1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 9615902ABCR1 COUNTIES : HARDY HAMPSHIRE LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : HIGHWAY/RAILWAY GRADE CROSSING PROJECT(S) : U316-0015/00-000.70 00 STPG 0015 056 EQ0 LOCATION: CUNNINGHAM LANE RR XING U314-0028/06-000.15 00 STPG 0286 001 EQ0 U316-0MOO/RE-002.00 00 STPG 0096 042 EQ0 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 52-1595836 D.J.R., INC. $ 151,222.00 100.0000% 2 55-0343932 BAYLISS & RAMEY, INC. $ 237,132.00 156.8105% 3 55-0646159 WEST VIRGINIA SIGNAL AND LIGHT, INC. $ 254,500.00 168.2956% 25-1579001 UNION SWITCH & SIGNAL, INC. IRREGULAR 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9615902ABCR1 COUNTIES : HARDY HAMPSHIRE LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 52-1595836 |(2) 55-0343932 |(3) 55-0646159 |D.J.R., 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 0001 R/R SIGNALS | | | 0005 204-01 LUMP| 500.00000 500.00| 1575.00000 1575.00| 1500.00000 1500.00 MOBILIZATION SITE A | | | 0010 636-01 LUMP| 250.00000 250.00| 500.00000 500.00| 250.00000 250.00 TRAFFIC CONTROL SITE A | | | 0015 660-35 LUMP| 43223.00000 43223.00| 70495.00000 70495.00| 74500.00000 74500.00 RAILROAD CROSSING FLASHING LIGHT | | | SIGNALS SITE A | | | SECTION TOTALS | $ 43,973.00| $ 72,570.00| $ 76,250.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 R/R SIGNALS | | | 0020 204-01 LUMP| 500.00000 500.00| 2575.00000 2575.00| 1500.00000 1500.00 MOBILIZATION SITE B | | | 0025 636-01 LUMP| 250.00000 250.00| 500.00000 500.00| 250.00000 250.00 TRAFFIC CONTROL SITE B | | | 0030 660-35 LUMP| 46650.00000 46650.00| 75835.00000 75835.00| 77500.00000 77500.00 RAILROAD CROSSING FLASHING LIGHT | | | SIGNALS SITE B | | | SECTION TOTALS | $ 47,400.00| $ 78,910.00| $ 79,250.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 R/R SIGNALS | | | 0035 204-01 LUMP| 500.00000 500.00| 1575.00000 1575.00| 2000.00000 2000.00 MOBILIZATION SITE C | | | 0040 636-01 LUMP| 250.00000 250.00| 500.00000 500.00| 500.00000 500.00 TRAFFIC CONTROL SITE C | | | 0045 660-35 LUMP| 57599.00000 57599.00| 83077.00000 83077.00| 91500.00000 91500.00 RAILROAD CROSSING FLASHING LIGHT | | | SIGNALS SITE C | | | 0050 660-36 LUMP| 1500.00000 1500.00| 500.00000 500.00| 5000.00000 5000.00 RAILROAD CROSSING SIGNAL TRAINING SITE C| | | SECTION TOTALS | $ 59,849.00| $ 85,652.00| $ 99,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 151,222.00| $ 237,132.00| $ 254,500.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 9722403 COUNTIES : MARSHALL LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : WOODLANDS - CRESAP ROAD PROJECT(S) : U326-0002/00-008.00 00 LOCATION: WV RTE. 2, BEGINNING AT CR 27, ENDING 2.55 M N CR 27 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-1459264 TRI-STATE ASPHALT COMPANY $ 3,200,989.16 100.0000% 2 55-0601828 KLUG BROS., INC. $ 3,289,777.04 102.7737% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9722403 COUNTIES : MARSHALL LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 31-1459264 |(2) 55-0601828 | |TRI-STATE ASPHALT COMPANY |KLUG BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201-01 1.000 LS | 25000.00000 25000.00| 41808.00000 41808.00| CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 45000.00000 45000.00| 41808.00000 41808.00| MOBILIZATION | | | 0015 207-01 31702.000 CY | 6.29000 199405.58| 9.54000 302437.08| UNCLASSIFIED EXCAVATION | | | 0020 207-02 7930.000 CY | 32.15000 254949.50| 35.38000 280563.40| SUBGRADE | | | 0025 207-33 11111.000 SY | 0.84000 9333.24| 2.14000 23777.54| FABRIC FOR SUBGRADE STABILIZATION | | | 0030 207-34 58060.000 SY | 0.58000 33674.80| 2.14000 124248.40| FABRIC FOR SEPARATION | | | 0035 218-03 491.000 CY | 131.00000 64321.00| 101.84000 50003.44| GABIONS | | | 0040 307-01 1137.000 CY | 42.66000 48504.42| 37.97000 43171.89| CLASS 1 AGGREGATE BASE COURSE | | | 0045 308-01 1570.000 TN | 19.05000 29908.50| 18.48000 29013.60| CLASS 1 AGGREGATE BASE COURSE | | | 0050 311-06 5348.000 CY | 46.00000 246008.00| 25.33000 135464.84| OPEN GRADED FREE DRAINING BASE COURSE | | | 0055 408-02 14358.000 GA | 1.00000 14358.00| 0.90000 12922.20| BITUMINOUS MATERIAL | | | 0060 409-02 6011.000 GA | 1.00000 6011.00| 0.90000 5409.90| BITUMINOUS MATERIAL | | | 0065 605-09 8.000 EA | 1414.84000 11318.72| 1926.00000 15408.00| TYPE G INLET | | | 0070 606-29 13447.000 LF | 5.61000 75437.67| 7.38000 99238.86| FREE DRAINING BASE (FDB) TRENCH | | | 0075 606-30 517.000 LF | 35.63000 18420.71| 26.75000 13829.75| OUTLET PIPE | | | 0080 607-01(I) 6661.000 LF | 10.53000 70140.33| 10.79000 71872.19| TYPE 1 GUARDRAIL | | | 0085 607-28 10.000 EA | 759.82000 7598.20| 778.65000 7786.50| MODIFIED ECCENTRIC LOADER TERMINAL | | | 0090 633-03 58.000 CY | 31.44000 1823.52| 69.55000 4033.90| DUMPED ROCK GUTTER | | | 0095 636-07 40000.000 LF | 0.44000 17600.00| 0.45000 18000.00| ERADICATION OF PAVEMENT MARKINGS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9722403 COUNTIES : MARSHALL LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 31-1459264 |(2) 55-0601828 | |TRI-STATE ASPHALT COMPANY |KLUG BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 636-08 54000.000 LF | 0.19000 10260.00| 0.19000 10260.00| TEMPORARY PAVEMENT MARKINGS-PAINT 4" | | | SOLID LINE | | | 0105 636-11 14650.000 UN | 1.05000 15382.50| 1.07000 15675.50| TRAFFIC CONTROL DEVICES | | | 0110 636-12 4.000 EA | 314.41000 1257.64| 322.20000 1288.80| CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICES | | | 0115 636-13 100.000 EA | 3.14000 314.00| 3.22000 322.00| CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICES | | | 0120 636-14 1500.000 HR | 33.61000 50415.00| 35.33000 52995.00| FLAGGER | | | 0125 636-17 12900.000 LF | 18.80000 242520.00| 21.40000 276060.00| TEMPORARY CONCRETE BARRIERS | | | 0130 636-18 1000.000 LF | 3.11000 3110.00| 10.70000 10700.00| REMOVING AND RESETTING TEMPORARY | | | CONCRETE BARRIERS | | | 0135 636-25(A) 1200.000 DA | 0.56000 672.00| 0.54000 648.00| WARNING LIGHTS | | | 0140 636-25(B) 1500.000 DA | 1.83000 2745.00| 1.77000 2655.00| WARNING LIGHTS | | | 0145 636-25(C) 23000.000 DA | 0.50000 11500.00| 0.48000 11040.00| WARNING LIGHTS | | | 0150 639-01 LUMP| 58000.00000 58000.00| 41730.00000 41730.00| CONSTRUCTION LAYOUT STAKES | | | 0155 640-01 LUMP| 12576.38000 12576.38| 8975.00000 8975.00| STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0160 640-03 LUMP| 3668.11000 3668.11| 3300.00000 3300.00| BUILDING EQUIPMENT | | | 0165 642-04-04 484.000 LB | 5.87000 2841.08| 6.01000 2908.84| SEED MIXTURE L | | | 0170 642-12 13200.000 LF | 1.51000 19932.00| 1.07000 14124.00| SILT FENCE | | | 0175 652-03-05 484.000 LB | 5.87000 2841.08| 6.01000 2908.84| SEED MIXTURE L | | | 0180 664-01(IV) 8.000 EA | 5764.18000 46113.44| 5907.00000 47256.00| IMPACT ATTENUATING DEVICE, TYPE IV | | | 0185 664-01(IV)A 2.000 EA | 1362.44000 2724.88| 1396.20000 2792.40| REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9722403 COUNTIES : MARSHALL LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 31-1459264 |(2) 55-0601828 | |TRI-STATE ASPHALT COMPANY |KLUG BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 401-1(1)SG AA1 42445.000 TN | 29.05000 1233027.25| 27.83000 1181244.35| HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0195 401-1(1)S AA2 38583.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0200 402-01(1)SG BB1 5827.000 TN | 36.00000 209772.00| 32.79000 191067.33| HMA SKID PVT, (W-1) ST OR GR | | | 0205 402-01(1)S BB2 5298.000 TN | | | HMA SKID PVT, (W-1) SLAG | | | 0210 604-01(15)A2 CC1 13.000 LF | 68.12000 885.56| 96.57000 1255.41| METALLIC COATED CORRUGATED STEEL PIPE | | | 0215 604-37(15)II CC2 13.000 LF | | | REINFORCED CONCRETE PIPE | | | 0220 604-01(18)A2 DD1 139.000 LF | 94.32000 13110.48| 71.69000 9964.91| METALLIC COATED CORRUGATED STEEL PIPE | | | 0225 604-37(18)II DD2 139.000 LF | | | REINFORCED CONCRETE PIPE | | | 0230 604-01(24)A2 EE1 109.000 LF | 73.36000 7996.24| 70.62000 7697.58| METALLIC COATED CORRUGATED STEEL PIPE | | | 0235 604-37(24)II EE2 109.000 LF | | | REINFORCED CONCRETE PIPE | | | 0240 401-7SG FF1 989.000 TN | 30.15000 29818.35| 31.94000 31588.66| SCRATCH COURSE, STONE OR GRAVEL | | | 0245 401-7S FF2 902.000 TN | | | SCRATCH COURSE, SLAG | | | 0250 636-02SG GG1 50.000 TN | 48.00000 2400.00| 30.00000 1500.00| AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0255 636-02S GG2 45.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 3,162,696.18| $ 3,250,755.11| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 PAVEMENT MARKING & SIGNING | | | 0260 657-08 540.000 LF | 4.82000 2602.80| 4.94000 2667.60| (2.00LB) CHANNEL POSTS | | | 0265 657-10 1025.000 LF | 5.34000 5473.50| 5.48000 5617.00| (3.00LB) CHANNEL POSTS | | | 0270 661-01(1) 790.000 SF | 14.67000 11589.30| 15.04000 11881.60| (0.080),FLAT SHEET SIGNS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 002 -5 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9722403 COUNTIES : MARSHALL LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 31-1459264 |(2) 55-0601828 | |TRI-STATE ASPHALT COMPANY |KLUG BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0275 661-04(1) 90.000 EA | 2.88000 259.20| 2.95000 265.50| DELINEATORS, REFLEX REFLECTOR ,WHITE | | | SINGLE | | | 0280 661-07 1.000 UN | 26.20000 26.20| 26.85000 26.85| DELINEATORS, AMBER THREE PER UNIT | | | 0285 663-01-1(II)W 27000.000 LF | 0.14000 3780.00| 0.14000 3780.00| EDGE LINE, WHITE | | | 0290 663-02-1(II)W 6750.000 LF | 0.14000 945.00| 0.14000 945.00| LANE LINE OR CENTERLINE, WHITE | | | 0295 663-02-1(II)Y 6260.000 LF | 0.14000 876.40| 0.14000 876.40| LANE LINE OR CENTERLINE YELLOW | | | 0300 663-03-1(II) 27000.000 LF | 0.14000 3780.00| 0.14000 3780.00| BARRIER LINES | | | 0305 663-05(V) 210.000 LF | 12.05000 2530.50| 12.35000 2593.50| TYPE V, STOP LINES | | | 0310 663-07(II)Y 480.000 LF | 0.47000 225.60| 0.48000 230.40| TYPE II, STRIPE YELLOW (12") | | | 0315 663-10(V) 32.000 EA | 193.89000 6204.48| 198.69000 6358.08| TYPE V, LANE ARROWS | | | SECTION TOTALS | $ 38,292.98| $ 39,021.93| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,200,989.16| $ 3,289,777.04| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 9711301 COUNTIES : PUTNAM LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : TEAYS-HURRICANE CREEK BRIDGE PROJECT(S) : U340-0034/00-011.06 02 00BR 0034 050 E00 LOCATION: HURRICANE CREEK, 0.07 MI S CO 34/18 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 1,369,000.00 100.0000% 2 31-1316393 AHERN & ASSOCIATES, INC. $ 1,395,000.00 101.8991% 3 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 1,498,614.25 109.4678% 4 39-0884623 EDWARD KRAEMER & SONS, INC. $ 1,675,167.08 122.3642% 5 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 1,771,392.00 129.3931% 6 55-0602314 WISEMAN CONSTRUCTION COMPANY, INC. $ 1,784,204.00 130.3289% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9711301 COUNTIES : PUTNAM LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 55-0710073 |(2) 31-1316393 |(3) 55-0487806 |TEAYS RIVER CONSTRUCTION COM|AHERN & ASSOCIATES, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201-01 0.609 LS | 192786.55000 192786.55| 70701.25000 70701.25| 40000.00000 40000.00 CLEARING AND GRUBBING | | | 0015 202-01 1.000 LS | 1.00000 1.00| 10000.00000 10000.00| 4400.00000 4400.00 BUILDING DEMOLITION 202-01(01) | | | 0020 202-01 1.000 LS | 1.00000 1.00| 20000.00000 20000.00| 4850.00000 4850.00 BUILDING DEMOLITION 202-01(02) | | | 0025 204-01 LUMP| 40000.00000 40000.00| 50940.00000 50940.00| 45000.00000 45000.00 MOBILIZATION | | | 0030 207-01 1261.000 M3 | 9.00000 11349.00| 16.00000 20176.00| 19.50000 24589.50 UNCLASSIFIED EXCAVATION | | | 0035 207-02 707.000 M3 | 65.00000 45955.00| 36.00000 25452.00| 55.00000 38885.00 SUBGRADE | | | 0040 207-34 3570.000 M2 | 2.00000 7140.00| 1.30000 4641.00| 1.20000 4284.00 FABRIC FOR SEPARATION | | | 0045 211-01 6315.000 M3 | 14.00000 88410.00| 15.00000 94725.00| 12.50000 78937.50 UNCLASSIFIED BORROW EXCAVATION | | | 0050 211-02 2128.000 M3 | 14.00000 29792.00| 15.00000 31920.00| 19.00000 40432.00 ROCK BORROW EXCAVATION | | | 0055 307-01 342.000 M3 | 65.00000 22230.00| 65.00000 22230.00| 55.00000 18810.00 CLASS I AGGREGATE BASE COURSE | | | 0060 311-06 285.000 M3 | 65.00000 18525.00| 65.65000 18710.25| 71.50000 20377.50 OPEN GRADED FREE DRAINING BASE | | | 0065 408-02 1000.000 L | 0.20000 200.00| 0.20000 200.00| 0.22000 220.00 BITUMINOUS MATERIAL | | | 0070 409-02 4610.000 L | 0.20000 922.00| 0.20000 922.00| 0.22000 1014.20 BITUMINOUS MATERIAL PRIME | | | 0075 502-01300 279.000 M2 | 135.00000 37665.00| 155.00000 43245.00| 165.00000 46035.00 PORTLAND CEMENT CONCRETE APPRACH SLAB | | | 300MM | | | 0080 601-02 1.600 M3 | 2000.00000 3200.00| 1990.00000 3184.00| 1300.00000 2080.00 CLASS B CONCRETE | | | 0085 604-010375A2 5.500 M | 110.00000 605.00| 218.50000 1201.75| 128.00000 704.00 METALLIC COATED CORRUGATED STEEL PIPE, | | | 375MM, A2 | | | 0090 604-010450A2 54.500 M | 130.00000 7085.00| 169.00000 9210.50| 134.00000 7303.00 METALLIC COATED CORRUGATED STEEL PIPE, | | | 450MM, A2 | | | 0095 604-010600A2 112.500 M | 140.00000 15750.00| 126.00000 14175.00| 157.00000 17662.50 METALLIC COATED CORRUGATED STEEL PIPE, | | | 600MM, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9711301 COUNTIES : PUTNAM LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 55-0710073 |(2) 31-1316393 |(3) 55-0487806 |TEAYS RIVER CONSTRUCTION COM|AHERN & ASSOCIATES, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 604-010750A2 101.000 M | 150.00000 15150.00| 206.00000 20806.00| 244.00000 24644.00 METALLIC COATED CORRUGATED STEEL PIPE, | | | 750MM, A2 | | | 0105 605-06 4.000 EA | 3700.00000 14800.00| 2315.00000 9260.00| 2800.00000 11200.00 TYPE D INLET | | | 0110 605-061 3.000 EA | 5000.00000 15000.00| 2315.00000 6945.00| 3300.00000 9900.00 TYPE D INLET, MODIFIED | | | 0115 605-07 3.000 EA | 5500.00000 16500.00| 3450.00000 10350.00| 2300.00000 6900.00 TYPE E INLET | | | 0120 605-081 1.000 EA | 5000.00000 5000.00| 7385.00000 7385.00| 6500.00000 6500.00 TYPE F INLET, MODIFIED | | | 0125 605-091 1.000 EA | 5000.00000 5000.00| 1780.00000 1780.00| 1900.00000 1900.00 TYPE G INLET, MODIFIED | | | 0127 606-29 255.000 M | 25.00000 6375.00| 44.80000 11424.00| 6.00000 1530.00 FREE DRAINING BASE (FDB) TRENCH | | | 0130 607-011 198.000 M | 70.00000 13860.00| 60.10000 11899.80| 65.45000 12959.10 TYPE 1 GUARDRAIL, CLASS I | | | 0135 607-28 1.000 EA | 1000.00000 1000.00| 858.50000 858.50| 935.00000 935.00 MODIFIED ECCENTRIC LOADER TERMINAL | | | 0140 633-03 112.000 M3 | 30.00000 3360.00| 30.00000 3360.00| 36.00000 4032.00 DUMPED ROCK GUTTER | | | 0145 609-01 441.000 M2 | 50.00000 22050.00| 39.00000 17199.00| 48.00000 21168.00 CONCRETE SIDEWALK | | | 0150 610-031 248.000 M | 100.00000 24800.00| 92.00000 22816.00| 67.00000 16616.00 COMBINATION CONCRETE CURBING AND GUTTER | | | TYPE I | | | 0155 636-06 125.000 DA | 1.00000 125.00| 1.00000 125.00| 450.00000 56250.00 PILOT TRUCK AND DRIVER | | | 0160 636-07 800.000 M | 2.00000 1600.00| 2.02000 1616.00| 2.20000 1760.00 ERADICATION PAVEMENT MARKINGS | | | 0165 636-08 1000.000 M | 1.00000 1000.00| 0.86000 860.00| 1.05000 1050.00 TEMP PVMT MARKING-PAINT | | | 0170 636-09 1000.000 M | 3.30000 3300.00| 3.64000 3640.00| 4.00000 4000.00 TEMP PVMT MARKING-TAPE | | | 0175 636-11 10465.000 UN | 1.00000 10465.00| 1.11000 11616.15| 1.20000 12558.00 TRAFFIC CONTROL DEVICE | | | 0180 636-12 4.000 EA | 250.00000 1000.00| 252.50000 1010.00| 275.00000 1100.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 0185 636-13 450.000 EA | 1.00000 450.00| 2.27000 1021.50| 2.50000 1125.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 004 -4 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9711301 COUNTIES : PUTNAM LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 55-0710073 |(2) 31-1316393 |(3) 55-0487806 |TEAYS RIVER CONSTRUCTION COM|AHERN & ASSOCIATES, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 636-14 2500.000 HR | 0.01000 25.00| 1.00000 2500.00| 39.60000 99000.00 FLAGGER | | | 0195 636-17 120.000 M | 66.00000 7920.00| 77.00000 9240.00| 38.00000 4560.00 TEMPORARY CONCRETE BARRIERS | | | 0200 636-19 96.000 M | 70.00000 6720.00| 67.40000 6470.40| 73.00000 7008.00 TEMPORARY GUARDRAIL BARRIERS | | | 0202 636-23 LUMP| 1.00000 1.00| 1.00000 1.00| 8000.00000 8000.00 TEMPORARY TRAFFIC SIGNAL 636-23(01) | | | 0205 636-25A 900.000 DA | 0.50000 450.00| 0.56000 504.00| 0.60000 540.00 WARNING LIGHTS TYPE A | | | 0210 636-25B 1200.000 DA | 1.25000 1500.00| 1.77000 2124.00| 1.95000 2340.00 WARNING LIGHTS TYPE B | | | 0211 636-25C 1200.000 DA | 0.50000 600.00| 0.56000 672.00| 0.60000 720.00 WARNING LIGHTS TYPE C | | | 0220 637-01 90.000 M3 | 20.00000 1800.00| 18.00000 1620.00| 17.00000 1530.00 WATER FOR DUST PALLIATIVE | | | 0225 638-02 26.000 EA | 25.00000 650.00| 20.00000 520.00| 55.00000 1430.00 RIGHT OF WAY MARKERS | | | 0230 639-01 LUMP| 2500.00000 2500.00| 15000.00000 15000.00| 18000.00000 18000.00 CONSTRUCTION LAYOUT STAKES | | | 0235 640-02 LUMP| 10000.00000 10000.00| 8800.00000 8800.00| 9800.00000 9800.00 SMALL FIELD OFFICE/STORAGE BUILDING | | | 0240 640-03 LUMP| 500.00000 500.00| 1000.00000 1000.00| 1100.00000 1100.00 BUILDING EQUIPMENT | | | 0245 642-08 6.000 M | 60.00000 360.00| 74.00000 444.00| 130.00000 780.00 TEMPORARY PIPE | | | 0250 642-13 LUMP| 1000.00000 1000.00| 1650.00000 1650.00| 6500.00000 6500.00 TEMPORARY POLLUTION CONTROL | | | 0255 652-01 0.200 MGR | 200.00000 40.00| 202.00000 40.40| 220.00000 44.00 AGRICULTURAL LIMESTONE | | | 0260 652-021 0.100 MGR | 1000.00000 100.00| 1010.00000 101.00| 1100.00000 110.00 FERTILIZER 10-20-10 | | | 0265 652-022 0.100 MGR | 1500.00000 150.00| 1515.00000 151.50| 1650.00000 165.00 UREA FORMALDEHYDE FERTILIZER | | | 0270 652-031 1.000 KG | 200.00000 200.00| 202.00000 202.00| 220.00000 220.00 SEED MIXTURES B, C-1, OR C-2 | | | 0275 652-032 6.000 KG | 250.00000 1500.00| 252.50000 1515.00| 275.00000 1650.00 SEED MIXTURES D | | | 0280 652-041 1.000 MGR | 1000.00000 1000.00| 1010.00000 1010.00| 1100.00000 1100.00 STRAW OR HAY MULCH | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 004 -5 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9711301 COUNTIES : PUTNAM LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 55-0710073 |(2) 31-1316393 |(3) 55-0487806 |TEAYS RIVER CONSTRUCTION COM|AHERN & ASSOCIATES, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0285 652-042 0.100 MGR | 1500.00000 150.00| 1515.00000 151.50| 1650.00000 165.00 WOOD CELLULOSE FIBER MULCH | | | 0290 663-0112W 1119.000 M | 0.75000 839.25| 0.66000 738.54| 0.72000 805.68 EDGE LINE WHITE TYPE II | | | 0295 663-0212Y 939.000 M | 0.90000 845.10| 0.76000 713.64| 0.83000 779.37 LANE LINE OR CENTER LINE YELLOW TYPE II | | | 0300 663-0312 260.000 M | 0.90000 234.00| 0.76000 197.60| 0.83000 215.80 BARRIER LINES TYPE II | | | 0305 663-055 13.000 M | 40.00000 520.00| 39.40000 512.20| 43.00000 559.00 TYPE V STOP LINES | | | 0310 663-075W 126.000 M | 24.00000 3024.00| 20.20000 2545.20| 22.00000 2772.00 TYPE V STRIPES WHITE | | | 0315 664-014 2.000 EA | 7000.00000 14000.00| 3000.00000 6000.00| 6600.00000 13200.00 IMPACT ATTENUATING DEVICE TYPE IV | | | 0330 401-1(1)SG AA1 1673.000 MGR | 48.00000 80304.00| 40.58000 67890.34| 44.00000 73612.