.00| 250.00000 250.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECT | | | 0160 661-011 0.480 M2 | 400.00000 192.00| 1000.00000 480.00| 5000.00000 2400.00 2MM FLAT SHEET SIGNS | | | 0165 663-0112W 295.000 M | 1.10000 324.50| 1.20000 354.00| 1.00000 295.00 EDGE LINE WHITE TYPE II | | | 0170 663-0212Y 90.000 M | 1.65000 148.50| 1.75000 157.50| 1.50000 135.00 LANE LINE OR CENTER LINE YELLOW TYPE II | | | 0175 663-055 10.000 M | 55.00000 550.00| 55.00000 550.00| 50.00000 500.00 TYPE V STOP LINES | | | 0180 663-07(II)W 20.000 M | 55.00000 1100.00| 55.00000 1100.00| 50.00000 1000.00 TYPE II, STRIPES, WHITE | | | 0185 663-105 1.000 EA | 443.00000 443.00| 450.50000 450.50| 400.00000 400.00 TYPE V LANE ARROWS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 018 -7 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 9532002 COUNTIES : MARSHALL LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 62-1345425 |(6) 25-1493101 |ORDERS CONSTRUCTION COMPANY,|BILCO CONSTRUCTION COMPANY, |UPON THIS ROCK CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 663-115 4.000 EA | 111.00000 444.00| 125.00000 500.00| 100.00000 400.00 TYPE V LANE LETTERS | | | 0195 401-1(1)SG AA1 255.000 MGR | 61.00000 15555.00| 66.00000 16830.00| 78.19000 19938.45 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0200 401-1(1)S AA2 232.000 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0205 401-2(1)SG BB1 66.000 MGR | 94.00000 6204.00| 88.00000 5808.00| 78.19000 5160.54 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0210 401-2(1)S BB2 60.000 MGR | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | SECTION TOTALS | $ 662,617.50| $ 679,412.00| $ 710,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 662,617.50| $ 679,412.00| $ 710,000.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 019 -1 VENDOR RANKING CALL ORDER : 019 CONTRACT ID : 9909912 COUNTIES : LOGAN LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : CHAPMANVILLE SIDEWALKS PROJECT(S) : S323-0010/00-032.93 00 LOCATION: 0.07 MI. S. CO 10/84 TO CO 3 VENDOR RANKING : NO BIDS WERE RECEIVED FOR CONTRACT 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 019 -2 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 9909912 COUNTIES : LOGAN LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 02 SET-ASIDE : - ***** NO VALID BIDS WERE RECEIVED FOR CONTRACT ***** 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 020 -1 VENDOR RANKING CALL ORDER : 020 CONTRACT ID : 9821101 COUNTIES : ROANE LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : ROANE CO/SPENCER BUSINESS PARK PROJECT(S) : X344-0033/02-000.00 00 LOCATION: LOCATED ON OLD STATE HOSPITAL ROAD AT MP 12.84 OF US 33 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 384,418.75 100.0000% 2 55-0731306 C.L. BELT CONSTRUCTION, INC. $ 386,913.45 100.6489% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 020 -2 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 9821101 COUNTIES : ROANE LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0731306 | |WEST VIRGINIA PAVING, INC. |C.L. BELT CONSTRUCTION, INC.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 ROADWAY CR 33/2 | | | 0005 201-01 1.000 LS | 10000.00000 10000.00| 28000.00000 28000.00| CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 30000.00000 30000.00| 18000.00000 18000.00| MOBILIZATION | | | 0015 207-01 485.000 CY | 16.00000 7760.00| 11.00000 5335.00| UNCLASSIFIED EXCAVATION | | | 0020 207-02 471.000 CY | 54.00000 25434.00| 60.00000 28260.00| SUBGRADE | | | 0025 207-34 2825.000 SY | 1.50000 4237.50| 1.50000 4237.50| FABRIC FOR SEPARATION | | | 0030 228-01 2022.000 SY | 3.00000 6066.00| 2.75000 5560.50| SUBGRADE PREPARATION | | | 0035 307-01 618.000 CY | 54.00000 33372.00| 60.00000 37080.00| CLASS 1 AGGREGATE BASE COURSE | | | 0040 308-01 259.000 TN | 22.00000 5698.00| 30.00000 7770.00| CLASS 1 AGGREGATE BASE COURSE | | | 0045 401-1(1)S AA2 568.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0050 401-1(1)SG AA1 625.000 TN | 55.00000 34375.00| 51.15000 31968.75| HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0055 402-01(1)S BB2 97.000 TN | | | HMA SKID PVT, (W-1) SLAG | | | 0060 402-01(1)SG BB1 107.000 TN | 65.00000 6955.00| 57.75000 6179.25| HMA SKID PVT, (W-1) ST OR GR | | | 0070 409-02 826.000 GA | 1.10000 908.60| 1.35000 1115.10| BITUMINOUS MATERIAL | | | 0095 607-01(II) 190.000 LF | 15.00000 2850.00| 12.00000 2280.00| TYPE 1 GUARDRAIL | | | 0105 636-11 5935.000 UN | 1.25000 7418.75| 1.25000 7418.75| TRAFFIC CONTROL DEVICES | | | 0110 636-14 500.000 HR | 45.00000 22500.00| 35.00000 17500.00| FLAGGER | | | 0115 636-17 150.000 LF | 30.00000 4500.00| 30.00000 4500.00| TEMPORARY CONCRETE BARRIERS | | | 0120 636-18 150.000 LF | 5.00000 750.00| 8.00000 1200.00| REMOVING AND RESETTING TEMPORARY | | | CONCRETE BARRIERS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 020 -3 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 9821101 COUNTIES : ROANE LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0731306 | |WEST VIRGINIA PAVING, INC. |C.L. BELT CONSTRUCTION, INC.