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0335 401-1(1)S AA2 1597.000 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0340 402-011SG BB1 216.000 MGR | 57.00000 12312.00| 48.43000 10460.88| 52.75000 11394.00 HOT-MIX ASPHALT SKID PAVEMENT, STONE OR | | | GRAVEL | | | 0345 402-011S BB2 207.000 MGR | | | HOT-MIX ASPHALT SKID PAVEMENT, SLAG | | | 0350 636-02SG CC1 794.000 MGR | 1.00000 794.00| 13.00000 10322.00| 19.00000 15086.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0355 636-02S CC2 758.000 MGR | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 832,489.90| $ 738,702.90| $ 874,897.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 WATERLINE RELOCATION | | | 0360 639-01 LUMP| 500.00000 500.00| 5000.00000 5000.00| 1100.00000 1100.00 CONSTRUCTION LAYOUT STAKES | | | 0365 670-04250554 44.000 M | 400.00000 17600.00| 675.00000 29700.00| 500.00000 22000.00 DUCTILE IRON PIPE TYPE V CL54, 250MM | | | 0370 670-07150200 39.500 M | 125.00000 4937.50| 260.00000 10270.00| 75.00000 2962.50 PLASTIC PIPE CLASS 200, 150MM | | | 0375 670-07250200 331.500 M | 110.00000 36465.00| 150.00000 49725.00| 91.00000 30166.50 PLASTIC PIPE CLASS 200, 250MM | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 004 -6 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9711301 COUNTIES : PUTNAM LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 55-0710073 |(2) 31-1316393 |(3) 55-0487806 |TEAYS RIVER CONSTRUCTION COM|AHERN & ASSOCIATES, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0380 670-0819 29.000 M | 60.00000 1740.00| 100.00000 2900.00| 48.50000 1406.50 COPPER SERVICE PIPE, 19MM | | | 0385 670-09150 2.000 EA | 500.00000 1000.00| 1200.00000 2400.00| 1045.00000 2090.00 GATE VALVE AND VALVE BOX, 150MM | | | 0390 670-09250 3.000 EA | 1000.00000 3000.00| 1500.00000 4500.00| 1200.00000 3600.00 GATE VALVE AND VALVE BOX, 250MM | | | 0395 670-10003204 11.000 M | 75.00000 825.00| 15.00000 165.00| 68.00000 748.00 STEEL CASING PIPE, 32MM, 3.56MM | | | 0400 670-10030006 22.500 M | 150.00000 3375.00| 75.00000 1687.50| 520.00000 11700.00 STEEL CASING PIPE, 300MM 6.35MM | | | 0405 670-10060006 85.500 M | 200.00000 17100.00| 350.00000 29925.00| 570.00000 48735.00 STEEL CASING PIPE, 600MM 6.35MM | | | 0410 670-13150 1.000 EA | 2500.00000 2500.00| 2500.00000 2500.00| 2750.00000 2750.00 FIRE HYDRANDT, 150MM | | | 0415 670-1900502 1.000 EA | 1500.00000 1500.00| 1800.00000 1800.00| 2200.00000 2200.00 SPECIAL VALVE, BLOWOFF ASSEMBLY | | | SECTION TOTALS | $ 90,542.50| $ 140,572.50| $ 129,458.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 COMPUTER SYSTEM | | | 0420 640-04 LUMP| 5000.00000 5000.00| 3000.00000 3000.00| 4300.00000 4300.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 5,000.00| $ 3,000.00| $ 4,300.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 BRIDGE #4327 | | | 0425 203-01 LUMP| 20000.00000 20000.00| 50000.00000 50000.00| 25000.00000 25000.00 DISMANTLING STRUCTURES (1154) | | | 0430 207-34 290.000 M2 | 2.00000 580.00| 1.90000 551.00| 1.30000 377.00 FABRIC FOR SEPARATION | | | 0435 211-02 300.000 M3 | 30.00000 9000.00| 21.50000 6450.00| 37.00000 11100.00 ROCK BORROW EXCAVATION | | | 0440 212-01 166.000 M3 | 1.00000 166.00| 29.00000 4814.00| 10.00000 1660.00 STRUCTURE EXCAVATION | | | 0445 212-05 260.000 M3 | 1.00000 260.00| 86.00000 22360.00| 10.00000 2600.00 SELECT MATERIAL FOR BACKFILLING | | | 0450 601-02 48.000 M3 | 360.00000 17280.00| 550.00000 26400.00| 980.00000 47040.00 CLASS B CONCRETE | | | 0455 601-03 199.000 M3 | 800.00000 159200.00| 800.00000 159200.00| 980.00000 195020.00 CLASS K CONCRETE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 004 -7 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9711301 COUNTIES : PUTNAM LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 55-0710073 |(2) 31-1316393 |(3) 55-0487806 |TEAYS RIVER CONSTRUCTION COM|AHERN & ASSOCIATES, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 602-02 27676.000 KG | 1.60000 44281.60| 1.60000 44281.60| 1.60000 44281.60 EPOXY COATED REINFORCING BARS | | | 0465 603-18(1525) 233.000 M | 600.00000 139800.00| 576.00000 134208.00| 400.00000 93200.00 PRESTRESSED CONCRETE I BEAMS 1525MM | | | 0470 616-05H360108 157.000 M | 200.00000 31400.00| 280.00000 43960.00| 280.00000 43960.00 STEEL BEARING PILES, HP 360X108, | | | PRE-DRILLED AND DRIVEN | | | 0475 617-03 68.000 M | 250.00000 17000.00| 250.00000 17000.00| 290.00000 19720.00 ALUMINUM RAILING | | | 0480 639-01 LUMP| 2000.00000 2000.00| 3500.00000 3500.00| 6000.00000 6000.00 CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ 440,967.60| $ 512,724.60| $ 489,958.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,369,000.00| $ 1,395,000.00| $ 1,498,614.25 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 004 -8 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9711301 COUNTIES : PUTNAM LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 39-0884623 |(5) 62-1345425 |(6) 55-0602314 |EDWARD KRAEMER & SONS, INC. |BILCO CONSTRUCTION COMPANY, |WISEMAN 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 0.609 LS | 60100.00000 60100.00| 178000.00000 178000.00| 25600.00000 25600.00 CLEARING AND GRUBBING | | | 0015 202-01 1.000 LS | 3780.00000 3780.00| 7000.00000 7000.00| 11400.00000 11400.00 BUILDING DEMOLITION 202-01(01) | | | 0020 202-01 1.000 LS | 3780.00000 3780.00| 10000.00000 10000.00| 11400.00000 11400.00 BUILDING DEMOLITION 202-01(02) | | | 0025 204-01 LUMP| 40200.00000 40200.00| 32500.00000 32500.00| 75000.00000 75000.00 MOBILIZATION | | | 0030 207-01 1261.000 M3 | 18.98000 23933.78| 17.00000 21437.00| 34.00000 42874.00 UNCLASSIFIED EXCAVATION | | | 0035 207-02 707.000 M3 | 54.00000 38178.00| 48.00000 33936.00| 57.00000 40299.00 SUBGRADE | | | 0040 207-34 3570.000 M2 | 2.23000 7961.10| 2.00000 7140.00| 2.35000 8389.50 FABRIC FOR SEPARATION | | | 0045 211-01 6315.000 M3 | 20.05000 126615.75| 18.00000 113670.00| 16.60000 104829.00 UNCLASSIFIED BORROW EXCAVATION | | | 0050 211-02 2128.000 M3 | 48.90000 104059.20| 45.00000 95760.00| 50.00000 106400.00 ROCK BORROW EXCAVATION | | | 0055 307-01 342.000 M3 | 72.13000 24668.46| 48.00000 16416.00| 57.50000 19665.00 CLASS I AGGREGATE BASE COURSE | | | 0060 311-06 285.000 M3 | 94.52000 26938.20| 73.00000 20805.00| 73.00000 20805.00 OPEN GRADED FREE DRAINING BASE | | | 0065 408-02 1000.000 L | 0.20000 200.00| 0.25000 250.00| 0.25000 250.00 BITUMINOUS MATERIAL | | | 0070 409-02 4610.000 L | 0.20000 922.00| 0.25000 1152.50| 0.25000 1152.50 BITUMINOUS MATERIAL PRIME | | | 0075 502-01300 279.000 M2 | 145.00000 40455.00| 160.00000 44640.00| 156.00000 43524.00 PORTLAND CEMENT CONCRETE APPRACH SLAB | | | 300MM | | | 0080 601-02 1.600 M3 | 850.00000 1360.00| 2200.00000 3520.00| 1535.00000 2456.00 CLASS B CONCRETE | | | 0085 604-010375A2 5.500 M | 126.00000 693.00| 140.00000 770.00| 151.00000 830.50 METALLIC COATED CORRUGATED STEEL PIPE, | | | 375MM, A2 | | | 0090 604-010450A2 54.500 M | 133.00000 7248.50| 200.00000 10900.00| 192.00000 10464.00 METALLIC COATED CORRUGATED STEEL PIPE, | | | 450MM, A2 | | | 0095 604-010600A2 112.500 M | 158.00000 17775.00| 230.00000 25875.00| 177.00000 19912.50 METALLIC COATED CORRUGATED STEEL PIPE, | | | 600MM, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 004 -9 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9711301 COUNTIES : PUTNAM LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 39-0884623 |(5) 62-1345425 |(6) 55-0602314 |EDWARD KRAEMER & SONS, INC. |BILCO CONSTRUCTION COMPANY, |WISEMAN CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 604-010750A2 101.000 M | 189.00000 19089.00| 260.00000 26260.00| 166.00000 16766.00 METALLIC COATED CORRUGATED STEEL PIPE, | | | 750MM, A2 | | | 0105 605-06 4.000 EA | 2270.00000 9080.00| 2800.00000 11200.00| 3625.00000 14500.00 TYPE D INLET | | | 0110 605-061 3.000 EA | 2835.00000 8505.00| 3000.00000 9000.00| 3190.00000 9570.00 TYPE D INLET, MODIFIED | | | 0115 605-07 3.000 EA | 5040.00000 15120.00| 4000.00000 12000.00| 4583.00000 13749.00 TYPE E INLET | | | 0120 605-081 1.000 EA | 3650.00000 3650.00| 5000.00000 5000.00| 7750.00000 7750.00 TYPE F INLET, MODIFIED | | | 0125 605-091 1.000 EA | 3112.00000 3112.00| 2500.00000 2500.00| 3000.00000 3000.00 TYPE G INLET, MODIFIED | | | 0127 606-29 255.000 M | 21.00000 5355.00| 35.00000 8925.00| 33.00000 8415.00 FREE DRAINING BASE (FDB) TRENCH | | | 0130 607-011 198.000 M | 78.00000 15444.00| 85.00000 16830.00| 66.00000 13068.00 TYPE 1 GUARDRAIL, CLASS I | | | 0135 607-28 1.000 EA | 800.00000 800.00| 900.00000 900.00| 952.00000 952.00 MODIFIED ECCENTRIC LOADER TERMINAL | | | 0140 633-03 112.000 M3 | 23.00000 2576.00| 60.00000 6720.00| 99.00000 11088.00 DUMPED ROCK GUTTER | | | 0145 609-01 441.000 M2 | 82.00000 36162.00| 90.00000 39690.00| 60.00000 26460.00 CONCRETE SIDEWALK | | | 0150 610-031 248.000 M | 120.00000 29760.00| 115.00000 28520.00| 69.00000 17112.00 COMBINATION CONCRETE CURBING AND GUTTER | | | TYPE I | | | 0155 636-06 125.000 DA | 352.00000 44000.00| 1.00000 125.00| 352.00000 44000.00 PILOT TRUCK AND DRIVER | | | 0160 636-07 800.000 M | 1.65000 1320.00| 2.00000 1600.00| 1.85000 1480.00 ERADICATION PAVEMENT MARKINGS | | | 0165 636-08 1000.000 M | 0.85000 850.00| 1.00000 1000.00| 0.95000 950.00 TEMP PVMT MARKING-PAINT | | | 0170 636-09 1000.000 M | 3.30000 3300.00| 4.00000 4000.00| 3.70000 3700.00 TEMP PVMT MARKING-TAPE | | | 0175 636-11 10465.000 UN | 1.05000 10988.25| 1.30000 13604.50| 1.18000 12348.70 TRAFFIC CONTROL DEVICE | | | 0180 636-12 4.000 EA | 250.00000 1000.00| 0.25000 1.00| 280.00000 1120.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 0185 636-13 450.000 EA | 2.50000 1125.00| 0.01000 4.50| 2.80000 1260.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 004 -10 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9711301 COUNTIES : PUTNAM LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 39-0884623 |(5) 62-1345425 |(6) 55-0602314 |EDWARD KRAEMER & SONS, INC. |BILCO CONSTRUCTION COMPANY, |WISEMAN CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 636-14 2500.000 HR | 31.00000 77500.00| 30.00000 75000.00| 34.75000 86875.00 FLAGGER | | | 0195 636-17 120.000 M | 120.00000 14400.00| 50.00000 6000.00| 45.35000 5442.00 TEMPORARY CONCRETE BARRIERS | | | 0200 636-19 96.000 M | 53.00000 5088.00| 60.00000 5760.00| 107.50000 10320.00 TEMPORARY GUARDRAIL BARRIERS | | | 0202 636-23 LUMP| 8000.00000 8000.00| 10000.00000 10000.00| 20440.00000 20440.00 TEMPORARY TRAFFIC SIGNAL 636-23(01) | | | 0205 636-25A 900.000 DA | 0.50000 450.00| 0.75000 675.00| 0.55000 495.00 WARNING LIGHTS TYPE A | | | 0210 636-25B 1200.000 DA | 1.75000 2100.00| 2.25000 2700.00| 2.00000 2400.00 WARNING LIGHTS TYPE B | | | 0211 636-25C 1200.000 DA | 0.50000 600.00| 0.75000 900.00| 0.55000 660.00 WARNING LIGHTS TYPE C | | | 0220 637-01 90.000 M3 | 5.00000 450.00| 5.00000 450.00| 39.00000 3510.00 WATER FOR DUST PALLIATIVE | | | 0225 638-02 26.000 EA | 100.00000 2600.00| 100.00000 2600.00| 170.00000 4420.00 RIGHT OF WAY MARKERS | | | 0230 639-01 LUMP| 8100.00000 8100.00| 10000.50000 10000.50| 22400.00000 22400.00 CONSTRUCTION LAYOUT STAKES | | | 0235 640-02 LUMP| 17000.00000 17000.00| 10000.00000 10000.00| 14110.00000 14110.00 SMALL FIELD OFFICE/STORAGE BUILDING | | | 0240 640-03 LUMP| 6800.00000 6800.00| 2000.00000 2000.00| 1200.00000 1200.00 BUILDING EQUIPMENT | | | 0245 642-08 6.000 M | 126.00000 756.00| 125.00000 750.00| 144.00000 864.00 TEMPORARY PIPE | | | 0250 642-13 LUMP| 6800.00000 6800.00| 1.00000 1.00| 7000.00000 7000.00 TEMPORARY POLLUTION CONTROL | | | 0255 652-01 0.200 MGR | 200.00000 40.00| 300.00000 60.00| 224.00000 44.80 AGRICULTURAL LIMESTONE | | | 0260 652-021 0.100 MGR | 1000.00000 100.00| 1200.00000 120.00| 1120.00000 112.00 FERTILIZER 10-20-10 | | | 0265 652-022 0.100 MGR | 1500.00000 150.00| 2000.00000 200.00| 1680.00000 168.00 UREA FORMALDEHYDE FERTILIZER | | | 0270 652-031 1.000 KG | 200.00000 200.00| 300.00000 300.00| 224.00000 224.00 SEED MIXTURES B, C-1, OR C-2 | | | 0275 652-032 6.000 KG | 250.00000 1500.00| 300.00000 1800.00| 280.00000 1680.00 SEED MIXTURES D | | | 0280 652-041 1.000 MGR | 1000.00000 1000.00| 1200.00000 1200.00| 1120.00000 1120.00 STRAW OR HAY MULCH | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 004 -11 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9711301 COUNTIES : PUTNAM LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 39-0884623 |(5) 62-1345425 |(6) 55-0602314 |EDWARD KRAEMER & SONS, INC. |BILCO CONSTRUCTION COMPANY, |WISEMAN CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0285 652-042 0.100 MGR | 1500.00000 150.00| 2000.00000 200.00| 1680.00000 168.00 WOOD CELLULOSE FIBER MULCH | | | 0290 663-0112W 1119.000 M | 0.65000 727.35| 1.00000 1119.00| 0.75000 839.25 EDGE LINE WHITE TYPE II | | | 0295 663-0212Y 939.000 M | 0.75000 704.25| 1.00000 939.00| 0.85000 798.15 LANE LINE OR CENTER LINE YELLOW TYPE II | | | 0300 663-0312 260.000 M | 0.75000 195.00| 1.00000 260.00| 0.85000 221.00 BARRIER LINES TYPE II | | | 0305 663-055 13.000 M | 39.00000 507.00| 40.00000 520.00| 43.50000 565.50 TYPE V STOP LINES | | | 0310 663-075W 126.000 M | 20.00000 2520.00| 25.00000 3150.00| 22.40000 2822.40 TYPE V STRIPES WHITE | | | 0315 664-014 2.000 EA | 6000.00000 12000.00| 6500.00000 13000.00| 10975.00000 21950.00 IMPACT ATTENUATING DEVICE TYPE IV | | | 0330 401-1(1)SG AA1 1673.000 MGR | 40.18000 67221.14| 45.00000 75285.00| 45.00000 75285.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0335 401-1(1)S AA2 1597.000 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0340 402-011SG BB1 216.000 MGR | 47.95000 10357.20| 53.00000 11448.00| 53.70000 11599.20 HOT-MIX ASPHALT SKID PAVEMENT, STONE OR | | | GRAVEL | | | 0345 402-011S BB2 207.000 MGR | | | HOT-MIX ASPHALT SKID PAVEMENT, SLAG | | | 0350 636-02SG CC1 794.000 MGR | 19.50000 15483.00| 24.00000 19056.00| 31.50000 25011.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0355 636-02S CC2 758.000 MGR | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 1,003,603.18| $ 1,067,145.00| $ 1,075,284.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 WATERLINE RELOCATION | | | 0360 639-01 LUMP| 1000.00000 1000.00| 3000.00000 3000.00| 1120.00000 1120.00 CONSTRUCTION LAYOUT STAKES | | | 0365 670-04250554 44.000 M | 442.00000 19448.00| 498.00000 21912.00| 495.00000 21780.00 DUCTILE IRON PIPE TYPE V CL54, 250MM | | | 0370 670-07150200 39.500 M | 68.00000 2686.00| 82.00000 3239.00| 76.00000 3002.00 PLASTIC PIPE CLASS 200, 150MM | | | 0375 670-07250200 331.500 M | 83.00000 27514.50| 90.00000 29835.00| 93.00000 30829.50 PLASTIC PIPE CLASS 200, 250MM | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 004 -12 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9711301 COUNTIES : PUTNAM LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 39-0884623 |(5) 62-1345425 |(6) 55-0602314 |EDWARD KRAEMER & SONS, INC. |BILCO CONSTRUCTION COMPANY, |WISEMAN CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0380 670-0819 29.000 M | 44.00000 1276.00| 56.00000 1624.00| 49.00000 1421.00 COPPER SERVICE PIPE, 19MM | | | 0385 670-09150 2.000 EA | 950.00000 1900.00| 1070.00000 2140.00| 1064.00000 2128.00 GATE VALVE AND VALVE BOX, 150MM | | | 0390 670-09250 3.000 EA | 1100.00000 3300.00| 1270.00000 3810.00| 1232.00000 3696.00 GATE VALVE AND VALVE BOX, 250MM | | | 0395 670-10003204 11.000 M | 62.00000 682.00| 75.00000 825.00| 69.00000 759.00 STEEL CASING PIPE, 32MM, 3.56MM | | | 0400 670-10030006 22.500 M | 473.00000 10642.50| 475.00000 10687.50| 530.00000 11925.00 STEEL CASING PIPE, 300MM 6.35MM | | | 0405 670-10060006 85.500 M | 517.00000 44203.50| 575.00000 49162.50| 580.00000 49590.00 STEEL CASING PIPE, 600MM 6.35MM | | | 0410 670-13150 1.000 EA | 2500.00000 2500.00| 3000.00000 3000.00| 2800.00000 2800.00 FIRE HYDRANDT, 150MM | | | 0415 670-1900502 1.000 EA | 2000.00000 2000.00| 3000.00000 3000.00| 2240.00000 2240.00 SPECIAL VALVE, BLOWOFF ASSEMBLY | | | SECTION TOTALS | $ 117,152.50| $ 132,235.00| $ 131,290.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 COMPUTER SYSTEM | | | 0420 640-04 LUMP| 3500.00000 3500.00| 7000.00000 7000.00| 5936.00000 5936.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 3,500.00| $ 7,000.00| $ 5,936.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 BRIDGE #4327 | | | 0425 203-01 LUMP| 107700.00000 107700.00| 102700.00000 102700.00| 57680.00000 57680.00 DISMANTLING STRUCTURES (1154) | | | 0430 207-34 290.000 M2 | 3.20000 928.00| 2.00000 580.00| 2.35000 681.50 FABRIC FOR SEPARATION | | | 0435 211-02 300.000 M3 | 42.00000 12600.00| 45.00000 13500.00| 51.00000 15300.00 ROCK BORROW EXCAVATION | | | 0440 212-01 166.000 M3 | 32.00000 5312.00| 30.00000 4980.00| 61.50000 10209.00 STRUCTURE EXCAVATION | | | 0445 212-05 260.000 M3 | 52.00000 13520.00| 100.00000 26000.00| 98.00000 25480.00 SELECT MATERIAL FOR BACKFILLING | | | 0450 601-02 48.000 M3 | 680.00000 32640.00| 675.00000 32400.00| 577.00000 27696.00 CLASS B CONCRETE | | | 0455 601-03 199.000 M3 | 860.00000 171140.00| 675.00000 134325.00| 875.00000 174125.00 CLASS K CONCRETE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 004 -13 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9711301 COUNTIES : PUTNAM LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 39-0884623 |(5) 62-1345425 |(6) 55-0602314 |EDWARD KRAEMER & SONS, INC. |BILCO CONSTRUCTION COMPANY, |WISEMAN CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 602-02 27676.000 KG | 1.40000 38746.40| 2.00000 55352.00| 1.50000 41514.00 EPOXY COATED REINFORCING BARS | | | 0465 603-18(1525) 233.000 M | 435.00000 101355.00| 560.00000 130480.00| 619.00000 144227.00 PRESTRESSED CONCRETE I BEAMS 1525MM | | | 0470 616-05H360108 157.000 M | 290.00000 45530.00| 235.00000 36895.00| 313.00000 49141.00 STEEL BEARING PILES, HP 360X108, | | | PRE-DRILLED AND DRIVEN | | | 0475 617-03 68.000 M | 255.00000 17340.00| 350.00000 23800.00| 230.00000 15640.00 ALUMINUM RAILING | | | 0480 639-01 LUMP| 4100.00000 4100.00| 4000.00000 4000.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ 550,911.40| $ 565,012.00| $ 571,693.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,675,167.08| $ 1,771,392.00| $ 1,784,204.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 9812181 COUNTIES : KANAWHA BOONE LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 01 CLAY OTHERS CONTRACT DESCRIPTION : DISTRICT WIDE PROJECT(S) : R081-0REM/GR-099.00 00 LOCATION: VARIOUS 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 25-1271209 GREEN ACRES CONTRACTING COMPANY, INC. $ 541,641.75 100.0000% 2 25-1000923 PENN LINE SERVICE, INC. $ 582,587.50 107.5595% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9812181 COUNTIES : KANAWHA BOONE LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 01 CLAY OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 25-1271209 |(2) 25-1000923 | |GREEN ACRES CONTRACTING COMP|PENN LINE SERVICE, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DISTRICT WIDE GUARDRAIL | | | 0005 204-02 1800.000 MI | 0.01000 18.00| 1.00000 1800.00| MOBILIZATION PER COUNTY | | | 0010 204-03 10.000 EA | 1.00000 10.00| 100.00000 1000.00| MOBILIZATION PER JOB ORDER | | | 0015 204-04 5.000 EA | 1000.00000 5000.00| 500.00000 2500.00| EMERGENCY MOBILIZATION | | | 0020 607-01(I) 15750.000 LF | 12.00000 189000.00| 12.00000 189000.00| TYPE 1 GUARDRAIL | | | 0025 607-01(II) 5575.000 LF | 8.00000 44600.00| 8.50000 47387.50| TYPE 1 GUARDRAIL | | | 0030 607-01(III) 3125.000 LF | 7.40000 23125.00| 8.40000 26250.00| TYPE 1 GUARDRAIL | | | 0035 607-09-1 4925.000 LF | 3.05000 15021.25| 4.00000 19700.00| TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0040 607-10-1 1550.000 LF | 0.85000 1317.50| 1.00000 1550.00| TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0045 607-25(A) 10.000 EA | 135.00000 1350.00| 200.00000 2000.00| CUT SLOPE TERMINAL, TYPE A | | | 0050 607-25(B) 10.000 EA | 150.00000 1500.00| 225.00000 2250.00| CUT SLOPE TERMINAL, TYPE B | | | 0055 607-27 4.000 EA | 500.00000 2000.00| 650.00000 2600.00| BULLNOSE ATTENUATOR | | | 0060 607-28 75.000 EA | 475.00000 35625.00| 550.00000 41250.00| MODIFIED ECCENTRIC LOADER TERMINAL | | | 0065 607-30 15.000 EA | 250.00000 3750.00| 300.00000 4500.00| SPECIAL TRAILING END TERMINAL | | | 0070 607-31 15.000 EA | 1500.00000 22500.00| 2100.00000 31500.00| SPECIAL APPROACH END TERMINAL | | | 0075 607-35 800.000 EA | 150.00000 120000.00| 150.00000 120000.00| GUARDRAIL ELEMENT | | | 0080 607-36 20.000 EA | 20.00000 400.00| 30.00000 600.00| END SHOE FOR CUT TERMINALS AND BRIDGE | | | CONNECTIONS | | | 0085 607-37 125.000 EA | 25.00000 3125.00| 30.00000 3750.00| BUFFER END SECTION | | | 0090 607-38 75.000 EA | 10.00000 750.00| 10.00000 750.00| STEEL GUARDRAIL BLOCK | | | 0095 607-39 400.000 EA | 5.00000 2000.00| 5.00000 2000.00| TREATED WOOD BLOCK (6"X6"X14") | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9812181 COUNTIES : KANAWHA BOONE LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 01 CLAY OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 25-1271209 |(2) 25-1000923 | |GREEN ACRES CONTRACTING COMP|PENN LINE SERVICE, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 607-40 50.000 EA | 6.00000 300.00| 7.00000 350.00| TREATED WOOD BLOCK (8"X6"X14") | | | 0105 607-41 100.000 EA | 150.00000 15000.00| 160.00000 16000.00| CURVED RAIL ELEMENT (13'-6.5") | | | 0110 607-42 500.000 EA | 30.00000 15000.00| 39.00000 19500.00| STEEL POSTS (6') | | | 0115 607-43 500.000 EA | 35.00000 17500.00| 41.00000 20500.00| STEEL POSTS (8') | | | 0120 607-44 60.000 EA | 30.00000 1800.00| 40.00000 2400.00| TREATED WOOD POST (6"X8"X6') | | | 0125 607-45 60.000 EA | 60.00000 3600.00| 65.00000 3900.00| TREATED WOOD POST (5.5"X7.5"X3'-8") | | | 0130 607-46 40.000 EA | 25.00000 1000.00| 30.00000 1200.00| TREATED WOOD POST, 7"ROUND X 6' | | | 0135 607-48 75.000 EA | 50.00000 3750.00| 50.00000 3750.00| STRUCTURE MOUNTED POST, ANCHORED | | | 0140 607-49 50.000 EA | 45.00000 2250.00| 50.00000 2500.00| STEEL POSTS (10') | | | 0145 607-50 50.000 EA | 15.00000 750.00| 10.00000 500.00| STEEL TUBE SLEEVE (8"X6"X5') | | | 0150 607-51 500.000 EA | 10.00000 5000.00| 10.00000 5000.00| REMOVE & RESET GUARDRAIL POST | | | 0155 607-52 40.000 EA | 100.00000 4000.00| 150.00000 6000.00| MELT BUFFERED END ASSEMBLY | | | 0160 607-53 40.000 EA | 15.00000 600.00| 15.00000 600.00| MELT STRUT AND YOKE ASSEMBLY | | | SECTION TOTALS | $ 541,641.75| $ 582,587.50| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 541,641.75| $ 582,587.50| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 9810681 COUNTIES : WOOD CALHOUN LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 03 JACKSON OTHERS CONTRACT DESCRIPTION : DISTRICT WIDE PROJECT(S) : R083-0REM/GR-099.00 00 LOCATION: VARIOUS 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 25-1271209 GREEN ACRES CONTRACTING COMPANY, INC. $ 432,822.50 100.0000% 2 25-1000923 PENN LINE SERVICE, INC. $ 514,300.00 118.8246% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9810681 COUNTIES : WOOD CALHOUN LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 03 JACKSON OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 25-1271209 |(2) 25-1000923 | |GREEN ACRES CONTRACTING COMP|PENN LINE SERVICE, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GUARDRAIL | | | 0005 204-02 3000.000 MI | 0.01000 30.00| 1.00000 3000.00| MOBILIZATION PER COUNTY | | | 0010 204-03 25.000 EA | 1.00000 25.00| 500.00000 12500.00| MOBILIZATION PER JOB ORDER | | | 0015 204-04 10.000 EA | 1000.00000 10000.00| 1000.00000 10000.00| EMERGENCY MOBILIZATION | | | 0020 607-01(I) 15000.000 LF | 14.00000 210000.00| 15.00000 225000.00| TYPE 1 GUARDRAIL | | | 0025 607-01(II) 2000.000 LF | 9.00000 18000.00| 8.50000 17000.00| TYPE 1 GUARDRAIL | | | 0030 607-01(III) 2000.000 LF | 8.00000 16000.00| 8.40000 16800.00| TYPE 1 GUARDRAIL | | | 0035 607-05(I) 500.000 LF | 9.15000 4575.00| 15.25000 7625.00| TYPE 5 GUARDRAIL | | | 0040 607-09-1 1000.000 LF | 3.80000 3800.00| 4.00000 4000.00| TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0045 607-10-1(A) 5000.000 LF | 1.00000 5000.00| 1.00000 5000.00| GUARDRAIL REMOVAL | | | 0050 607-25(A) 10.000 EA | 150.00000 1500.00| 300.00000 3000.00| CUT SLOPE TERMINAL, TYPE A | | | 0055 607-25(A)1 10.000 EA | 400.00000 4000.00| 450.00000 4500.00| MODIFIED CUT SLOPE TERMINAL, TYPE A | | | 0060 607-25(B) 10.000 EA | 300.00000 3000.00| 400.00000 4000.00| CUT SLOPE TERMINAL, TYPE B | | | 0065 607-25(B)-1 10.000 EA | 500.00000 5000.00| 600.00000 6000.00| MOD. CUT SLOPE TERMINAL TYPE B | | | 0070 607-27 5.000 EA | 550.00000 2750.00| 800.00000 4000.00| BULLNOSE ATTENUATOR | | | 0075 607-28 50.000 EA | 500.00000 25000.00| 900.00000 45000.00| MODIFIED ECCENTRIC LOADER TERMINAL | | | 0080 607-28(I) 15.000 EA | 100.00000 1500.00| 150.00000 2250.00| MELT BUFFERED END SECTION | | | 0085 607-28(II) 30.000 EA | 10.00000 300.00| 25.00000 750.00| MELT DIAPHRAGM PLATE | | | 0090 607-28(III) 15.000 EA | 15.00000 225.00| 75.00000 1125.00| MELT STRUT AND YOKE ASSEMBLY | | | 0095 607-30 5.000 EA | 250.00000 1250.00| 350.00000 1750.00| SPECIAL TRAILING END TERMINAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 006 -3 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9810681 COUNTIES : WOOD CALHOUN LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 03 JACKSON OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 25-1271209 |(2) 25-1000923 | |GREEN ACRES CONTRACTING COMP|PENN LINE SERVICE, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 607-31 5.000 EA | 1750.00000 8750.00| 2500.00000 12500.00| SPECIAL APPROACH END TERMINAL | | | 0105 607-35 500.000 EA | 170.00000 85000.00| 180.00000 90000.00| GUARDRAIL ELEMENT | | | 0110 607-36 20.000 EA | 30.00000 600.00| 50.00000 1000.00| END SHOE FOR CUT TERMINALS AND BRIDGE | | | CONNECTIONS | | | 0115 607-37 40.000 EA | 30.00000 1200.00| 50.00000 2000.00| BUFFER END SECTION | | | 0120 607-38 100.000 EA | 6.00000 600.00| 10.00000 1000.00| STEEL GUARDRAIL BLOCK | | | 0125 607-39 250.000 EA | 2.50000 625.00| 5.00000 1250.00| TREATED WOOD BLOCK (6"X6"X14") | | | 0130 607-40 50.000 EA | 3.25000 162.50| 8.00000 400.00| TREATED WOOD BLOCK (8"X6"X14") | | | 0135 607-41 25.000 EA | 170.00000 4250.00| 225.00000 5625.00| CURVED RAIL ELEMENT (13'-6.5") | | | 0140 607-42 250.000 EA | 30.00000 7500.00| 40.00000 10000.00| STEEL POSTS (6') | | | 0145 607-43 50.000 EA | 35.00000 1750.00| 50.00000 2500.00| STEEL POSTS (8') | | | 0150 607-44 150.000 EA | 20.00000 3000.00| 50.00000 7500.00| TREATED WOOD POST (6"X8"X6') | | | 0155 607-45 15.000 EA | 50.00000 750.00| 75.00000 1125.00| TREATED WOOD POST (5.5"X7.5"X3'-8") | | | 0160 607-46 50.000 EA | 15.00000 750.00| 40.00000 2000.00| TREATED WOOD POST, 7"ROUND X 6' | | | 0165 607-47 25.000 EA | 20.00000 500.00| 10.00000 250.00| TREATED WOOD POST, 10"X10"X6' | | | 0170 607-48 10.000 EA | 75.00000 750.00| 75.00000 750.00| STRUCTURE MOUNTED POST, ANCHORED | | | 0175 607-49 5.000 EA | 40.00000 200.00| 60.00000 300.00| STEEL POSTS (10') | | | 0180 607-51 200.000 EA | 20.00000 4000.00| 10.00000 2000.00| REMOVE & RESET GUARDRAIL POST | | | 0185 607-52 4.000 EA | 120.00000 480.00| 200.00000 800.00| MELT BUFFERED END ASSEMBLY | | | SECTION TOTALS | $ 432,822.50| $ 514,300.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 432,822.50| $ 514,300.00| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 9814585 COUNTIES : BERKELEY GRANT LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 05 HAMPSHIRE OTHERS CONTRACT DESCRIPTION : DISTRICT WIDE PROJECT(S) : R085-0REM/GR-099.00 00 LOCATION: VARIOUS 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 25-1000923 PENN LINE SERVICE, INC. $ 306,175.00 100.0000% 2 25-1271209 GREEN ACRES CONTRACTING COMPANY, INC. $ 324,827.00 106.0919% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9814585 COUNTIES : BERKELEY GRANT LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 05 HAMPSHIRE OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 25-1000923 |(2) 25-1271209 | |PENN LINE SERVICE, INC. |GREEN ACRES CONTRACTING COMP| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GUARDRAIL | | | 0005 204-02 1000.000 MI | 1.00000 1000.00| 0.01000 10.00| MOBILIZATION PER COUNTY | | | 0010 204-03 6.000 EA | 500.00000 3000.00| 2000.00000 12000.00| MOBILIZATION PER JOB ORDER | | | 0015 607-01(I) 6500.000 LF | 14.00000 91000.00| 14.55000 94575.00| TYPE 1 GUARDRAIL | | | 0020 607-01(I)B 250.000 LF | 36.50000 9125.00| 35.00000 8750.00| TYPE 1 GUARDRAIL AT BRIDGE | | | 0025 607-01(II) 1000.000 LF | 7.30000 7300.00| 7.25000 7250.00| TYPE 1 GUARDRAIL | | | 0030 607-03 2000.000 LF | 3.00000 6000.00| 6.90000 13800.00| TYPE 3 GUARDRAIL | | | 0035 607-05(I) 250.000 LF | 15.00000 3750.00| 13.72000 3430.00| TYPE 5 GUARDRAIL | | | 0040 607-09-1 500.000 LF | 4.00000 2000.00| 4.50000 2250.00| TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0045 607-10-1 1000.000 LF | 1.00000 1000.00| 1.00000 1000.00| TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0050 607-12 2500.000 LF | 13.00000 32500.00| 12.70000 31750.00| TYPE I GUARDRAIL W/O BLOCKS AND 8 FT. | | | POSTS | | | 0055 607-12A 2100.000 LF | 17.00000 35700.00| 16.17000 33957.00| TYPE I GUARDRAIL W BLOCKS AND 8 FT. | | | POSTS | | | 0060 607-25(A)1 10.000 EA | 400.00000 4000.00| 250.00000 2500.00| MODIFIED CUT SLOPE TERMINAL, TYPE A | | | 0065 607-25(B) 10.000 EA | 275.00000 2750.00| 300.00000 3000.00| CUT SLOPE TERMINAL, TYPE B | | | 0070 607-28 10.000 EA | 900.00000 9000.00| 700.00000 7000.00| MODIFIED ECCENTRIC LOADER TERMINAL | | | 0075 607-29 20.000 EA | 10.00000 200.00| 175.00000 3500.00| BREAKAWAY CABLE TERMINAL | | | 0080 607-30 5.000 EA | 350.00000 1750.00| 350.00000 1750.00| SPECIAL TRAILING END TERMINAL | | | 0085 607-31 10.000 EA | 2000.00000 20000.00| 1600.00000 16000.00| SPECIAL APPROACH END TERMINAL | | | 0090 607-35 100.000 EA | 180.00000 18000.00| 170.00000 17000.00| GUARDRAIL ELEMENT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 007 -3 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9814585 COUNTIES : BERKELEY GRANT LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 05 HAMPSHIRE OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 25-1000923 |(2) 25-1271209 | |PENN LINE SERVICE, INC. |GREEN ACRES CONTRACTING COMP| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 607-36 10.000 EA | 50.00000 500.00| 50.00000 500.00| END SHOE FOR CUT TERMINALS AND BRIDGE | | | CONNECTIONS | | | 0100 607-37 20.000 EA | 50.00000 1000.00| 45.00000 900.00| BUFFER END SECTION | | | 0105 607-38 100.000 EA | 1.00000 100.00| 4.80000 480.00| STEEL GUARDRAIL BLOCK | | | 0110 607-39 100.000 EA | 8.00000 800.00| 7.00000 700.00| TREATED WOOD BLOCK (6"X6"X14") | | | 0115 607-40 100.000 EA | 8.50000 850.00| 11.00000 1100.00| TREATED WOOD BLOCK (8"X6"X14") | | | 0120 607-41 15.000 EA | 200.00000 3000.00| 150.00000 2250.00| CURVED RAIL ELEMENT (13'-6.5") | | | 0125 607-42 100.000 EA | 50.00000 5000.00| 60.00000 6000.00| STEEL POSTS (6') | | | 0130 607-43 200.000 EA | 60.00000 12000.00| 80.00000 16000.00| STEEL POSTS (8') | | | 0135 607-44 100.000 EA | 60.00000 6000.00| 35.00000 3500.00| TREATED WOOD POST (6"X8"X6') | | | 0140 607-45 5.000 EA | 100.00000 500.00| 100.00000 500.00| TREATED WOOD POST (5.5"X7.5"X3'-8") | | | 0145 607-46 100.000 EA | 30.00000 3000.00| 25.00000 2500.00| TREATED WOOD POST, 7"ROUND X 6' | | | 0150 607-47 35.000 EA | 10.00000 350.00| 25.00000 875.00| TREATED WOOD POST, 10"X10"X6' | | | 0155 636-27 500.000 SI | 50.00000 25000.00| 60.00000 30000.00| TRAFFIC CONTROL | | | SECTION TOTALS | $ 306,175.00| $ 324,827.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 306,175.00| $ 324,827.00| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 008 -1 VENDOR RANKING CALL ORDER : 008 CONTRACT ID : 9815982 COUNTIES : MARSHALL BROOKE LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 06 HANCOCK OTHERS CONTRACT DESCRIPTION : DISTRICT WIDE PROJECT(S) : R086-0REM/GR-099.00 00 LOCATION: VARIOUS 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 25-1271209 GREEN ACRES CONTRACTING COMPANY, INC. $ 313,536.00 100.0000% 2 25-1000923 PENN LINE SERVICE, INC. $ 372,470.00 118.7965% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 008 -2 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 9815982 COUNTIES : MARSHALL BROOKE LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 06 HANCOCK OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 25-1271209 |(2) 25-1000923 | |GREEN ACRES CONTRACTING COMP|PENN LINE SERVICE, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GUARDRAIL | | | 0005 204-02 2500.000 MI | 0.01000 25.00| 1.00000 2500.00| MOBILIZATION PER COUNTY | | | 0010 204-03 6.000 EA | 1500.00000 9000.00| 800.00000 4800.00| MOBILIZATION PER JOB ORDER | | | 0015 204-04 5.000 EA | 2000.00000 10000.00| 1200.00000 6000.00| EMERGENCY MOBILIZATION | | | 0020 607-01(I) 8500.000 LF | 10.00000 85000.00| 11.50000 97750.00| TYPE 1 GUARDRAIL | | | 0025 607-01(II) 3550.000 LF | 7.50000 26625.00| 7.50000 26625.00| TYPE 1 GUARDRAIL | | | 0030 607-01(III) 2150.000 LF | 7.00000 15050.00| 7.40000 15910.00| TYPE 1 GUARDRAIL | | | 0035 607-05(I) 350.000 LF | 10.50000 3675.00| 13.00000 4550.00| TYPE 5 GUARDRAIL | | | 0040 607-09-1 700.000 LF | 3.00000 2100.00| 4.00000 2800.00| TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0045 607-10-1 2800.000 LF | 1.00000 2800.00| 1.00000 2800.00| TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0050 607-25(A) 15.000 EA | 150.00000 2250.00| 200.00000 3000.00| CUT SLOPE TERMINAL, TYPE A | | | 0055 607-25(B) 15.000 EA | 300.00000 4500.00| 225.00000 3375.00| CUT SLOPE TERMINAL, TYPE B | | | 0060 607-28 25.000 EA | 700.00000 17500.00| 750.00000 18750.00| MODIFIED ECCENTRIC LOADER TERMINAL | | | 0065 607-28(I) 25.000 EA | 75.00000 1875.00| 150.00000 3750.00| MELT BUFFERED END SECTION | | | 0070 607-28(II) 25.000 EA | 10.00000 250.00| 25.00000 625.00| MELT DIAPHRAGM PLATE | | | 0075 607-28(III) 25.000 EA | 10.00000 250.00| 30.00000 750.00| MELT STRUT AND YOKE ASSEMBLY | | | 0080 607-28(IV) 25.000 EA | 75.00000 1875.00| 50.00000 1250.00| MELT SHORT BREAKAWAY POST | | | 0085 607-28(V) 25.000 EA | 25.00000 625.00| 50.00000 1250.00| MELT WOODEN BREAKAWAY LINE POST | | | 0090 607-30 7.000 EA | 225.00000 1575.00| 250.00000 