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0125 636-25(B) 400.000 DA | 3.00000 1200.00| 2.25000 900.00| WARNING LIGHTS | | | 0130 638-02 18.000 EA | 125.00000 2250.00| 50.00000 900.00| RIGHT OF WAY MARKERS | | | 0135 639-01 LUMP| 3500.00000 3500.00| 15000.00000 15000.00| CONSTRUCTION LAYOUT STAKES | | | 0140 642-13 LUMP| 1250.00000 1250.00| 5000.00000 5000.00| TEMPORARY POLLUTION CONTROL | | | SECTION TOTALS | $ 211,024.85| $ 228,204.85| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 BRIDGE | | | 0145 203-01 LUMP| 18000.00000 18000.00| 5000.00000 5000.00| DISMANTLING STRUCTURES | | | 0150 601-02 5.200 CY | 2100.00000 10920.00| 1500.00000 7800.00| CLASS B CONCRETE | | | 0155 602-01 292.000 LB | 5.50000 1606.00| 2.00000 584.00| REINFORCING STEEL BARS | | | 0160 603-05 LUMP| 5000.00000 5000.00| 6000.00000 6000.00| INSTALLATION OF DOH FURNISHED | | | PRESTRESSED CONCRETE BEAMS | | | 0161 615-03 1.000 LS | 3000.00000 3000.00| 1500.00000 1500.00| FABRICATED STRUCTURAL STEEL | | | SECTION TOTALS | $ 38,526.00| $ 20,884.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 PAVEMENT MARKINGS | | | 0165 663-01-1(II)W 1800.000 LF | 0.35000 630.00| 0.28000 504.00| EDGE LINE, WHITE | | | 0170 663-02-1(II)W 100.000 LF | 0.35000 35.00| 0.40000 40.00| LANE LINE OR CENTERLINE, WHITE | | | 0175 663-03-1(II) 1200.000 LF | 0.35000 420.00| 0.30000 360.00| BARRIER LINES | | | 0180 663-04(V) 230.000 LF | 7.00000 1610.00| 5.50000 1265.00| TYPE V CHANNELIZING LINES | | | 0185 663-05(V) 120.000 LF | 16.00000 1920.00| 13.20000 1584.00| TYPE V, STOP LINES | | | 0190 663-07(V)Y 100.000 LF | 9.00000 900.00| 7.70000 770.00| TYPE V, STRIPES, YELLOW | | | 0195 663-11(V) 9.000 EA | 100.00000 900.00| 10.00000 90.00| TYPE V, LANE LETTERS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 020 -4 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 9821101 COUNTIES : ROANE LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0731306 | |WEST VIRGINIA PAVING, INC. |C.L. BELT CONSTRUCTION, INC.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 6,415.00| $ 4,613.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 NON-STATE FUNDED ITEMS | | | 0200 605-15 4.000 EA | 1200.00000 4800.00| 800.00000 3200.00| ADJUST EXISTING MANHOLE | | | SECTION TOTALS | $ 4,800.00| $ 3,200.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY US 33 | | | 0204 207-01 819.000 CY | 16.00000 13104.00| 14.75000 12080.25| UNCLASSIFIED EXCAVATION | | | 0205 207-02 301.000 CY | 54.00000 16254.00| 60.00000 18060.00| SUBGRADE | | | 0210 207-34 1800.000 SY | 1.50000 2700.00| 1.50000 2700.00| FABRIC FOR SEPARATION | | | 0215 307-01 390.000 CY | 54.00000 21060.00| 59.50000 23205.00| CLASS 1 AGGREGATE BASE COURSE | | | 0220 308-01 215.000 TN | 22.00000 4730.00| 29.50000 6342.50| CLASS 1 AGGREGATE BASE COURSE | | | 0225 408-02 462.000 GA | 1.10000 508.20| 1.35000 623.70| BITUMINOUS MATERIAL | | | 0230 409-02 527.000 GA | 1.10000 579.70| 1.35000 711.45| BITUMINOUS MATERIAL | | | 0235 415-01 1843.000 SY | 4.00000 7372.00| 9.00000 16587.00| REMOVE BITUMINOUS CONCRETE SURFACE | | | 0240 604-01(15)A2 11.000 LF | 100.00000 1100.00| 84.00000 924.00| METALLIC COATED CORRUGATED STEEL PIPE | | | 0245 605-09 1.000 EA | 3800.00000 3800.00| 2500.00000 2500.00| TYPE G INLET | | | 0250 607-01(II) 467.000 LF | 15.00000 7005.00| 12.00000 5604.00| TYPE 1 GUARDRAIL | | | 0255 610-01(I) 102.000 LF | 55.00000 5610.00| 40.00000 4080.00| PLAIN CONCRETE CURBING | | | 0260 401-1(1)SG AA1 528.000 TN | 55.00000 29040.00| 51.15000 27007.20| HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0265 401-1(1)S AA2 480.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0270 402-01(1)SG BB1 166.000 TN | 65.00000 10790.00| 57.75000 9586.50| HMA SKID PVT, (W-1) ST OR GR | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/17/99 PAGE : 020 -5 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 9821101 COUNTIES : ROANE LETTING DATE : 09/14/99 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0731306 | |WEST VIRGINIA PAVING, INC. |C.L. BELT CONSTRUCTION, INC.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0275 402-01(1)S BB2 151.000 TN | | | HMA SKID PVT, (W-1) SLAG | | | SECTION TOTALS | $ 123,652.90| $ 130,011.60| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 384,418.75| $ 386,913.45| ====================================================================================================================================