1750.00| SPECIAL TRAILING END TERMINAL | | | 0095 607-31 20.000 EA | 1500.00000 30000.00| 2000.00000 40000.00| SPECIAL APPROACH END TERMINAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 008 -3 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 9815982 COUNTIES : MARSHALL BROOKE LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 06 HANCOCK OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 25-1271209 |(2) 25-1000923 | |GREEN ACRES CONTRACTING COMP|PENN LINE SERVICE, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 607-31(A) 20.000 EA | 100.00000 2000.00| 300.00000 6000.00| 25FT RAIL ELEMENT | | | 0105 607-31(B) 20.000 EA | 150.00000 3000.00| 300.00000 6000.00| 25FT APPROACH RAIL ELEMENT | | | 0110 607-31(C) 20.000 EA | 10.00000 200.00| 20.00000 400.00| NOSE COVER | | | 0115 607-31(D) 20.000 EA | 20.00000 400.00| 100.00000 2000.00| STRUT (2000) | | | 0120 607-35 355.000 EA | 50.00000 17750.00| 125.00000 44375.00| GUARDRAIL ELEMENT | | | 0125 607-36 17.000 EA | 25.00000 425.00| 30.00000 510.00| END SHOE FOR CUT TERMINALS AND BRIDGE | | | CONNECTIONS | | | 0130 607-37 57.000 EA | 25.00000 1425.00| 40.00000 2280.00| BUFFER END SECTION | | | 0135 607-38 178.000 EA | 4.00000 712.00| 5.00000 890.00| STEEL GUARDRAIL BLOCK | | | 0140 607-39 178.000 EA | 2.50000 445.00| 5.00000 890.00| TREATED WOOD BLOCK (6"X6"X14") | | | 0145 607-40 178.000 EA | 3.00000 534.00| 5.00000 890.00| TREATED WOOD BLOCK (8"X6"X14") | | | 0150 607-41 21.000 EA | 90.00000 1890.00| 135.00000 2835.00| CURVED RAIL ELEMENT (13'-6.5") | | | 0155 607-42 213.000 EA | 30.00000 6390.00| 30.00000 6390.00| STEEL POSTS (6') | | | 0160 607-43 71.000 EA | 35.00000 2485.00| 35.00000 2485.00| STEEL POSTS (8') | | | 0165 607-44 213.000 EA | 25.00000 5325.00| 35.00000 7455.00| TREATED WOOD POST (6"X8"X6') | | | 0170 607-45 7.000 EA | 75.00000 525.00| 60.00000 420.00| TREATED WOOD POST (5.5"X7.5"X3'-8") | | | 0175 607-46 213.000 EA | 20.00000 4260.00| 30.00000 6390.00| TREATED WOOD POST, 7"ROUND X 6' | | | 0180 607-47 50.000 EA | 10.00000 500.00| 10.00000 500.00| TREATED WOOD POST, 10"X10"X6' | | | 0185 607-48 50.000 EA | 50.00000 2500.00| 75.00000 3750.00| STRUCTURE MOUNTED POST, ANCHORED | | | 0190 607-49 50.000 EA | 40.00000 2000.00| 50.00000 2500.00| STEEL POSTS (10') | | | 0195 636-27 213.000 SI | 215.00000 45795.00| 175.00000 37275.00| TRAFFIC CONTROL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 008 -4 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 9815982 COUNTIES : MARSHALL BROOKE LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 06 HANCOCK OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 25-1271209 |(2) 25-1000923 | |GREEN ACRES CONTRACTING COMP|PENN LINE SERVICE, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 313,536.00| $ 372,470.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 313,536.00| $ 372,470.00| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 009 -1 VENDOR RANKING CALL ORDER : 009 CONTRACT ID : 9814589 COUNTIES : GREENBRIER FAYETTE LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 09 MONROE OTHERS CONTRACT DESCRIPTION : DISTRICT WIDE PROJECT(S) : R089-0REM/GR-099.00 00 LOCATION: VARIOUS & (RALEIGH & BRAXTON US 19 APD) 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 25-1271209 GREEN ACRES CONTRACTING COMPANY, INC. $ 679,363.96 100.0000% 2 25-1000923 PENN LINE SERVICE, INC. $ 799,806.00 117.7286% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 009 -2 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9814589 COUNTIES : GREENBRIER FAYETTE LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 09 MONROE OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 25-1271209 |(2) 25-1000923 | |GREEN ACRES CONTRACTING COMP|PENN LINE SERVICE, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GUARDRAIL | | | 0005 204-02 5146.000 MI | 0.01000 51.46| 1.00000 5146.00| MOBILIZATION PER COUNTY | | | 0010 204-03 20.000 EA | 1000.00000 20000.00| 300.00000 6000.00| MOBILIZATION PER JOB ORDER | | | 0015 204-04 10.000 EA | 1500.00000 15000.00| 700.00000 7000.00| EMERGENCY MOBILIZATION | | | 0020 607-01(I) 20000.000 LF | 13.50000 270000.00| 14.80000 296000.00| TYPE 1 GUARDRAIL | | | 0025 607-01(I)B 375.000 LF | 30.50000 11437.50| 150.00000 56250.00| TYPE 1 GUARDRAIL AT BRIDGE | | | 0030 607-01(II) 5000.000 LF | 9.00000 45000.00| 10.00000 50000.00| TYPE 1 GUARDRAIL | | | 0035 607-01(III) 2500.000 LF | 7.75000 19375.00| 9.50000 23750.00| TYPE 1 GUARDRAIL | | | 0040 607-09-1 3000.000 LF | 3.50000 10500.00| 4.25000 12750.00| TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0045 607-09-3 1000.000 LF | 3.05000 3050.00| 1.00000 1000.00| TYPE 3 GUARDRAIL REMOVED AND RESET | | | 0050 607-09-4 200.000 LF | 3.05000 610.00| 1.00000 200.00| TYPE 4 GUARDRAIL REMOVED AND RESET | | | 0055 607-10-1 3500.000 LF | 1.50000 5250.00| 1.00000 3500.00| TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0060 607-10-1(A) 1000.000 LF | 1.50000 1500.00| 1.50000 1500.00| GUARDRAIL REMOVAL | | | 0065 607-10-1(B) 1000.000 LF | 1.10000 1100.00| 1.00000 1000.00| GUARDRAIL POST REMOVAL | | | 0070 607-10-3 3000.000 LF | 1.50000 4500.00| 1.00000 3000.00| TYPE 3 GUARDRAIL REMOVED AND STORED | | | 0075 607-10-4 200.000 LF | 1.50000 300.00| 1.00000 200.00| TYPE 4 GUARDRAIL REMOVED AND STORED | | | 0080 607-10-5 200.000 LF | 2.00000 400.00| 1.00000 200.00| TYPE 5 GUARDRAIL REMOVE/STORE | | | 0085 607-11(I) 500.000 LF | 6.10000 3050.00| 5.50000 2750.00| RESET TYPE I GUARDRAIL | | | 0090 607-11(II) 200.000 LF | 5.50000 1100.00| 5.40000 1080.00| RESET TYPE I GUARDRAIL | | | 0095 607-11(III) 50.000 LF | 5.20000 260.00| 5.30000 265.00| RESET TYPE I GUARDRAIL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 009 -3 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9814589 COUNTIES : GREENBRIER FAYETTE LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 09 MONROE OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 25-1271209 |(2) 25-1000923 | |GREEN ACRES CONTRACTING COMP|PENN LINE SERVICE, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 607-25(A) 50.000 EA | 150.00000 7500.00| 200.00000 10000.00| CUT SLOPE TERMINAL, TYPE A | | | 0105 607-25(B) 20.000 EA | 250.00000 5000.00| 225.00000 4500.00| CUT SLOPE TERMINAL, TYPE B | | | 0110 607-27 4.000 EA | 550.00000 2200.00| 650.00000 2600.00| BULLNOSE ATTENUATOR | | | 0115 607-28 100.000 EA | 500.00000 50000.00| 550.00000 55000.00| MODIFIED ECCENTRIC LOADER TERMINAL | | | 0120 607-28(I) 10.000 EA | 100.00000 1000.00| 150.00000 1500.00| MELT BUFFERED END SECTION | | | 0125 607-28(II) 10.000 EA | 25.00000 250.00| 25.00000 250.00| MELT DIAPHRAGM PLATE | | | 0130 607-28(III) 10.000 EA | 25.00000 250.00| 30.00000 300.00| MELT STRUT AND YOKE ASSEMBLY | | | 0135 607-28(IV) 10.000 EA | 80.00000 800.00| 100.00000 1000.00| MELT SHORT BREAKAWAY POST | | | 0140 607-28(V) 15.000 EA | 50.00000 750.00| 50.00000 750.00| MELT WOODEN BREAKAWAY LINE POST | | | 0145 607-29 20.000 EA | 50.00000 1000.00| 1.00000 20.00| BREAKAWAY CABLE TERMINAL | | | 0150 607-29-1 10.000 EA | 50.00000 500.00| 10.00000 100.00| BREAKAWAY CABLE TERMINAL, REMOVED AND | | | RESET | | | 0155 607-30 25.000 EA | 200.00000 5000.00| 250.00000 6250.00| SPECIAL TRAILING END TERMINAL | | | 0160 607-30-1 5.000 EA | 100.00000 500.00| 50.00000 250.00| SPECIAL TRAILING END TERMINAL, REMOVED | | | AND RESET | | | 0165 607-31 5.000 EA | 1500.00000 7500.00| 2300.00000 11500.00| SPECIAL APPROACH END TERMINAL | | | 0170 607-31(A) 6.000 EA | 300.00000 1800.00| 300.00000 1800.00| 25FT RAIL ELEMENT | | | 0175 607-31(B) 6.000 EA | 200.00000 1200.00| 200.00000 1200.00| 25FT APPROACH RAIL ELEMENT | | | 0180 607-31(C) 6.000 EA | 25.00000 150.00| 20.00000 120.00| NOSE COVER | | | 0185 607-31(D) 6.000 EA | 30.00000 180.00| 50.00000 300.00| STRUT (2000) | | | 0190 607-35 420.000 EA | 175.00000 73500.00| 185.00000 77700.00| GUARDRAIL ELEMENT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 009 -4 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9814589 COUNTIES : GREENBRIER FAYETTE LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 09 MONROE OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 25-1271209 |(2) 25-1000923 | |GREEN ACRES CONTRACTING COMP|PENN LINE SERVICE, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0195 607-36 25.000 EA | 25.00000 625.00| 30.00000 750.00| END SHOE FOR CUT TERMINALS AND BRIDGE | | | CONNECTIONS | | | 0200 607-37 50.000 EA | 25.00000 1250.00| 40.00000 2000.00| BUFFER END SECTION | | | 0205 607-38 100.000 EA | 7.50000 750.00| 5.00000 500.00| STEEL GUARDRAIL BLOCK | | | 0210 607-39 500.000 EA | 5.00000 2500.00| 8.00000 4000.00| TREATED WOOD BLOCK (6"X6"X14") | | | 0215 607-40 300.000 EA | 4.00000 1200.00| 8.00000 2400.00| TREATED WOOD BLOCK (8"X6"X14") | | | 0220 607-41 50.000 EA | 175.00000 8750.00| 195.00000 9750.00| CURVED RAIL ELEMENT (13'-6.5") | | | 0225 607-42 300.000 EA | 35.00000 10500.00| 50.00000 15000.00| STEEL POSTS (6') | | | 0230 607-43 75.000 EA | 40.00000 3000.00| 55.00000 4125.00| STEEL POSTS (8') | | | 0235 607-44 200.000 EA | 25.00000 5000.00| 75.00000 15000.00| TREATED WOOD POST (6"X8"X6') | | | 0240 607-45 10.000 EA | 80.00000 800.00| 100.00000 1000.00| TREATED WOOD POST (5.5"X7.5"X3'-8") | | | 0245 607-46 600.000 EA | 20.00000 12000.00| 40.00000 24000.00| TREATED WOOD POST, 7"ROUND X 6' | | | 0250 607-47 125.000 EA | 20.00000 2500.00| 5.00000 625.00| TREATED WOOD POST, 10"X10"X6' | | | 0255 607-48 75.000 EA | 50.00000 3750.00| 75.00000 5625.00| STRUCTURE MOUNTED POST, ANCHORED | | | 0260 607-48(I) 75.000 EA | 50.00000 3750.00| 50.00000 3750.00| BRIDGE POST SIDE MOUNTED WITH HARDWARE. | | | 0265 607-49 50.000 EA | 45.00000 2250.00| 60.00000 3000.00| STEEL POSTS (10') | | | 0270 607-50 20.000 EA | 50.00000 1000.00| 25.00000 500.00| STEEL TUBE SLEEVE (8"X6"X5') | | | 0275 607-51 40.000 EA | 10.00000 400.00| 10.00000 400.00| REMOVE & RESET GUARDRAIL POST | | | 0280 607-58 10.000 EA | 200.00000 2000.00| 150.00000 1500.00| RUBRAIL (BOTTOM W-GALV. ST. DEEP BEAM | | | 13'-6.5") | | | 0285 607-59 LUMP| 25.00000 25.00| 50.00000 50.00| TREATED WOOD BLOCKS PER RUBRAIL INST GR7| | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 009 -5 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9814589 COUNTIES : GREENBRIER FAYETTE LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 09 MONROE OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 25-1271209 |(2) 25-1000923 | |GREEN ACRES CONTRACTING COMP|PENN LINE SERVICE, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 608-01(5F) 2300.000 LF | 8.00000 18400.00| 12.00000 27600.00| RIGHT-OF-WAY FENCE, CHAIN LINK TYPE | | | 0295 608-02(3F11I) 4900.000 LF | 4.00000 19600.00| 5.00000 24500.00| RIGHT-OF-WAY FENCE, FARM FIELD TYPE | | | 0300 608-04(4F) 10.000 EA | 225.00000 2250.00| 200.00000 2000.00| PEDESTRIAN GATE CHAIN LINK | | | 0305 608-05(10F) 5.000 EA | 450.00000 2250.00| 400.00000 2000.00| VEHICULAR GATE, CHAIN LINK | | | 0310 608-06(4F) 10.000 EA | 125.00000 1250.00| 100.00000 1000.00| PEDESTRIAN GATE FARM FIELD | | | 0315 608-07(10F) 10.000 EA | 200.00000 2000.00| 200.00000 2000.00| VEHICULAR GATE, FARM FIELD | | | SECTION TOTALS | $ 679,363.96| $ 799,806.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 679,363.96| $ 799,806.00| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 010 -1 VENDOR RANKING CALL ORDER : 010 CONTRACT ID : 9815981 COUNTIES : MERCER MCDOWELL LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 10 RALEIGH OTHERS CONTRACT DESCRIPTION : GUARDRAIL WIDE PROJECT(S) : R090-0REM/GR-099.00 00 LOCATION: VARIOUS & (SUMMERS & GREENBRIER I-64 ONLY) 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 25-1271209 GREEN ACRES CONTRACTING COMPANY, INC. $ 1,087,859.50 100.0000% 2 25-1000923 PENN LINE SERVICE, INC. $ 1,247,350.00 114.6609% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 010 -2 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9815981 COUNTIES : MERCER MCDOWELL LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 10 RALEIGH OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 25-1271209 |(2) 25-1000923 | |GREEN ACRES CONTRACTING COMP|PENN LINE SERVICE, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GUARDRAIL AND FENCE REPLACEMENT | | | 0005 204-02 1250.000 MI | 0.01000 12.50| 1.00000 1250.00| MOBILIZATION PER COUNTY | | | 0010 204-03 12.000 EA | 1.00000 12.00| 100.00000 1200.00| MOBILIZATION PER JOB ORDER | | | 0015 204-04 15.000 EA | 1500.00000 22500.00| 500.00000 7500.00| EMERGENCY MOBILIZATION | | | 0020 607-01(I) 23000.000 LF | 9.50000 218500.00| 11.00000 253000.00| TYPE 1 GUARDRAIL | | | 0025 607-01(II) 26500.000 LF | 7.50000 198750.00| 8.00000 212000.00| TYPE 1 GUARDRAIL | | | 0030 607-01(III) 26500.000 LF | 6.50000 172250.00| 7.00000 185500.00| TYPE 1 GUARDRAIL | | | 0035 607-05(I) 300.000 LF | 10.00000 3000.00| 12.00000 3600.00| TYPE 5 GUARDRAIL | | | 0040 607-09-1 8000.000 LF | 3.50000 28000.00| 4.00000 32000.00| TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0045 607-10-1 6500.000 LF | 1.05000 6825.00| 1.00000 6500.00| TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0050 607-11(I) 3000.000 LF | 3.00000 9000.00| 3.50000 10500.00| RESET TYPE I GUARDRAIL | | | 0055 607-11(II) 3000.000 LF | 2.00000 6000.00| 3.40000 10200.00| RESET TYPE I GUARDRAIL | | | 0060 607-11(III) 13000.000 LF | 1.89000 24570.00| 3.30000 42900.00| RESET TYPE I GUARDRAIL | | | 0065 607-25(A) 10.000 EA | 200.00000 2000.00| 250.00000 2500.00| CUT SLOPE TERMINAL, TYPE A | | | 0070 607-25(B) 10.000 EA | 300.00000 3000.00| 300.00000 3000.00| CUT SLOPE TERMINAL, TYPE B | | | 0075 607-28 20.000 EA | 650.00000 13000.00| 800.00000 16000.00| MODIFIED ECCENTRIC LOADER TERMINAL | | | 0080 607-28(I) 5.000 EA | 75.00000 375.00| 150.00000 750.00| MELT BUFFERED END SECTION | | | 0085 607-28(II) 10.000 EA | 12.50000 125.00| 25.00000 250.00| MELT DIAPHRAGM PLATE | | | 0090 607-28(III) 5.000 EA | 10.00000 50.00| 50.00000 250.00| MELT STRUT AND YOKE ASSEMBLY | | | 0095 607-28(IV) 25.000 EA | 75.00000 1875.00| 70.00000 1750.00| MELT SHORT BREAKAWAY POST | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 010 -3 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9815981 COUNTIES : MERCER MCDOWELL LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 10 RALEIGH OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 25-1271209 |(2) 25-1000923 | |GREEN ACRES CONTRACTING COMP|PENN LINE SERVICE, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 607-28(V) 25.000 EA | 25.00000 625.00| 60.00000 1500.00| MELT WOODEN BREAKAWAY LINE POST | | | 0105 607-29 20.000 EA | 25.00000 500.00| 50.00000 1000.00| BREAKAWAY CABLE TERMINAL | | | 0110 607-30 10.000 EA | 200.00000 2000.00| 275.00000 2750.00| SPECIAL TRAILING END TERMINAL | | | 0115 607-31 3.000 EA | 1750.00000 5250.00| 2300.00000 6900.00| SPECIAL APPROACH END TERMINAL | | | 0120 607-35 500.000 EA | 150.00000 75000.00| 175.00000 87500.00| GUARDRAIL ELEMENT | | | 0125 607-36 20.000 EA | 25.00000 500.00| 30.00000 600.00| END SHOE FOR CUT TERMINALS AND BRIDGE | | | CONNECTIONS | | | 0130 607-37 60.000 EA | 25.00000 1500.00| 45.00000 2700.00| BUFFER END SECTION | | | 0135 607-38 50.000 EA | 5.00000 250.00| 5.00000 250.00| STEEL GUARDRAIL BLOCK | | | 0140 607-39 300.000 EA | 3.00000 900.00| 4.00000 1200.00| TREATED WOOD BLOCK (6"X6"X14") | | | 0145 607-40 20.000 EA | 3.50000 70.00| 5.00000 100.00| TREATED WOOD BLOCK (8"X6"X14") | | | 0150 607-41 100.000 EA | 150.00000 15000.00| 150.00000 15000.00| CURVED RAIL ELEMENT (13'-6.5") | | | 0155 607-42 500.000 EA | 40.00000 20000.00| 50.00000 25000.00| STEEL POSTS (6') | | | 0160 607-43 300.000 EA | 45.00000 13500.00| 56.00000 16800.00| STEEL POSTS (8') | | | 0165 607-44 25.000 EA | 25.00000 625.00| 40.00000 1000.00| TREATED WOOD POST (6"X8"X6') | | | 0170 607-45 25.000 EA | 75.00000 1875.00| 70.00000 1750.00| TREATED WOOD POST (5.5"X7.5"X3'-8") | | | 0175 607-46 100.000 EA | 20.00000 2000.00| 30.00000 3000.00| TREATED WOOD POST, 7"ROUND X 6' | | | 0180 607-47 25.000 EA | 5.00000 125.00| 10.00000 250.00| TREATED WOOD POST, 10"X10"X6' | | | 0185 607-48 75.000 EA | 45.00000 3375.00| 45.00000 3375.00| STRUCTURE MOUNTED POST, ANCHORED | | | 0190 607-48(I) 20.000 EA | 40.00000 800.00| 35.00000 700.00| BRIDGE POST SIDE MOUNTED WITH HARDWARE. | | | 0195 607-51 200.000 EA | 25.00000 5000.00| 10.00000 2000.00| REMOVE & RESET GUARDRAIL POST | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 010 -4 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9815981 COUNTIES : MERCER MCDOWELL LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 10 RALEIGH OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 25-1271209 |(2) 25-1000923 | |GREEN ACRES CONTRACTING COMP|PENN LINE SERVICE, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 608-01(4F) 1600.000 LF | 6.70000 10720.00| 8.50000 13600.00| RIGHT-OF-WAY FENCE, CHAIN LINK TYPE | | | 0205 608-01(5F) 1600.000 LF | 8.00000 12800.00| 12.00000 19200.00| RIGHT-OF-WAY FENCE, CHAIN LINK TYPE | | | 0210 608-01(6F) 1600.000 LF | 8.50000 13600.00| 14.00000 22400.00| RIGHT-OF-WAY FENCE, CHAIN LINK TYPE | | | 0215 608-02(3F11I) 10000.000 LF | 3.75000 37500.00| 5.00000 50000.00| RIGHT-OF-WAY FENCE, FARM FIELD TYPE | | | 0220 636-27 500.000 SI | 300.00000 150000.00| 350.00000 175000.00| TRAFFIC CONTROL | | | 0225 636-28 25.000 DA | 180.00000 4500.00| 125.00000 3125.00| SHADOW VEHICLE | | | SECTION TOTALS | $ 1,087,859.50| $ 1,247,350.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,087,859.50| $ 1,247,350.00| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 011 -1 VENDOR RANKING CALL ORDER : 011 CONTRACT ID : 9812881 COUNTIES : BARBOUR BRAXTON LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 07 GILMER OTHERS CONTRACT DESCRIPTION : DISTRICT WIDE PROJECT(S) : R087-0REM/GR-099.00 00 LOCATION: VARIOUS 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 25-1271209 GREEN ACRES CONTRACTING COMPANY, INC. $ 131,045.00 100.0000% 2 25-1000923 PENN LINE SERVICE, INC. $ 135,380.00 103.3080% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 011 -2 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 9812881 COUNTIES : BARBOUR BRAXTON LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 07 GILMER OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 25-1271209 |(2) 25-1000923 | |GREEN ACRES CONTRACTING COMP|PENN LINE SERVICE, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REMOVAL, REPAIR, AND/OR REPLACEMENT OF GUARDRAIL | | | 0005 204-02 1000.000 MI | 0.01000 10.00| 1.00000 1000.00| MOBILIZATION PER COUNTY | | | 0010 204-03 20.000 EA | 1.00000 20.00| 1.00000 20.00| MOBILIZATION PER JOB ORDER | | | 0015 204-04 10.000 EA | 100.00000 1000.00| 100.00000 1000.00| EMERGENCY MOBILIZATION | | | 0020 607-01(I) 2500.000 LF | 11.00000 27500.00| 10.00000 25000.00| TYPE 1 GUARDRAIL | | | 0025 607-01(II) 1000.000 LF | 9.15000 9150.00| 9.00000 9000.00| TYPE 1 GUARDRAIL | | | 0030 607-01(III) 1000.000 LF | 9.00000 9000.00| 8.50000 8500.00| TYPE 1 GUARDRAIL | | | 0035 607-05(I) 200.000 LF | 10.60000 2120.00| 12.00000 2400.00| TYPE 5 GUARDRAIL | | | 0040 607-09-1 500.000 LF | 3.25000 1625.00| 3.00000 1500.00| TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0045 607-10-1(A) 500.000 LF | 1.00000 500.00| 1.00000 500.00| GUARDRAIL REMOVAL | | | 0050 607-25(A) 6.000 EA | 100.00000 600.00| 100.00000 600.00| CUT SLOPE TERMINAL, TYPE A | | | 0055 607-25(A)1 6.000 EA | 150.00000 900.00| 150.00000 900.00| MODIFIED CUT SLOPE TERMINAL, TYPE A | | | 0060 607-25(B) 6.000 EA | 135.00000 810.00| 150.00000 900.00| CUT SLOPE TERMINAL, TYPE B | | | 0065 607-25(B)-1 6.000 EA | 185.00000 1110.00| 185.00000 1110.00| MOD. CUT SLOPE TERMINAL TYPE B | | | 0070 607-27 1.000 EA | 500.00000 500.00| 650.00000 650.00| BULLNOSE ATTENUATOR | | | 0075 607-28 15.000 EA | 425.00000 6375.00| 450.00000 6750.00| MODIFIED ECCENTRIC LOADER TERMINAL | | | 0080 607-28(I) 10.000 EA | 50.00000 500.00| 150.00000 1500.00| MELT BUFFERED END SECTION | | | 0085 607-28(II) 20.000 EA | 12.50000 250.00| 15.00000 300.00| MELT DIAPHRAGM PLATE | | | 0090 607-28(III) 10.000 EA | 15.00000 150.00| 30.00000 300.00| MELT STRUT AND YOKE ASSEMBLY | | | 0095 607-28(IV) 20.000 EA | 50.00000 1000.00| 75.00000 1500.00| MELT SHORT BREAKAWAY POST | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 011 -3 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 9812881 COUNTIES : BARBOUR BRAXTON LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 07 GILMER OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 25-1271209 |(2) 25-1000923 | |GREEN ACRES CONTRACTING COMP|PENN LINE SERVICE, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 607-28(V) 40.000 EA | 35.00000 1400.00| 65.00000 2600.00| MELT WOODEN BREAKAWAY LINE POST | | | 0105 607-28-1 10.000 EA | 100.00000 1000.00| 100.00000 1000.00| M E L T REMOVE AND RESET | | | 0110 607-28-2 10.000 EA | 50.00000 500.00| 50.00000 500.00| M E L T REMOVE AND STORED | | | 0115 607-30 6.000 EA | 175.00000 1050.00| 225.00000 1350.00| SPECIAL TRAILING END TERMINAL | | | 0120 607-30-1 5.000 EA | 50.00000 250.00| 50.00000 250.00| SPECIAL TRAILING END TERMINAL, REMOVED | | | AND RESET | | | 0125 607-31 2.000 EA | 1750.00000 3500.00| 2000.00000 4000.00| SPECIAL APPROACH END TERMINAL | | | 0130 607-31(A) 10.000 EA | 50.00000 500.00| 200.00000 2000.00| 25FT RAIL ELEMENT | | | 0135 607-31(B) 10.000 EA | 150.00000 1500.00| 200.00000 2000.00| 25FT APPROACH RAIL ELEMENT | | | 0140 607-31(C) 5.000 EA | 10.00000 50.00| 15.00000 75.00| NOSE COVER | | | 0145 607-31(D) 5.000 EA | 10.00000 50.00| 100.00000 500.00| STRUT (2000) | | | 0150 607-32 2.000 EA | 3000.00000 6000.00| 2900.00000 5800.00| SPECIAL APPROACH MEDIAN END TERMINAL | | | 0155 607-35 100.000 EA | 100.00000 10000.00| 100.00000 10000.00| GUARDRAIL ELEMENT | | | 0160 607-36 20.000 EA | 25.00000 500.00| 30.00000 600.00| END SHOE FOR CUT TERMINALS AND BRIDGE | | | CONNECTIONS | | | 0165 607-37 30.000 EA | 22.50000 675.00| 35.00000 1050.00| BUFFER END SECTION | | | 0170 607-38 50.000 EA | 4.00000 200.00| 1.00000 50.00| STEEL GUARDRAIL BLOCK | | | 0175 607-39 125.000 EA | 4.00000 500.00| 4.00000 500.00| TREATED WOOD BLOCK (6"X6"X14") | | | 0180 607-40 100.000 EA | 4.50000 450.00| 4.50000 450.00| TREATED WOOD BLOCK (8"X6"X14") | | | 0185 607-41 25.000 EA | 100.00000 2500.00| 100.00000 2500.00| CURVED RAIL ELEMENT (13'-6.5") | | | 0190 607-42 100.000 EA | 30.00000 3000.00| 40.00000 4000.00| STEEL POSTS (6') | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 011 -4 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 9812881 COUNTIES : BARBOUR BRAXTON LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 07 GILMER OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 25-1271209 |(2) 25-1000923 | |GREEN ACRES CONTRACTING COMP|PENN LINE SERVICE, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0195 607-43 25.000 EA | 40.00000 1000.00| 50.00000 1250.00| STEEL POSTS (8') | | | 0200 607-44 25.000 EA | 40.00000 1000.00| 50.00000 1250.00| TREATED WOOD POST (6"X8"X6') | | | 0205 607-45 25.000 EA | 50.00000 1250.00| 65.00000 1625.00| TREATED WOOD POST (5.5"X7.5"X3'-8") | | | 0210 607-46 25.000 EA | 30.00000 750.00| 25.00000 625.00| TREATED WOOD POST, 7"ROUND X 6' | | | 0215 607-47 25.000 EA | 10.00000 250.00| 10.00000 250.00| TREATED WOOD POST, 10"X10"X6' | | | 0220 607-48 15.000 EA | 40.00000 600.00| 75.00000 1125.00| STRUCTURE MOUNTED POST, ANCHORED | | | 0225 607-49 15.000 EA | 50.00000 750.00| 60.00000 900.00| STEEL POSTS (10') | | | 0230 607-50 20.000 EA | 10.00000 200.00| 10.00000 200.00| STEEL TUBE SLEEVE (8"X6"X5') | | | 0235 607-51 100.000 EA | 10.00000 1000.00| 5.00000 500.00| REMOVE & RESET GUARDRAIL POST | | | 0240 636-27 100.000 SI | 275.00000 27500.00| 250.00000 25000.00| TRAFFIC CONTROL | | | SECTION TOTALS | $ 131,045.00| $ 135,380.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 131,045.00| $ 135,380.00| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 012 -1 VENDOR RANKING CALL ORDER : 012 CONTRACT ID : 9722513 COUNTIES : HARRISON LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : BENEDUM DRIVE TURNING LANE PROJECT(S) : U317-0131/00-000.01 00 LOCATION: BRIDGEPORT 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0592491 DODD GENERAL CONTRACTORS CORPORATION $ 45,682.15 100.0000% 2 55-0481221 MOUNTAINEER CONTRACTORS, INC. & SUBSIDIARY $ 56,410.00 123.4836% 3 34-0755286 OHIO VALLEY PAVING CORPORATION $ 60,949.95 133.4218% 4 55-0483580 HARMAN CONSTRUCTION, INC. AND SUBSIDIARY $ 63,151.05 138.2401% 5 55-0328627 J. F. ALLEN COMPANY $ 84,688.00 185.3853% 55-0748669 RICHARD CONSTRUCTION, INC., DBA GENERAL PAVING CO. IRREGULAR 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 012 -2 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 9722513 COUNTIES : HARRISON LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0592491 |(2) 55-0481221 |(3) 34-0755286 |DODD GENERAL CONTRACTORS COR|MOUNTAINEER CONTRACTORS, INC|OHIO VALLEY PAVING CORPORATI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRUNING LANE | | | 0005 204-01 LUMP| 1000.00000 1000.00| 8043.08000 8043.08| 12510.00000 12510.00 MOBILIZATION | | | 0010 207-01 150.000 CY | 20.86000 3129.00| 24.00000 3600.00| 48.69000 7303.50 UNCLASSIFIED EXCAVATION | | | 0015 207-34 500.000 SY | 0.75000 375.00| 1.50000 750.00| 2.00000 1000.00 FABRIC FOR SEPARATION | | | 0020 218-03 12.000 CY | 254.25000 3051.00| 180.00000 2160.00| 220.00000 2640.00 GABIONS | | | 0025 408-02 70.000 GA | 0.73000 51.10| 1.00000 70.00| 1.00000 70.00 BITUMINOUS MATERIAL | | | 0030 409-02 225.000 GA | 0.73000 164.25| 1.00000 225.00| 1.25000 281.25 BITUMINOUS MATERIAL | | | 0035 604-01(15)A2 130.000 LF | 45.30000 5889.00| 35.00000 4550.00| 45.48000 5912.40 METALLIC COATED CORRUGATED STEEL PIPE | | | 0040 604-01(48)A2 4.000 LF | 679.50000 2718.00| 275.00000 1100.00| 150.00000 600.00 METALLIC COATED CORRUGATED STEEL PIPE | | | 0045 604-09(15) 1.000 EA | 180.00000 180.00| 300.00000 300.00| 250.00000 250.00 END SECION FOR CORRUGATED STEEL PIPE | | | 0050 605-09 1.000 EA | 3200.00000 3200.00| 4500.00000 4500.00| 2900.00000 2900.00 TYPE G INLET | | | 0055 605-15 1.000 EA | 250.00000 250.00| 800.00000 800.00| 1000.00000 1000.00 ADJUST EXISTING MANHOLE | | | 0060 636-11 3312.000 UN | 0.50000 1656.00| 0.10000 331.20| 1.00000 3312.00 TRAFFIC CONTROL DEVICES | | | 0065 636-14 240.000 HR | 29.70000 7128.00| 30.00000 7200.00| 0.01000 2.40 FLAGGER | | | 0070 636-25(B) 72.000 DA | 2.00000 144.00| 0.01000 0.72| 2.00000 144.00 WARNING LIGHTS | | | 0075 639-01 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 2500.00000 2500.00 CONSTRUCTION LAYOUT STAKES | | | 0080 642-13 LUMP| 100.00000 100.00| 100.00000 100.00| 1000.00000 1000.00 TEMPORARY POLLUTION CONTROL | | | 0085 307-01SG AA1 200.000 TN | 24.22000 4844.00| 32.00000 6400.00| 34.36000 6872.00 CLASS 1 AGGREGATE BASE COURSE STONE OR | | | GRAVEL | | | 0090 307-01S AA2 180.000 TN | | | CLASS 1 AGGREGATE BASE COURSE SLAG | | | 0095 308-01SG BB1 40.000 TN | 29.50000 1180.00| 32.00000 1280.00| 40.00000 1600.00 CLASS 1 AGGREGATE, STONE OR GRAVEL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 012 -3 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 9722513 COUNTIES : HARRISON LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0592491 |(2) 55-0481221 |(3) 34-0755286 |DODD GENERAL CONTRACTORS COR|MOUNTAINEER CONTRACTORS, INC|OHIO VALLEY PAVING CORPORATI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 308-01S BB2 36.000 TN | | | CLASS 1 AGGREGATE, SLAG | | | 0105 401-1(2)SG CC1 100.000 TN | 53.46000 5346.00| 60.00000 6000.00| 54.14000 5414.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0110 401-1(2)S CC2 90.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0115 402-01(1)SG DD1 80.000 TN | 53.46000 4276.80| 100.00000 8000.00| 70.48000 5638.40 HMA SKID PVT, (W-1) ST OR GR | | | 0120 402-01(1)S DD2 72.000 TN | | | HMA SKID PVT, (W-1) SLAG | | | SECTION TOTALS | $ 45,682.15| $ 56,410.00| $ 60,949.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 45,682.15| $ 56,410.00| $ 60,949.95 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 012 -4 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 9722513 COUNTIES : HARRISON LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0483580 |(5) 55-0328627 | |HARMAN CONSTRUCTION, INC. & |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRUNING LANE | | | 0005 204-01 LUMP| 5250.00000 5250.00| 9595.00000 9595.00| MOBILIZATION | | | 0010 207-01 150.000 CY | 55.00000 8250.00| 50.00000 7500.00| UNCLASSIFIED EXCAVATION | | | 0015 207-34 500.000 SY | 1.00000 500.00| 5.00000 2500.00| FABRIC FOR SEPARATION | | | 0020 218-03 12.000 CY | 220.00000 2640.00| 400.00000 4800.00| GABIONS | | | 0025 408-02 70.000 GA | 2.50000 175.00| 5.00000 350.00| BITUMINOUS MATERIAL | | | 0030 409-02 225.000 GA | 0.01000 2.25| 3.00000 675.00| BITUMINOUS MATERIAL | | | 0035 604-01(15)A2 130.000 LF | 36.00000 4680.00| 50.00000 6500.00| METALLIC COATED CORRUGATED STEEL PIPE | | | 0040 604-01(48)A2 4.000 LF | 465.00000 1860.00| 200.00000 800.00| METALLIC COATED CORRUGATED STEEL PIPE | | | 0045 604-09(15) 1.000 EA | 63.00000 63.00| 500.00000 500.00| END SECION FOR CORRUGATED STEEL PIPE | | | 0050 605-09 1.000 EA | 5400.00000 5400.00| 5000.00000 5000.00| TYPE G INLET | | | 0055 605-15 1.000 EA | 750.00000 750.00| 3000.00000 3000.00| ADJUST EXISTING MANHOLE | | | 0060 636-11 3312.000 UN | 0.80000 2649.60| 2.00000 6624.00| TRAFFIC CONTROL DEVICES | | | 0065 636-14 240.000 HR | 32.00000 7680.00| 40.00000 9600.00| FLAGGER | | | 0070 636-25(B) 72.000 DA | 2.10000 151.20| 2.00000 144.00| WARNING LIGHTS | | | 0075 639-01 LUMP| 1000.00000 1000.00| 2600.00000 2600.00| CONSTRUCTION LAYOUT STAKES | | | 0080 642-13 LUMP| 500.00000 500.00| 1000.00000 1000.00| TEMPORARY POLLUTION CONTROL | | | 0085 307-01SG AA1 200.000 TN | 40.00000 8000.00| 30.00000 6000.00| CLASS 1 AGGREGATE BASE COURSE STONE OR | | | GRAVEL | | | 0090 307-01S AA2 180.000 TN | | | CLASS 1 AGGREGATE BASE COURSE SLAG | | | 0095 308-01SG BB1 40.000 TN | 40.00000 1600.00| 50.00000 2000.00| CLASS 1 AGGREGATE, STONE OR GRAVEL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 012 -5 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 9722513 COUNTIES : HARRISON LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0483580 |(5) 55-0328627 | |HARMAN CONSTRUCTION, INC. & |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 308-01S BB2 36.000 TN | | | CLASS 1 AGGREGATE, SLAG | | | 0105 401-1(2)SG CC1 100.000 TN | 60.00000 6000.00| 75.00000 7500.00| HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0110 401-1(2)S CC2 90.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0115 402-01(1)SG DD1 80.000 TN | 75.00000 6000.00| 100.00000 8000.00| HMA SKID PVT, (W-1) ST OR GR | | | 0120 402-01(1)S DD2 72.000 TN | | | HMA SKID PVT, (W-1) SLAG | | | SECTION TOTALS | $ 63,151.05| $ 84,688.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 63,151.05| $ 84,688.00| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 013 -1 VENDOR RANKING CALL ORDER : 013 CONTRACT ID : 9722616 COUNTIES : POCAHONTAS LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 08 CONTRACT DESCRIPTION : MARLINTON ROAD PROJECT(S) : U338-0219/00-018.20 00 LOCATION: BEGIN: 0.08 MI S WV 39 END 1.18 MI N WV 39 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0674033 SMH CONSTRUCTION CO., INC. $ 491,118.56 100.0000% 2 55-0465516 R. H. ARMSTRONG, INC. $ 621,861.25 126.6214% 3 55-0747124 GRANDVIEW CONSTRUCTION, INC. $ 625,425.40 127.3471% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 013 -2 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 9722616 COUNTIES : POCAHONTAS LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0674033 |(2) 55-0465516 |(3) 55-0747124 |SMH CONSTRUCTION CO., INC. |R. H. ARMSTRONG, INC. |GRANDVIEW CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 WIDENING TO ADD TURN LANES, REALIGN CR 15, TRAFFIC SIGNAL, DRAINAGE, CURBS, SHOULDERS, AND GUARDRAIL | | | 0005 204-01 LUMP| 29200.00000 29200.00| 15000.00000 15000.00| 24000.00000 24000.00 MOBILIZATION | | | 0010 207-09 LUMP| 29680.00000 29680.00| 48000.00000 48000.00| 50000.00000 50000.00 UNCLASSIFIED EXCAVATION | | | 0015 211-01 552.000 CY | 10.90000 6016.80| 18.00000 9936.00| 19.00000 10488.00 UNCLASSIFIED BORROW EXCAVATION | | | 0020 211-08 195.000 TN | 21.20000 4134.00| 27.50000 5362.50| 22.00000 4290.00 ROCK BORROW EXCAVATION | | | 0025 408-02 650.000 GA | 1.15000 747.50| 1.50000 975.00| 1.30000 845.00 BITUMINOUS MATERIAL | | | 0030 604-50(15) 325.000 LF | 31.65000 10286.25| 95.00000 30875.00| 47.00000 15275.00 CORRUGATED POLYETHYLENE PIPE | | | 0035 605-04-1 5.000 EA | 2270.80000 11354.00| 2200.00000 11000.00| 2200.00000 11000.00 TYPE B INLET, MODIFIED | | | 0040 605-09 3.000 EA | 1885.45000 5656.35| 2500.00000 7500.00| 2500.00000 7500.00 TYPE G INLET | | | 0045 605-24 2.000 EA | 979.55000 1959.10| 1800.00000 3600.00| 1300.00000 2600.00 ADJUSTING TYPE G INLET | | | 0050 606-20(10) 1175.000 LF | 8.85000 10398.75| 11.00000 12925.00| 16.00000 18800.00 AGGREGATE FILLED FABRIC UNDERDRAINS | | | 0055 606-27(6) 1175.000 LF | 3.95000 4641.25| 12.75000 14981.25| 2.00000 2350.00 CORRUGATED POLYETHYLENE UNDERDRAINAGE | | | PIPE | | | 0060 607-01(I) 712.500 LF | 14.35000 10224.38| 15.00000 10687.50| 20.00000 14250.00 TYPE 1 GUARDRAIL | | | 0065 607-28 1.000 EA | 902.15000 902.15| 925.00000 925.00| 1050.00000 1050.00 MODIFIED ECCENTRIC LOADER TERMINAL | | | 0070 609-01 83.000 SY | 50.85000 4220.55| 65.00000 5395.00| 80.00000 6640.00 CONCRETE SIDEWALK | | | 0075 610-03(I) 1493.000 LF | 32.65000 48746.45| 50.00000 74650.00| 32.50000 48522.50 COMBINATION CONCRETE CURB AND GUTTER | | | 0080 610-03(IV) 372.000 LF | 36.05000 13410.60| 50.00000 18600.00| 32.00000 11904.00 COMBINATION CONCRETE CURB AND GUTTER | | | 0085 636-11 4360.000 UN | 0.01000 43.60| 1.75000 7630.00| 2.00000 8720.00 TRAFFIC CONTROL DEVICES | | | 0090 636-14 1000.000 HR | 35.95000 35950.00| 33.00000 33000.00| 46.00000 46000.00 FLAGGER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 013 -3 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 9722616 COUNTIES : POCAHONTAS LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0674033 |(2) 55-0465516 |(3) 55-0747124 |SMH CONSTRUCTION CO., INC. |R. H. ARMSTRONG, INC. |GRANDVIEW CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 639-01 LUMP| 4477.50000 4477.50| 15000.00000 15000.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKES | | | 0100 642-13 LUMP| 3606.20000 3606.20| 2500.00000 2500.00| 5000.00000 5000.00 TEMPORARY POLLUTION CONTROL | | | 0105 660-01 LUMP| 6800.00000 6800.00| 10600.00000 10600.00| 12500.00000 12500.00 SIGNAL CONTROLLERS | | | 0110 660-02(LPS-C) 6.000 EA | 163.50000 981.00| 175.00000 1050.00| 185.00000 1110.00 TRAFFIC DETECTORS | | | 0115 660-03(V-12) 28.000 EA | 355.20000 9945.60| 360.00000 10080.00| 405.00000 11340.00 SIGNAL SECTIONS | | | 0120 660-03(V-8) 3.000 EA | 140.95000 422.85| 150.00000 450.00| 160.00000 480.00 SIGNAL SECTIONS | | | 0125 660-04(A1L) 2.000 EA | 8865.05000 17730.10| 10000.00000 20000.00| 12500.00000 25000.00 SIGNAL SUPPORTS | | | 0130 660-05(H) 4.000 EA | 1184.05000 4736.20| 1200.00000 4800.00| 1500.00000 6000.00 JUNCTION BOXES, TYPE H | | | 0135 660-07 LUMP| 10260.00000 10260.00| 22500.00000 22500.00| 26500.00000 26500.00 MISCELLANEOUS SIGNAL | | | 0140 662-07(250)W 2.000 EA | 451.05000 902.10| 500.00000 1000.00| 510.00000 1020.00 LUMINAIRES | | | 0145 662-14 LUMP| 28.20000 28.20| 500.00000 500.00| 1000.00000 1000.00 INCIDENTAL ELECTRICAL WORK | | | 0150 663-01(II)W 3.150 MI | 479.25000 1509.64| 490.00000 1543.50| 550.00000 1732.50 EDGE LINE WHITE | | | 0155 663-02(II)Y 1.630 MI | 648.40000 1056.89| 650.00000 1059.50| 750.00000 1222.50 LANE LINE OR CENTER LINE YELLOW | | | 0160 663-04(V) 570.000 LF | 5.35000 3049.50| 6.00000 3420.00| 6.10000 3477.00 TYPE V CHANNELIZING LINES | | | 0165 663-05(V) 84.000 LF | 12.40000 1041.60| 12.75000 1071.00| 14.10000 1184.40 TYPE V, STOP LINES | | | 0170 663-07(V)Y 660.000 LF | 6.20000 4092.00| 6.50000 4290.00| 7.10000 4686.00 TYPE V, STRIPES, YELLOW | | | 0175 663-10(V) 23.000 EA | 211.45000 4863.35| 215.00000 4945.00| 240.00000 5520.00 TYPE V, LANE ARROWS | | | 0180 663-11(V) 64.000 EA | 67.65000 4329.60| 70.00000 4480.00| 76.50000 4896.00 TYPE V, LANE LETTERS | | | 0185 308-01SG AA1 2030.000 TN | 15.15000 30754.50| 26.00000 52780.00| 18.75000 38062.50 CLASS 1 AGGREGATE, STONE OR GRAVEL | | | 0190 308-01S AA2 1847.000 TN | | | CLASS 1 AGGREGATE, SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 013 -4 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 9722616 COUNTIES : POCAHONTAS LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0674033 |(2) 55-0465516 |(3) 55-0747124 |SMH CONSTRUCTION CO., INC. |R. H. ARMSTRONG, INC. |GRANDVIEW CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0195 308-08SG BB1 280.000 TN | 14.50000 4060.00| 14.00000 3920.00| 18.25000 5110.00 CLASS 8 AGGREGATE STONE OR GRAVEL | | | 0200 308-08S BB2 255.000 TN | | | CLASS 8 AGGREGATE, SLAG | | | 0205 401-1(1)SG CC1 1400.000 TN | 35.60000 49840.00| 35.95000 50330.00| 42.75000 59850.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0210 401-1(1)S CC2 1270.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0215 401-7SG DD1 1200.000 TN | 35.65000 42780.00| 35.95000 43140.00| 42.75000 51300.00 SCRATCH COURSE, STONE OR GRAVEL | | | 0220 401-7S DD2 1086.000 TN | | | SCRATCH COURSE, SLAG | | | 0225 402-01(1)SG EE1 1200.000 TN | 46.90000 56280.00| 42.80000 51360.00| 53.50000 64200.00 HMA SKID PVT, (W-1) ST OR GR | | | 0230 402-01(1)S EE2 1086.000 TN | | | HMA SKID PVT, (W-1) SLAG | | | SECTION TOTALS | $ 491,118.56| $ 621,861.25| $ 625,425.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 491,118.56| $ 621,861.25| $ 625,425.40 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 014 -1 VENDOR RANKING CALL ORDER : 014 CONTRACT ID : 9730103R1 COUNTIES : ROANE LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : CLIO TO HURRICANE CREEK ROAD PROJECT(S) : S344-0023/02-000.00 00 LOCATION: JCT CR 23 TO JCT CR 54 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 289,169.11 100.0000% 2 55-0583614 CARL KELLY PAVING, INC. $ 312,205.48 107.9664% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 014 -2 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9730103R1 COUNTIES : ROANE LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0583614 | |WEST VIRGINIA PAVING, INC. |CARL KELLY PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0005 211-08 389.000 TN | 45.00000 17505.00| 28.39000 11043.71| ROCK BORROW EXCAVATION | | | 0010 229-01 2.570 LM | 6500.00000 16705.00| 5481.12000 14086.48| SHOULDERS AND DITCHES | | | 0015 408-02 556.000 GA | 1.25000 695.00| 2.79000 1551.24| BITUMINOUS MATERIAL | | | 0020 604-01(18)A2 50.000 LF | 180.00000 9000.00| 138.26000 6913.00| METALLIC COATED CORRUGATED STEEL PIPE | | | 0025 604-01(36)A2 30.000 LF | 190.00000 5700.00| 189.85000 5695.50| METALLIC COATED CORRUGATED STEEL PIPE | | | 0030 636-11 5721.000 UN | 0.01000 57.21| 0.68000 3890.28| TRAFFIC CONTROL DEVICES | | | 0035 636-14 150.000 HR | 45.00000 6750.00| 47.51000 7126.50| FLAGGER | | | 0040 307-01SG AA1 477.000 TN | 81.40000 38827.80| 82.01000 39118.77| CLASS 1 AGGREGATE BASE COURSE STONE OR | | | GRAVEL | | | 0045 307-01S AA2 435.000 TN | | | CLASS 1 AGGREGATE BASE COURSE SLAG | | | 0050 308-01SG BB1 1006.000 TN | 25.15000 25300.90| 33.00000 33198.00| CLASS 1 AGGREGATE, STONE OR GRAVEL | | | 0055 308-01S BB2 916.000 TN | | | CLASS 1 AGGREGATE, SLAG | | | 0060 407-1(2)SG CC1 3326.000 TN | 50.70000 168628.20| 57.00000 189582.00| HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0065 407-1(2)S CC2 3027.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | SECTION TOTALS | $ 289,169.11| $ 312,205.48| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 289,169.11| $ 312,205.48| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 015 -1 VENDOR RANKING CALL ORDER : 015 CONTRACT ID : 9325908 COUNTIES : GILMER LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 07 CONTRACT DESCRIPTION : SAND FORK SUSPENSION BRIDGE PROJECT(S) : S311-0035/22-000.40 00 00BR 3522 003 E00 LOCATION: OVER LITTLE KANAWHA RIVER, 0.4 MI W WV 5 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0417282 TURMAN CONSTRUCTION CO. $ 784,143.91 100.0000% 2 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 793,997.00 101.2565% 3 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 809,958.78 103.2921% 4 55-0671461 HOKE BROTHERS CONTRACTING $ 818,287.72 104.3542% 5 55-0609442 MEC CONSTRUCTION, INC. $ 864,147.84 110.2027% 6 55-0491480 LANG BROTHERS, INC. $ 864,758.89 110.2806% 7 39-0884623 EDWARD KRAEMER & SONS, INC. $ 920,498.26 117.3889% 8 25-1493101 UPON THIS ROCK CONSTRUCTION, INC. $ 951,250.00 121.3106% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 015 -2 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 9325908 COUNTIES : GILMER LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 55-0417282 |(2) 62-1345425 |(3) 55-0487806 |TURMAN CONSTRUCTION CO. |BILCO CONSTRUCTION COMPANY, |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE,DRAIN AND PAVE | | | 0005 201-01 1.000 LS | 12000.00000 12000.00| 45000.00000 45000.00| 44800.00000 44800.00 CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 24000.00000 24000.00| 32000.00000 32000.00| 24000.00000 24000.00 MOBILIZATION | | | 0015 207-01 1070.000 M3 | 10.00000 10700.00| 13.00000 13910.00| 18.50000 19795.00 UNCLASSIFIED EXCAVATION | | | 0020 207-02 275.900 M3 | 45.00000 12415.50| 46.00000 12691.40| 60.00000 16554.00 SUBGRADE | | | 0025 207-34 1752.800 M2 | 1.50000 2629.20| 2.00000 3505.60| 1.20000 2103.36 FABRIC FOR SEPARATION | | | 0030 211-01 3082.000 M3 | 15.00000 46230.00| 16.00000 49312.00| 1.00000 3082.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 211-02 559.000 M3 | 45.00000 25155.00| 45.00000 25155.00| 27.00000 15093.00 ROCK BORROW EXCAVATION | | | 0040 307-01 256.400 M3 | 45.00000 11538.00| 50.00000 12820.00| 60.00000 15384.00 CLASS I AGGREGATE BASE COURSE | | | 0045 308-01 82.600 MGR | 25.00000 2065.00| 25.00000 2065.00| 31.50000 2601.90 CLASS 1 AGGREGATE BASE COURSE | | | 0050 409-02 3506.000 L | 0.25000 876.50| 0.50000 1753.00| 0.28000 981.68 BITUMINOUS MATERIAL PRIME | | | 0055 502-01300 57.600 M2 | 155.00000 8928.00| 150.00000 8640.00| 184.00000 10598.40 PORTLAND CEMENT CONCRETE APPRACH SLAB | | | 300MM | | | 0060 605-09 1.000 EA | 2000.00000 2000.00| 1700.00000 1700.00| 1700.00000 1700.00 TYPE G INLET | | | 0065 607-011 41.910 M | 75.00000 3143.25| 80.00000 3352.80| 82.50000 3457.58 TYPE 1 GUARDRAIL, CLASS I | | | 0070 607-013 144.780 M | 57.00000 8252.46| 65.00000 9410.70| 62.75000 9084.95 TYPE 1 GUARDRAIL CLASS III | | | 0075 633-03 3.000 M3 | 32.50000 97.50| 100.00000 300.00| 72.00000 216.00 DUMPED ROCK GUTTER | | | 0080 636-11 4180.000 UN | 2.00000 8360.00| 1.50000 6270.00| 1.40000 5852.00 TRAFFIC CONTROL DEVICE | | | 0085 636-12 2.000 EA | 300.00000 600.00| 0.25000 0.50| 250.00000 500.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 0090 636-13 40.000 EA | 7.50000 300.00| 0.05000 2.00| 4.00000 160.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 015 -3 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 9325908 COUNTIES : GILMER LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 55-0417282 |(2) 62-1345425 |(3) 55-0487806 |TURMAN CONSTRUCTION CO. |BILCO CONSTRUCTION COMPANY, |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 636-14 200.000 HR | 35.00000 7000.00| 33.00000 6600.00| 40.00000 8000.00 FLAGGER | | | 0100 636-25B 720.000 DA | 2.00000 1440.00| 2.50000 1800.00| 2.00000 1440.00 WARNING LIGHTS TYPE B | | | 0105 637-01 135.000 M3 | 5.00000 675.00| 5.00000 675.00| 16.00000 2160.00 WATER FOR DUST PALLIATIVE | | | 0110 638-02 19.000 EA | 75.00000 1425.00| 100.00000 1900.00| 55.00000 1045.00 RIGHT OF WAY MARKERS | | | 0115 639-01 LUMP| 7500.00000 7500.00| 4000.00000 4000.00| 5100.00000 5100.00 CONSTRUCTION LAYOUT STAKES | | | 0120 640-02 LUMP| 10000.00000 10000.00| 7500.00000 7500.00| 8000.00000 8000.00 SMALL FIELD OFFICE/STORAGE BUILDING | | | 0125 640-03 LUMP| 1500.00000 1500.00| 2000.00000 2000.00| 700.00000 700.00 BUILDING EQUIPMENT | | | 0130 642-13 LUMP| 1500.00000 1500.00| 1.00000 1.00| 2200.00000 2200.00 TEMPORARY POLLUTION CONTROL | | | 0135 652-01 1.500 MGR | 60.00000 90.00| 100.00000 150.00| 165.00000 247.50 AGRICULTURAL LIMESTONE | | | 0140 652-021 0.300 MGR | 1325.00000 397.50| 2000.00000 600.00| 1100.00000 330.00 FERTILIZER 10-20-10 | | | 0145 652-022 0.070 MGR | 2200.00000 154.00| 2000.00000 140.00| 2200.00000 154.00 UREA FORMALDEHYDE FERTILIZER | | | 0150 652-031 18.000 KG | 55.00000 990.00| 70.00000 1260.00| 55.00000 990.00 SEED MIXTURES B, C-1, OR C-2 | | | 0155 652-032 14.000 KG | 66.00000 924.00| 75.00000 1050.00| 99.00000 1386.00 SEED MIXTURES D | | | 0160 652-041 1.500 MGR | 1110.00000 1665.00| 1300.00000 1950.00| 880.00000 1320.00 STRAW OR HAY MULCH | | | 0165 652-042 0.350 MGR | 1655.00000 579.25| 1600.00000 560.00| 1650.00000 577.50 WOOD CELLULOSE FIBER MULCH | | | 0170 655-01 AA1 107.000 M2 | 5.00000 535.00| 7.00000 749.00| 2.25000 240.75 MATTING | | | 0175 401-1(1)SG AA1 262.600 MGR | 75.00000 19695.00| 78.00000 20482.80| 77.60000 20377.76 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0180 401-1(1)S AA2 238.900 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0185 401-2(1)SG AB1 71.800 MGR | 75.00000 5385.00| 78.00000 5600.40| 77.60000 5571.68 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 015 -4 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 9325908 COUNTIES : GILMER LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 55-0417282 |(2) 62-1345425 |(3) 55-0487806 |TURMAN CONSTRUCTION CO. |BILCO CONSTRUCTION COMPANY, |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 401-2(1)S AB2 65.400 MGR | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | 0195 604-010450A2 AC1 14.000 M | 125.00000 1750.00| 200.00000 2800.00| 152.00000 2128.00 METALLIC COATED CORRUGATED STEEL PIPE, | | | 450MM, A2 | | | 0200 604-090450 AC1 1.000 EA | 250.00000 250.00| 300.00000 300.00| 275.00000 275.00 END SECTION FOR CORRUGATED STEEL PIPE | | | 450MM | | | 0205 604-250450A2 AC2 14.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE 450MM, A2| | | 0210 604-280450 AC2 1.000 EA | | | END SECTION FOR CORRUGATED ALUMINUM | | | ALLOY PIPE 450MM | | | 0215 604-3704503 AC3 14.000 M | | | REINFORCED CONCRETE PIPE, 450MM, CLIII | | | 0220 604-380450 AC3 1.000 EA | | | REINFORCED CONCRETE END SECTION, 450MM | | | SECTION TOTALS | $ 242,745.16| $ 288,006.20| $ 238,207.06 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE NO.4259 | | | 0225 203-01 LUMP| 35000.00000 35000.00| 57000.00000 57000.00| 30000.00000 30000.00 DISMANTLING STRUCTURES | | | 0230 211-02 351.000 M3 | 60.00000 21060.00| 45.00000 15795.00| 39.00000 13689.00 ROCK BORROW EXCAVATION | | | 0235 212-01 142.000 M3 | 100.00000 14200.00| 30.00000 4260.00| 59.50000 8449.00 STRUCTURE EXCAVATION | | | 0240 212-05 34.000 M3 | 75.00000 2550.00| 100.00000 3400.00| 122.00000 4148.00 SELECT MATERIAL FOR BACKFILLING | | | 0245 218-06 48.000 M3 | 60.00000 2880.00| 45.00000 2160.00| 39.00000 1872.00 FOUNDATION PROTECTION | | | 0250 218-07 403.000 M2 | 2.00000 806.00| 2.00000 806.00| 1.20000 483.60 FABRIC FOR EROSION CONTROL | | | 0255 601-02 102.000 M3 | 850.00000 86700.00| 610.00000 62220.00| 1110.00000 113220.00 CLASS B CONCRETE | | | 0260 601-03 125.000 M3 | 850.00000 106250.00| 715.00000 89375.00| 1110.00000 138750.00 CLASS K CONCRETE | | | 0265 602-01 5776.000 KG | 1.50000 8664.00| 1.50000 8664.00| 1.47000 8490.72 REIN STEEL BARS | | | 0270 602-02 25725.000 KG | 1.55000 39873.75| 2.00000 51450.00| 1.68000 43218.00 EPOXY COATED REINFORCING BARS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 015 -5 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 9325908 COUNTIES : GILMER LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 55-0417282 |(2) 62-1345425 |(3) 55-0487806 |TURMAN CONSTRUCTION CO. |BILCO CONSTRUCTION COMPANY, |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0275 603-01 223.000 M | 775.00000 172825.00| 710.00000 158330.00| 677.00000 150971.00 PRESTRESSED CONCRETE BEAMS | | | 0280 607-011B 152.000 M | 45.00000 6840.00| 120.00000 18240.00| 126.50000 19228.00 TYPE 1 GUARDRAIL CLASS I AT BRIDGE | | | 0285 607-48 79.000 EA | 150.00000 11850.00| 40.00000 3160.00| 53.60000 4234.40 STRUCTURE MOUNT POST, ANCHORED | | | 0290 616-04H310079 186.000 M | 100.00000 18600.00| 105.00000 19530.00| 118.00000 21948.00 STEEL BEARING PILES, HP 310X79, DRVN | | | 0295 616-05H310079 40.000 M | 195.00000 7800.00| 215.00000 8600.00| 155.00000 6200.00 STEEL BEARING PILES, HP 310X79, | | | PRE-DRILLED AND DRIVEN | | | 0300 639-01 LUMP| 5500.00000 5500.00| 3000.80000 3000.80| 6850.00000 6850.00 CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ 541,398.75| $ 505,990.80| $ 571,751.72 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 784,143.91| $ 793,997.00| $ 809,958.78 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 015 -6 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 9325908 COUNTIES : GILMER LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(4) 55-0671461 |(5) 55-0609442 |(6) 55-0491480 |HOKE BROTHERS CONTRACTING |MEC CONSTRUCTION, INC. |LANG BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE,DRAIN AND PAVE | | | 0005 201-01 1.000 LS | 25000.00000 25000.00| 80000.00000 80000.00| 40000.00000 40000.00 CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 25000.00000 25000.00| 30000.00000 30000.00| 18000.00000 18000.00 MOBILIZATION | | | 0015 207-01 1070.000 M3 | 9.00000 9630.00| 9.65000 10325.50| 15.00000 16050.00 UNCLASSIFIED EXCAVATION | | | 0020 207-02 275.900 M3 | 45.00000 12415.50| 52.00000 14346.80| 54.00000 14898.60 SUBGRADE | | | 0025 207-34 1752.800 M2 | 1.75000 3067.40| 1.20000 2103.36| 1.35000 2366.28 FABRIC FOR SEPARATION | | | 0030 211-01 3082.000 M3 | 15.00000 46230.00| 20.00000 61640.00| 8.00000 24656.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 211-02 559.000 M3 | 44.00000 24596.00| 65.00000 36335.00| 30.00000 16770.00 ROCK BORROW EXCAVATION | | | 0040 307-01 256.400 M3 | 45.00000 11538.00| 55.00000 14102.00| 53.00000 13589.20 CLASS I AGGREGATE BASE COURSE | | | 0045 308-01 82.600 MGR | 30.00000 2478.00| 40.00000 3304.00| 110.00000 9086.00 CLASS 1 AGGREGATE BASE COURSE | | | 0050 409-02 3506.000 L | 0.28000 981.68| 0.30000 1051.80| 0.25000 876.50 BITUMINOUS MATERIAL PRIME | | | 0055 502-01300 57.600 M2 | 190.00000 10944.00| 200.00000 11520.00| 270.00000 15552.00 PORTLAND CEMENT CONCRETE APPRACH SLAB | | | 300MM | | | 0060 605-09 1.000 EA | 2100.00000 2100.00| 2000.00000 2000.00| 2100.00000 2100.00 TYPE G INLET | | | 0065 607-011 41.910 M | 83.00000 3478.53| 33.00000 1383.03| 35.00000 1466.85 TYPE 1 GUARDRAIL, CLASS I | | | 0070 607-013 144.780 M | 63.00000 9121.14| 30.00000 4343.40| 27.00000 3909.06 TYPE 1 GUARDRAIL CLASS III | | | 0075 633-03 3.000 M3 | 100.00000 300.00| 200.00000 600.00| 150.00000 450.00 DUMPED ROCK GUTTER | | | 0080 636-11 4180.000 UN | 1.75000 7315.00| 1.25000 5225.00| 1.00000 4180.00 TRAFFIC CONTROL DEVICE | | | 0085 636-12 2.000 EA | 0.01000 0.02| 300.00000 600.00| 20.00000 40.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 0090 636-13 40.000 EA | 0.01000 0.40| 2.50000 100.00| 0.25000 10.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 015 -7 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 9325908 COUNTIES : GILMER LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(4) 55-0671461 |(5) 55-0609442 |(6) 55-0491480 |HOKE BROTHERS CONTRACTING |MEC CONSTRUCTION, INC. |LANG BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 636-14 200.000 HR | 32.00000 6400.00| 35.00000 7000.00| 36.00000 7200.00 FLAGGER | | | 0100 636-25B 720.000 DA | 4.50000 3240.00| 2.00000 1440.00| 0.50000 360.00 WARNING LIGHTS TYPE B | | | 0105 637-01 135.000 M3 | 0.01000 1.35| 1.00000 135.00| 11.50000 1552.50 WATER FOR DUST PALLIATIVE | | | 0110 638-02 19.000 EA | 75.00000 1425.00| 50.00000 950.00| 72.00000 1368.00 RIGHT OF WAY MARKERS | | | 0115 639-01 LUMP| 6000.00000 6000.00| 5000.00000 5000.00| 7500.00000 7500.00 CONSTRUCTION LAYOUT STAKES | | | 0120 640-02 LUMP| 10000.00000 10000.00| 6000.00000 6000.00| 7500.00000 7500.00 SMALL FIELD OFFICE/STORAGE BUILDING | | | 0125 640-03 LUMP| 5000.00000 5000.00| 1500.00000 1500.00| 1000.00000 1000.00 BUILDING EQUIPMENT | | | 0130 642-13 LUMP| 3000.00000 3000.00| 2000.00000 2000.00| 14000.00000 14000.00 TEMPORARY POLLUTION CONTROL | | | 0135 652-01 1.500 MGR | 65.00000 97.50| 70.00000 105.00| 153.00000 229.50 AGRICULTURAL LIMESTONE | | | 0140 652-021 0.300 MGR | 1500.00000 450.00| 320.00000 96.00| 1020.00000 306.00 FERTILIZER 10-20-10 | | | 0145 652-022 0.070 MGR | 2500.00000 175.00| 2000.00000 140.00| 2050.00000 143.50 UREA FORMALDEHYDE FERTILIZER | | | 0150 652-031 18.000 KG | 62.00000 1116.00| 3.00000 54.00| 51.00000 918.00 SEED MIXTURES B, C-1, OR C-2 | | | 0155 652-032 14.000 KG | 75.00000 1050.00| 5.00000 70.00| 92.00000 1288.00 SEED MIXTURES D | | | 0160 652-041 1.500 MGR | 1500.00000 2250.00| 795.00000 1192.50| 815.00000 1222.50 STRAW OR HAY MULCH | | | 0165 652-042 0.350 MGR | 1800.00000 630.00| 500.00000 175.00| 1525.00000 533.75 WOOD CELLULOSE FIBER MULCH | | | 0170 655-01 AA1 107.000 M2 | 6.00000 642.00| 25.00000 2675.00| 2.05000 219.35 MATTING | | | 0175 401-1(1)SG AA1 262.600 MGR | 78.00000 20482.80| 77.75000 20417.15| 72.00000 18907.20 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0180 401-1(1)S AA2 238.900 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0185 401-2(1)SG AB1 71.800 MGR | 78.00000 5600.40| 77.75000 5582.45| 72.00000 5169.60 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 015 -8 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 9325908 COUNTIES : GILMER LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(4) 55-0671461 |(5) 55-0609442 |(6) 55-0491480 |HOKE BROTHERS CONTRACTING |MEC CONSTRUCTION, INC. |LANG BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 401-2(1)S AB2 65.400 MGR | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | 0195 604-010450A2 AC1 14.000 M | 340.00000 4760.00| 120.00000 1680.00| 120.00000 1680.00 METALLIC COATED CORRUGATED STEEL PIPE, | | | 450MM, A2 | | | 0200 604-090450 AC1 1.000 EA | 400.00000 400.00| 250.00000 250.00| 200.00000 200.00 END SECTION FOR CORRUGATED STEEL PIPE | | | 450MM | | | 0205 604-250450A2 AC2 14.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE 450MM, A2| | | 0210 604-280450 AC2 1.000 EA | | | END SECTION FOR CORRUGATED ALUMINUM | | | ALLOY PIPE 450MM | | | 0215 604-3704503 AC3 14.000 M | | | REINFORCED CONCRETE PIPE, 450MM, CLIII | | | 0220 604-380450 AC3 1.000 EA | | | REINFORCED CONCRETE END SECTION, 450MM | | | SECTION TOTALS | $ 266,915.72| $ 335,441.99| $ 255,298.39 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE NO.4259 | | | 0225 203-01 LUMP| 10000.00000 10000.00| 30000.00000 30000.00| 12000.00000 12000.00 DISMANTLING STRUCTURES | | | 0230 211-02 351.000 M3 | 44.00000 15444.00| 55.00000 19305.00| 22.00000 7722.00 ROCK BORROW EXCAVATION | | | 0235 212-01 142.000 M3 | 20.00000 2840.00| 50.00000 7100.00| 34.00000 4828.00 STRUCTURE EXCAVATION | | | 0240 212-05 34.000 M3 | 100.00000 3400.00| 200.00000 6800.00| 130.00000 4420.00 SELECT MATERIAL FOR BACKFILLING | | | 0245 218-06 48.000 M3 | 44.00000 2112.00| 110.00000 5280.00| 60.00000 2880.00 FOUNDATION PROTECTION | | | 0250 218-07 403.000 M2 | 3.00000 1209.00| 1.55000 624.65| 5.50000 2216.50 FABRIC FOR EROSION CONTROL | | | 0255 601-02 102.000 M3 | 690.00000 70380.00| 875.00000 89250.00| 690.00000 70380.00 CLASS B CONCRETE | | | 0260 601-03 125.000 M3 | 800.00000 100000.00| 650.00000 81250.00| 1080.00000 135000.00 CLASS K CONCRETE | | | 0265 602-01 5776.000 KG | 2.00000 11552.00| 1.20000 6931.20| 1.75000 10108.00 REIN STEEL BARS | | | 0270 602-02 25725.000 KG | 2.40000 61740.00| 1.40000 36015.00| 1.80000 46305.00 EPOXY COATED REINFORCING BARS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 015 -9 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 9325908 COUNTIES : GILMER LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(4) 55-0671461 |(5) 55-0609442 |(6) 55-0491480 |HOKE BROTHERS CONTRACTING |MEC CONSTRUCTION, INC. |LANG BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0275 603-01 223.000 M | 890.00000 198470.00| 770.00000 171710.00| 1100.00000 245300.00 PRESTRESSED CONCRETE BEAMS | | | 0280 607-011B 152.000 M | 95.00000 14440.00| 20.00000 3040.00| 97.00000 14744.00 TYPE 1 GUARDRAIL CLASS I AT BRIDGE | | | 0285 607-48 79.000 EA | 95.00000 7505.00| 160.00000 12640.00| 153.00000 12087.00 STRUCTURE MOUNT POST, ANCHORED | | | 0290 616-04H310079 186.000 M | 180.00000 33480.00| 160.00000 29760.00| 95.00000 17670.00 STEEL BEARING PILES, HP 310X79, DRVN | | | 0295 616-05H310079 40.000 M | 320.00000 12800.00| 525.00000 21000.00| 370.00000 14800.00 STEEL BEARING PILES, HP 310X79, | | | PRE-DRILLED AND DRIVEN | | | 0300 639-01 LUMP| 6000.00000 6000.00| 8000.00000 8000.00| 9000.00000 9000.00 CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ 551,372.00| $ 528,705.85| $ 609,460.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 818,287.72| $ 864,147.84| $ 864,758.89 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 015 -10 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 9325908 COUNTIES : GILMER LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(7) 39-0884623 |(8) 25-1493101 | |EDWARD KRAEMER & SONS, INC. |UPON THIS ROCK CONSTRUCTION,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE,DRAIN AND PAVE | | | 0005 201-01 1.000 LS | 51012.00000 51012.00| 39897.83000 39897.83| CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 21250.00000 21250.00| 32250.00000 32250.00| MOBILIZATION | | | 0015 207-01 1070.000 M3 | 19.98000 21378.60| 10.00000 10700.00| UNCLASSIFIED EXCAVATION | | | 0020 207-02 275.900 M3 | 55.00000 15174.50| 35.00000 9656.50| SUBGRADE | | | 0025 207-34 1752.800 M2 | 2.35000 4119.08| 1.00000 1752.80| FABRIC FOR SEPARATION | | | 0030 211-01 3082.000 M3 | 21.11000 65061.02| 10.00000 30820.00| UNCLASSIFIED BORROW EXCAVATION | | | 0035 211-02 559.000 M3 | 51.48000 28777.32| 50.00000 27950.00| ROCK BORROW EXCAVATION | | | 0040 307-01 256.400 M3 | 75.93000 19468.45| 60.00000 15384.00| CLASS I AGGREGATE BASE COURSE | | | 0045 308-01 82.600 MGR | 35.85000 2961.21| 50.00000 4130.00| CLASS 1 AGGREGATE BASE COURSE | | | 0050 409-02 3506.000 L | 0.25000 876.50| 0.35000 1227.10| BITUMINOUS MATERIAL PRIME | | | 0055 502-01300 57.600 M2 | 160.00000 9216.00| 180.00000 10368.00| PORTLAND CEMENT CONCRETE APPRACH SLAB | | | 300MM | | | 0060 605-09 1.000 EA | 1971.51000 1971.51| 1175.00000 1175.00| TYPE G INLET | | | 0065 607-011 41.910 M | 75.00000 3143.25| 35.00000 1466.85| TYPE 1 GUARDRAIL, CLASS I | | | 0070 607-013 144.780 M | 57.00000 8252.46| 26.50000 3836.67| TYPE 1 GUARDRAIL CLASS III | | | 0075 633-03 3.000 M3 | 184.00000 552.00| 200.00000 600.00| DUMPED ROCK GUTTER | | | 0080 636-11 4180.000 UN | 1.20000 5016.00| 1.25000 5225.00| TRAFFIC CONTROL DEVICE | | | 0085 636-12 2.000 EA | 400.00000 800.00| 250.00000 500.00| CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 0090 636-13 40.000 EA | 4.00000 160.00| 3.00000 120.00| CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 015 -11 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 9325908 COUNTIES : GILMER LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(7) 39-0884623 |(8) 25-1493101 | |EDWARD KRAEMER & SONS, INC. |UPON THIS ROCK CONSTRUCTION,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 636-14 200.000 HR | 32.00000 6400.00| 35.00000 7000.00| FLAGGER | | | 0100 636-25B 720.000 DA | 2.00000 1440.00| 1.75000 1260.00| WARNING LIGHTS TYPE B | | | 0105 637-01 135.000 M3 | 7.00000 945.00| 10.00000 1350.00| WATER FOR DUST PALLIATIVE | | | 0110 638-02 19.000 EA | 100.00000 1900.00| 80.00000 1520.00| RIGHT OF WAY MARKERS | | | 0115 639-01 LUMP| 7800.00000 7800.00| 2250.00000 2250.00| CONSTRUCTION LAYOUT STAKES | | | 0120 640-02 LUMP| 17500.00000 17500.00| 5500.00000 5500.00| SMALL FIELD OFFICE/STORAGE BUILDING | | | 0125 640-03 LUMP| 6800.00000 6800.00| 2500.00000 2500.00| BUILDING EQUIPMENT | | | 0130 642-13 LUMP| 6200.00000 6200.00| 250.00000 250.00| TEMPORARY POLLUTION CONTROL | | | 0135 652-01 1.500 MGR | 60.00000 90.00| 150.00000 225.00| AGRICULTURAL LIMESTONE | | | 0140 652-021 0.300 MGR | 1325.00000 397.50| 1000.00000 300.00| FERTILIZER 10-20-10 | | | 0145 652-022 0.070 MGR | 2200.00000 154.00| 2000.00000 140.00| UREA FORMALDEHYDE FERTILIZER | | | 0150 652-031 18.000 KG | 55.00000 990.00| 50.00000 900.00| SEED MIXTURES B, C-1, OR C-2 | | | 0155 652-032 14.000 KG | 66.00000 924.00| 90.00000 1260.00| SEED MIXTURES D | | | 0160 652-041 1.500 MGR | 1110.00000 1665.00| 800.00000 1200.00| STRAW OR HAY MULCH | | | 0165 652-042 0.350 MGR | 1655.00000 579.25| 1500.00000 525.00| WOOD CELLULOSE FIBER MULCH | | | 0170 655-01 AA1 107.000 M2 | 5.00000 535.00| 2.00000 214.00| MATTING | | | 0175 401-1(1)SG AA1 262.600 MGR | 70.57000 18531.68| 71.00000 18644.60| HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0180 401-1(1)S AA2 238.900 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0185 401-2(1)SG AB1 71.800 MGR | 70.57000 5066.93| 71.00000 5097.80| HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 015 -12 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 9325908 COUNTIES : GILMER LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(7) 39-0884623 |(8) 25-1493101 | |EDWARD KRAEMER & SONS, INC. |UPON THIS ROCK CONSTRUCTION,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 401-2(1)S AB2 65.400 MGR | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | 0195 604-010450A2 AC1 14.000 M | 139.00000 1946.00| 110.00000 1540.00| METALLIC COATED CORRUGATED STEEL PIPE, | | | 450MM, A2 | | | 0200 604-090450 AC1 1.000 EA | 406.00000 406.00| 300.00000 300.00| END SECTION FOR CORRUGATED STEEL PIPE | | | 450MM | | | 0205 604-250450A2 AC2 14.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE 450MM, A2| | | 0210 604-280450 AC2 1.000 EA | | | END SECTION FOR CORRUGATED ALUMINUM | | | ALLOY PIPE 450MM | | | 0215 604-3704503 AC3 14.000 M | | | REINFORCED CONCRETE PIPE, 450MM, CLIII | | | 0220 604-380450 AC3 1.000 EA | | | REINFORCED CONCRETE END SECTION, 450MM | | | SECTION TOTALS | $ 339,460.26| $ 249,036.15| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE NO.4259 | | | 0225 203-01 LUMP| 114160.00000 114160.00| 8250.00000 8250.00| DISMANTLING STRUCTURES | | | 0230 211-02 351.000 M3 | 78.00000 27378.00| 55.00000 19305.00| ROCK BORROW EXCAVATION | | | 0235 212-01 142.000 M3 | 32.00000 4544.00| 65.00000 9230.00| STRUCTURE EXCAVATION | | | 0240 212-05 34.000 M3 | 54.00000 1836.00| 100.00000 3400.00| SELECT MATERIAL FOR BACKFILLING | | | 0245 218-06 48.000 M3 | 46.00000 2208.00| 80.00000 3840.00| FOUNDATION PROTECTION | | | 0250 218-07 403.000 M2 | 3.20000 1289.60| 1.30000 523.90| FABRIC FOR EROSION CONTROL | | | 0255 601-02 102.000 M3 | 610.00000 62220.00| 1650.00000 168300.00| CLASS B CONCRETE | | | 0260 601-03 125.000 M3 | 966.00000 120750.00| 1730.00000 216250.00| CLASS K CONCRETE | | | 0265 602-01 5776.000 KG | 1.40000 8086.40| 1.20000 6931.20| REIN STEEL BARS | | | 0270 602-02 25725.000 KG | 1.48000 38073.00| 1.35000 34728.75| EPOXY COATED REINFORCING BARS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 015 -13 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 9325908 COUNTIES : GILMER LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(7) 39-0884623 |(8) 25-1493101 | |EDWARD KRAEMER & SONS, INC. |UPON THIS ROCK CONSTRUCTION,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0275 603-01 223.000 M | 615.00000 137145.00| 650.00000 144950.00| PRESTRESSED CONCRETE BEAMS | | | 0280 607-011B 152.000 M | 115.00000 17480.00| 95.00000 14440.00| TYPE 1 GUARDRAIL CLASS I AT BRIDGE | | | 0285 607-48 79.000 EA | 152.00000 12008.00| 185.00000 14615.00| STRUCTURE MOUNT POST, ANCHORED | | | 0290 616-04H310079 186.000 M | 110.00000 20460.00| 200.00000 37200.00| STEEL BEARING PILES, HP 310X79, DRVN | | | 0295 616-05H310079 40.000 M | 260.00000 10400.00| 450.00000 18000.00| STEEL BEARING PILES, HP 310X79, | | | PRE-DRILLED AND DRIVEN | | | 0300 639-01 LUMP| 3000.00000 3000.00| 2250.00000 2250.00| CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ 581,038.00| $ 702,213.85| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 920,498.26| $ 951,250.00| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 016 -1 VENDOR RANKING CALL ORDER : 016 CONTRACT ID : 9723403 COUNTIES : CABELL LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : LEFT FORK OF LAUREL CREEK PROJECT(S) : U306-0009/01-000.00 00 LOCATION: CR 9 TO CR 11 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 188,064.39 100.0000% 2 61-0897043 MOUNTAIN ENTERPRISES, INC. DBA LENORE ASPHALT, INC $ 192,726.27 102.4788% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 016 -2 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 9723403 COUNTIES : CABELL LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 61-0897043 | |WEST VIRGINIA PAVING, INC. |MOUNTAIN ENTERPRISES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0005 207-01 500.000 CY | 5.00000 2500.00| 9.65000 4825.00| UNCLASSIFIED EXCAVATION | | | 0010 408-02 1340.000 GA | 0.01000 13.40| 0.95000 1273.00| BITUMINOUS MATERIAL | | | 0015 409-02 7178.000 GA | 0.01000 71.78| 0.95000 6819.10| BITUMINOUS MATERIAL | | | 0020 604-01(15)A2 60.000 LF | 80.00000 4800.00| 84.00000 5040.00| METALLIC COATED CORRUGATED STEEL PIPE | | | 0025 604-01(18)A2 156.000 LF | 100.00000 15600.00| 85.75000 13377.00| METALLIC COATED CORRUGATED STEEL PIPE | | | 0030 607-01(II) 1663.000 LF | 7.45000 12389.35| 8.42000 14002.46| TYPE 1 GUARDRAIL | | | 0035 607-10-1 770.000 LF | 1.00000 770.00| 1.44000 1108.80| TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0040 636-11 3186.000 UN | 0.01000 31.86| 0.85000 2708.10| TRAFFIC CONTROL DEVICES | | | 0045 636-14 210.000 HR | 44.00000 9240.00| 34.00000 7140.00| FLAGGER | | | 0050 307-01SG AA1 128.000 TN | 50.00000 6400.00| 30.48000 3901.44| CLASS 1 AGGREGATE BASE COURSE STONE OR | | | GRAVEL | | | 0055 307-01S AA2 117.000 TN | | | CLASS 1 AGGREGATE BASE COURSE SLAG | | | 0060 308-01SG BB1 1098.000 TN | 15.50000 17019.00| 21.67000 23793.66| CLASS 1 AGGREGATE, STONE OR GRAVEL | | | 0065 308-01S BB2 1000.000 TN | | | CLASS 1 AGGREGATE, SLAG | | | 0070 401-1(1)SG CC1 551.000 TN | 65.00000 35815.00| 39.81000 21935.31| HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0075 401-1(1)S CC2 502.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0080 401-11SG DD1 106.000 TN | 100.00000 10600.00| 140.00000 14840.00| HOT-MIX ASPHALT FOR PAVED GUTTER, ST/GR | | | 0085 401-11S DD2 97.000 TN | | | HOT-MIX ASPHALT FOR PAVED GUTTER, SLAG | | | 0090 407-2(1)SG EE1 1540.000 TN | 39.10000 60214.00| 39.11000 60229.40| HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 016 -3 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 9723403 COUNTIES : CABELL LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 61-0897043 | |WEST VIRGINIA PAVING, INC. |MOUNTAIN ENTERPRISES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 407-2(1)S EE2 1402.000 TN | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | 0100 407-3SG FF1 300.000 TN | 42.00000 12600.00| 39.11000 11733.00| HOT-MIX ASPHAPLT PATCH AND LEVEL COURSE,| | | STONE OR GRAVEL | | | 0105 407-3S FF2 273.000 TN | | | HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | SLAG | | | SECTION TOTALS | $ 188,064.39| $ 192,726.27| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 188,064.39| $ 192,726.27| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 017 -1 VENDOR RANKING CALL ORDER : 017 CONTRACT ID : 9817581 COUNTIES : DODDRIDGE HARRISON LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 04 MARION OTHERS CONTRACT DESCRIPTION : DISTRICT WIDE PROJECT(S) : R084-0REM/GR-099.00 00 LOCATION: VARIOUS 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 25-1271209 GREEN ACRES CONTRACTING COMPANY, INC. $ 294,202.50 100.0000% 2 25-1000923 PENN LINE SERVICE, INC. $ 321,330.00 109.2206% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 017 -2 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 9817581 COUNTIES : DODDRIDGE HARRISON LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 04 MARION OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 25-1271209 |(2) 25-1000923 | |GREEN ACRES CONTRACTING COMP|PENN LINE SERVICE, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GUARDRAIL | | | 0005 204-02 1000.000 MI | 0.01000 10.00| 1.00000 1000.00| MOBILIZATION PER COUNTY | | | 0010 204-03 5.000 EA | 1.00000 5.00| 50.00000 250.00| MOBILIZATION PER JOB ORDER | | | 0015 204-04 10.000 EA | 1000.00000 10000.00| 100.00000 1000.00| EMERGENCY MOBILIZATION | | | 0020 607-01(I) 7500.000 LF | 8.85000 66375.00| 9.00000 67500.00| TYPE 1 GUARDRAIL | | | 0025 607-01(II) 6000.000 LF | 6.50000 39000.00| 6.50000 39000.00| TYPE 1 GUARDRAIL | | | 0030 607-01(III) 3000.000 LF | 6.00000 18000.00| 6.40000 19200.00| TYPE 1 GUARDRAIL | | | 0035 607-05(I) 100.000 LF | 9.00000 900.00| 12.00000 1200.00| TYPE 5 GUARDRAIL | | | 0040 607-09-1 2000.000 LF | 2.75000 5500.00| 3.00000 6000.00| TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0045 607-10-1 10000.000 LF | 0.90000 9000.00| 1.00000 10000.00| TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0050 607-11(I) 500.000 LF | 3.00000 1500.00| 2.85000 1425.00| RESET TYPE I GUARDRAIL | | | 0055 607-11(II) 10000.000 LF | 2.50000 25000.00| 2.50000 25000.00| RESET TYPE I GUARDRAIL | | | 0060 607-11(III) 5000.000 LF | 2.00000 10000.00| 2.40000 12000.00| RESET TYPE I GUARDRAIL | | | 0065 607-25(A) 5.000 EA | 100.00000 500.00| 250.00000 1250.00| CUT SLOPE TERMINAL, TYPE A | | | 0070 607-25(A)1 5.000 EA | 250.00000 1250.00| 250.00000 1250.00| MODIFIED CUT SLOPE TERMINAL, TYPE A | | | 0075 607-25(B) 2.000 EA | 150.00000 300.00| 250.00000 500.00| CUT SLOPE TERMINAL, TYPE B | | | 0080 607-25(B)-1 2.000 EA | 250.00000 500.00| 250.00000 500.00| MOD. CUT SLOPE TERMINAL TYPE B | | | 0085 607-27 2.000 EA | 550.00000 1100.00| 700.00000 1400.00| BULLNOSE ATTENUATOR | | | 0090 607-28 5.000 EA | 400.00000 2000.00| 650.00000 3250.00| MODIFIED ECCENTRIC LOADER TERMINAL | | | 0095 607-28(I) 5.000 EA | 75.00000 375.00| 100.00000 500.00| MELT BUFFERED END SECTION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 017 -3 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 9817581 COUNTIES : DODDRIDGE HARRISON LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 04 MARION OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 25-1271209 |(2) 25-1000923 | |GREEN ACRES CONTRACTING COMP|PENN LINE SERVICE, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 607-28(II) 5.000 EA | 12.50000 62.50| 10.00000 50.00| MELT DIAPHRAGM PLATE | | | 0105 607-28(III) 5.000 EA | 10.00000 50.00| 10.00000 50.00| MELT STRUT AND YOKE ASSEMBLY | | | 0110 607-28(IV) 10.000 EA | 80.00000 800.00| 75.00000 750.00| MELT SHORT BREAKAWAY POST | | | 0115 607-28(V) 20.000 EA | 40.00000 800.00| 50.00000 1000.00| MELT WOODEN BREAKAWAY LINE POST | | | 0120 607-29(A) 20.000 EA | 50.00000 1000.00| 80.00000 1600.00| BCT-11" RADIUS RETURN SECTION | | | 0125 607-30 2.000 EA | 225.00000 450.00| 290.00000 580.00| SPECIAL TRAILING END TERMINAL | | | 0130 607-31 2.000 EA | 1500.00000 3000.00| 2000.00000 4000.00| SPECIAL APPROACH END TERMINAL | | | 0135 607-31(A) 5.000 EA | 50.00000 250.00| 100.00000 500.00| 25FT RAIL ELEMENT | | | 0140 607-31(B) 5.000 EA | 300.00000 1500.00| 350.00000 1750.00| 25FT APPROACH RAIL ELEMENT | | | 0145 607-31(C) 5.000 EA | 50.00000 250.00| 25.00000 125.00| NOSE COVER | | | 0150 607-31(D) 2.000 EA | 10.00000 20.00| 100.00000 200.00| STRUT (2000) | | | 0155 607-35 200.000 EA | 150.00000 30000.00| 125.00000 25000.00| GUARDRAIL ELEMENT | | | 0160 607-36 10.000 EA | 20.00000 200.00| 30.00000 300.00| END SHOE FOR CUT TERMINALS AND BRIDGE | | | CONNECTIONS | | | 0165 607-37 100.000 EA | 35.00000 3500.00| 50.00000 5000.00| BUFFER END SECTION | | | 0170 607-38 25.000 EA | 5.00000 125.00| 4.00000 100.00| STEEL GUARDRAIL BLOCK | | | 0175 607-39 100.000 EA | 3.00000 300.00| 5.00000 500.00| TREATED WOOD BLOCK (6"X6"X14") | | | 0180 607-40 20.000 EA | 4.00000 80.00| 5.00000 100.00| TREATED WOOD BLOCK (8"X6"X14") | | | 0185 607-41 50.000 EA | 150.00000 7500.00| 125.00000 6250.00| CURVED RAIL ELEMENT (13'-6.5") | | | 0190 607-42 100.000 EA | 30.00000 3000.00| 35.00000 3500.00| STEEL POSTS (6') | | | 0195 607-43 25.000 EA | 35.00000 875.00| 40.00000 1000.00| STEEL POSTS (8') | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 017 -4 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 9817581 COUNTIES : DODDRIDGE HARRISON LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 04 MARION OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 25-1271209 |(2) 25-1000923 | |GREEN ACRES CONTRACTING COMP|PENN LINE SERVICE, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 607-44 25.000 EA | 15.00000 375.00| 30.00000 750.00| TREATED WOOD POST (6"X8"X6') | | | 0205 607-45 40.000 EA | 50.00000 2000.00| 40.00000 1600.00| TREATED WOOD POST (5.5"X7.5"X3'-8") | | | 0210 607-46 20.000 EA | 20.00000 400.00| 30.00000 600.00| TREATED WOOD POST, 7"ROUND X 6' | | | 0215 607-47 10.000 EA | 20.00000 200.00| 10.00000 100.00| TREATED WOOD POST, 10"X10"X6' | | | 0220 607-48 100.000 EA | 45.00000 4500.00| 45.00000 4500.00| STRUCTURE MOUNTED POST, ANCHORED | | | 0225 607-49 10.000 EA | 40.00000 400.00| 45.00000 450.00| STEEL POSTS (10') | | | 0230 636-27 275.000 SI | 150.00000 41250.00| 250.00000 68750.00| TRAFFIC CONTROL | | | SECTION TOTALS | $ 294,202.50| $ 321,330.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 294,202.50| $ 321,330.00| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 018 -1 VENDOR RANKING CALL ORDER : 018 CONTRACT ID : 9806202 COUNTIES : GILMER LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 07 CONTRACT DESCRIPTION : GILMER COUNTY INDUSTRIAL PARK TURNING LANE PROJECT(S) : U311-0005/00-022.85 00 LOCATION: 0.09 MI E CR 5/15 - CR 5/15 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0583614 CARL KELLY PAVING, INC. $ 60,586.25 100.0000% 2 34-0755286 OHIO VALLEY PAVING CORPORATION $ 70,791.33 116.8438% 3 55-0481221 MOUNTAINEER CONTRACTORS, INC. & SUBSIDIARY $ 76,810.00 126.7779% 4 55-0328627 J. F. ALLEN COMPANY $ 100,610.00 166.0607% 5 55-0663428 MEADOWS STONE & PAVING, INC. $ 127,134.50 209.8405% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 018 -2 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 9806202 COUNTIES : GILMER LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 55-0583614 |(2) 34-0755286 |(3) 55-0481221 |CARL KELLY PAVING, INC. |OHIO VALLEY PAVING CORPORATI|MOUNTAINEER CONTRACTORS, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 204-01 LUMP| 4415.41000 4415.41| 11000.00000 11000.00| 27906.75000 27906.75 MOBILIZATION | | | 0010 207-01 254.000 CY | 23.19000 5890.26| 34.80000 8839.20| 28.00000 7112.00 UNCLASSIFIED EXCAVATION | | | 0015 211-01 312.000 CY | 17.07000 5325.84| 43.10000 13447.20| 10.00000 3120.00 UNCLASSIFIED BORROW EXCAVATION | | | 0020 307-01 148.000 CY | 64.31000 9517.88| 63.25000 9361.00| 75.00000 11100.00 CLASS 1 AGGREGATE BASE COURSE | | | 0025 408-02 71.000 GA | 7.32000 519.72| 1.00000 71.00| 1.00000 71.00 BITUMINOUS MATERIAL | | | 0030 409-02 260.000 GA | 2.46000 639.60| 1.25000 325.00| 1.00000 260.00 BITUMINOUS MATERIAL | | | 0035 607-09-1 87.500 LF | 56.30000 4926.25| 28.50000 2493.75| 28.50000 2493.75 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0040 607-28-1 1.000 EA | 1251.03000 1251.03| 150.00000 150.00| 150.00000 150.00 M E L T REMOVE AND RESET | | | 0045 636-11 3750.000 UN | 1.46000 5475.00| 1.00000 3750.00| 0.01000 37.50 TRAFFIC CONTROL DEVICES | | | 0050 636-14 400.000 HR | 0.10000 40.00| 0.01000 4.00| 1.00000 400.00 FLAGGER | | | 0055 636-25(B) 400.000 DA | 2.35000 940.00| 2.00000 800.00| 0.01000 4.00 WARNING LIGHTS | | | 0060 639-01 LUMP| 1736.66000 1736.66| 2500.00000 2500.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKES | | | 0065 642-13 LUMP| 395.91000 395.91| 1000.00000 1000.00| 250.00000 250.00 TEMPORARY POLLUTION CONTROL | | | 0070 401-1(1)SG AA1 144.000 TN | 69.33000 9983.52| 50.84000 7320.96| 60.00000 8640.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0075 401-1(1)S AA2 131.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0080 402-01(1)SG BB1 89.000 TN | 84.40000 7511.60| 93.98000 8364.22| 100.00000 8900.00 HMA SKID PVT, (W-1) ST OR GR | | | 0085 402-01(1)S BB2 81.000 TN | | | HMA SKID PVT, (W-1) SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 018 -3 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 9806202 COUNTIES : GILMER LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 55-0583614 |(2) 34-0755286 |(3) 55-0481221 |CARL KELLY PAVING, INC. |OHIO VALLEY PAVING CORPORATI|MOUNTAINEER CONTRACTORS, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 58,568.68| $ 69,426.33| $ 75,445.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 PAVEMENT MARKINGS | | | 0090 663-01-1(II)W 900.000 LF | 0.52000 468.00| 0.35000 315.00| 0.35000 315.00 EDGE LINE, WHITE | | | 0095 663-02-1(II)W 40.000 LF | 2.94000 117.60| 2.00000 80.00| 2.00000 80.00 LANE LINE OR CENTERLINE, WHITE | | | 0100 663-03-1(II) 900.000 LF | 0.52000 468.00| 0.35000 315.00| 0.35000 315.00 BARRIER LINES | | | 0105 663-04(II) 150.000 LF | 1.03000 154.50| 0.70000 105.00| 0.70000 105.00 TYPE II CHANNELIZING LINES | | | 0110 663-07(II)Y 5.000 LF | 44.15000 220.75| 30.00000 150.00| 30.00000 150.00 TYPE II, STRIPE YELLOW (12") | | | 0115 663-10(V) 2.000 EA | 294.36000 588.72| 200.00000 400.00| 200.00000 400.00 TYPE V, LANE ARROWS | | | SECTION TOTALS | $ 2,017.57| $ 1,365.00| $ 1,365.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 60,586.25| $ 70,791.33| $ 76,810.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 018 -4 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 9806202 COUNTIES : GILMER LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 55-0663428 | |J. F. ALLEN COMPANY |MEADOWS STONE & PAVING, INC.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 204-01 LUMP| 21901.00000 21901.00| 5000.00000 5000.00| MOBILIZATION | | | 0010 207-01 254.000 CY | 50.00000 12700.00| 50.00000 12700.00| UNCLASSIFIED EXCAVATION | | | 0015 211-01 312.000 CY | 50.00000 15600.00| 50.00000 15600.00| UNCLASSIFIED BORROW EXCAVATION | | | 0020 307-01 148.000 CY | 75.00000 11100.00| 70.00000 10360.00| CLASS 1 AGGREGATE BASE COURSE | | | 0025 408-02 71.000 GA | 5.00000 355.00| 2.00000 142.00| BITUMINOUS MATERIAL | | | 0030 409-02 260.000 GA | 3.00000 780.00| 2.00000 520.00| BITUMINOUS MATERIAL | | | 0035 607-09-1 87.500 LF | 44.00000 3850.00| 45.00000 3937.50| TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0040 607-28-1 1.000 EA | 1000.00000 1000.00| 1000.00000 1000.00| M E L T REMOVE AND RESET | | | 0045 636-11 3750.000 UN | 2.00000 7500.00| 2.50000 9375.00| TRAFFIC CONTROL DEVICES | | | 0050 636-14 400.000 HR | 0.01000 4.00| 40.00000 16000.00| FLAGGER | | | 0055 636-25(B) 400.000 DA | 2.00000 800.00| 3.50000 1400.00| WARNING LIGHTS | | | 0060 639-01 LUMP| 2600.00000 2600.00| 5000.00000 5000.00| CONSTRUCTION LAYOUT STAKES | | | 0065 642-13 LUMP| 1000.00000 1000.00| 3500.00000 3500.00| TEMPORARY POLLUTION CONTROL | | | 0070 401-1(1)SG AA1 144.000 TN | 75.00000 10800.00| 150.00000 21600.00| HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0075 401-1(1)S AA2 131.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0080 402-01(1)SG BB1 89.000 TN | 100.00000 8900.00| 200.00000 17800.00| HMA SKID PVT, (W-1) ST OR GR | | | 0085 402-01(1)S BB2 81.000 TN | | | HMA SKID PVT, (W-1) SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 018 -5 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 9806202 COUNTIES : GILMER LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 |(5) 55-0663428 | |J. F. ALLEN COMPANY |MEADOWS STONE & PAVING, INC.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 98,890.00| $ 123,934.50| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 PAVEMENT MARKINGS | | | 0090 663-01-1(II)W 900.000 LF | 0.40000 360.00| 0.80000 720.00| EDGE LINE, WHITE | | | 0095 663-02-1(II)W 40.000 LF | 2.50000 100.00| 4.50000 180.00| LANE LINE OR CENTERLINE, WHITE | | | 0100 663-03-1(II) 900.000 LF | 0.40000 360.00| 0.75000 675.00| BARRIER LINES | | | 0105 663-04(II) 150.000 LF | 1.00000 150.00| 1.50000 225.00| TYPE II CHANNELIZING LINES | | | 0110 663-07(II)Y 5.000 LF | 50.00000 250.00| 80.00000 400.00| TYPE II, STRIPE YELLOW (12") | | | 0115 663-10(V) 2.000 EA | 250.00000 500.00| 500.00000 1000.00| TYPE V, LANE ARROWS | | | SECTION TOTALS | $ 1,720.00| $ 3,200.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 100,610.00| $ 127,134.50| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 020 -1 VENDOR RANKING CALL ORDER : 020 CONTRACT ID : 9709717 COUNTIES : WAYNE LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : LOST CREEK BEAM SPAN BRIDGE #2336.2 PROJECT(S) : S350-0052/00-037.47 00 00NH 0052 152 E LOCATION: OVER LOST CREEK, 0.79 MILES E CR 29/03 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 34-0796028 TRI-STATE STEEL CONSTRUCTION, INC. $ 82,296.75 100.0000% 2 31-1316393 AHERN & ASSOCIATES, INC. $ 156,479.50 190.1405% 3 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 246,075.25 299.0096% 4 55-0602314 WISEMAN CONSTRUCTION COMPANY, INC. $ 263,586.25 320.2875% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 020 -2 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 9709717 COUNTIES : WAYNE LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 02 SET-ASIDE : Standard ==================================================================================================================================== |(1) 34-0796028 |(2) 31-1316393 |(3) 55-0487806 |TRI-STATE STEEL CONSTRUCTION|AHERN & ASSOCIATES, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RETROFIT FATIGUE CRACKED BEAMS | | | 0005 204-01 LUMP| 8000.00000 8000.00| 11800.00000 11800.00| 30000.00000 30000.00 MOBILIZATION | | | 0010 615-15(A) 20.000 EA | 1025.00000 20500.00| 2000.00000 40000.00| 2850.00000 57000.00 GIRDER REPAIR RETROFIT | | | 0015 615-15(B) 30.000 EA | 1360.00000 40800.00| 2400.00000 72000.00| 3975.00000 119250.00 GIRDER REPAIR RETROFIT | | | 0020 636-11 2945.000 UN | 1.15000 3386.75| 1.10000 3239.50| 1.05000 3092.25 TRAFFIC CONTROL DEVICES | | | 0025 636-12 2.000 EA | 270.00000 540.00| 250.00000 500.00| 330.00000 660.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICES | | | 0030 636-13 10.000 EA | 11.00000 110.00| 10.00000 100.00| 3.30000 33.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICES | | | 0035 636-14 800.000 HR | 10.00000 8000.00| 35.00000 28000.00| 44.00000 35200.00 FLAGGER | | | 0040 636-25(B) 480.000 DA | 2.00000 960.00| 1.75000 840.00| 1.75000 840.00 WARNING LIGHTS | | | SECTION TOTALS | $ 82,296.75| $ 156,479.50| $ 246,075.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 82,296.75| $ 156,479.50| $ 246,075.25 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 020 -3 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 9709717 COUNTIES : WAYNE LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 02 SET-ASIDE : Standard ==================================================================================================================================== |(4) 55-0602314 | | |WISEMAN CONSTRUCTION COMPANY| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RETROFIT FATIGUE CRACKED BEAMS | | | 0005 204-01 LUMP| 126250.00000 126250.00| | MOBILIZATION | | | 0010 615-15(A) 20.000 EA | 1720.00000 34400.00| | GIRDER REPAIR RETROFIT | | | 0015 615-15(B) 30.000 EA | 2320.00000 69600.00| | GIRDER REPAIR RETROFIT | | | 0020 636-11 2945.000 UN | 1.25000 3681.25| | TRAFFIC CONTROL DEVICES | | | 0025 636-12 2.000 EA | 290.00000 580.00| | CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICES | | | 0030 636-13 10.000 EA | 11.50000 115.00| | CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICES | | | 0035 636-14 800.000 HR | 35.00000 28000.00| | FLAGGER | | | 0040 636-25(B) 480.000 DA | 2.00000 960.00| | WARNING LIGHTS | | | SECTION TOTALS | $ 263,586.25| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 263,586.25| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 021 -1 VENDOR RANKING CALL ORDER : 021 CONTRACT ID : 9816881 COUNTIES : WETZEL LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : BENJAMIN DRIVE PROJECT(S) : X352-0002/08-000.00 00 LOCATION: WV 2 TO 0.3 MILE E JCT WV2 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0601828 KLUG BROS., INC. $ 73,733.80 100.0000% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 021 -2 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 9816881 COUNTIES : WETZEL LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 06 SET-ASIDE : Standard ==================================================================================================================================== |(1) 55-0601828 | | |KLUG BROS., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0005 207-01 484.000 CY | 19.98000 9670.32| | UNCLASSIFIED EXCAVATION | | | 0010 229-01 0.190 LM | 30226.68000 5743.07| | SHOULDERS AND DITCHES | | | 0015 408-02 446.000 GA | 1.28000 570.88| | BITUMINOUS MATERIAL | | | 0020 409-02 250.000 GA | 1.98000 495.00| | BITUMINOUS MATERIAL | | | 0025 604-01(15)A2 16.000 LF | 222.70000 3563.20| | METALLIC COATED CORRUGATED STEEL PIPE | | | 0030 605-15 4.000 EA | 698.98000 2795.92| | ADJUST EXISTING MANHOLE | | | 0035 605-19 5.000 EA | 999.35000 4996.75| | ADJUSTING TYPE B INLET | | | 0040 636-11 1012.000 UN | 1.11000 1123.32| | TRAFFIC CONTROL DEVICES | | | 0045 636-14 250.000 HR | 29.94000 7485.00| | FLAGGER | | | 0050 670-23 3.000 EA | 619.59000 1858.77| | ADJUSTING VALVE BOX | | | 0055 307-01SG AA1 246.000 TN | 29.44000 7242.24| | CLASS 1 AGGREGATE BASE COURSE STONE OR | | | GRAVEL | | | 0060 307-01S AA2 241.000 TN | | | CLASS 1 AGGREGATE BASE COURSE SLAG | | | 0065 308-01SG BB1 65.000 TN | 28.78000 1870.70| | CLASS 1 AGGREGATE, STONE OR GRAVEL | | | 0070 308-01S BB2 64.000 TN | | | CLASS 1 AGGREGATE, SLAG | | | 0075 407-1(2)SG CC1 173.000 TN | 45.96000 7951.08| | HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0080 407-1(2)S CC2 157.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0085 407-2(3)SG DD1 245.000 TN | 41.77000 10233.65| | HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0090 407-2(3)S DD2 233.000 TN | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 021 -3 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 9816881 COUNTIES : WETZEL LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 06 SET-ASIDE : Standard ==================================================================================================================================== |(1) 55-0601828 | | |KLUG BROS., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 407-7SG EE1 190.000 TN | 42.81000 8133.90| | SCRATCH COURSE, STONE OR GRAVEL | | | 0100 407-7S EE2 173.000 TN | | | SCRACTH COURSE, SLAG | | | SECTION TOTALS | $ 73,733.80| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 73,733.80| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 022 -1 VENDOR RANKING CALL ORDER : 022 CONTRACT ID : 9734330 COUNTIES : CLAY LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : VALLEY RIDGE ROAD PROJECT(S) : S308-0014/00-000.00 00 LOCATION: CR 20 - ROANE COOUNTY LINE 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 157,326.76 100.0000% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 022 -2 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 9734330 COUNTIES : CLAY LETTING DATE : 08/04/98 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 RESURFACING | | | 0005 408-02 1200.000 GA | 1.25000 1500.00| | BITUMINOUS MATERIAL | | | 0010 636-11 7176.000 UN | 0.01000 71.76| | TRAFFIC CONTROL DEVICES | | | 0015 636-14 120.000 HR | 41.00000 4920.00| | FLAGGER | | | 0020 308-01SG AA1 1210.000 TN | 20.70000 25047.00| | CLASS 1 AGGREGATE, STONE OR GRAVEL | | | 0025 308-01S AA2 1090.000 TN | | | CLASS 1 AGGREGATE, SLAG | | | 0030 407-1(2)SG BB1 3280.000 TN | 38.35000 125788.00| | HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0035 407-1(2)S BB2 2955.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | SECTION TOTALS | $ 157,326.76| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 157,326.76| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 023 -1 VENDOR RANKING CALL ORDER : 023 CONTRACT ID : 9702424 COUNTIES : FAYETTE LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 09 CONTRACT DESCRIPTION : JODIE - RICH CREEK ROAD +1 PROJECT(S) : S310-0060/03-008.65 00 LOCATION: CR 60/3-BG: 0.01 MI S CR 60/21 END: 0.99 MI N CR 39/1 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 149,913.12 100.0000% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 023 -2 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 9702424 COUNTIES : FAYETTE LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 | | |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0005 207-01 465.000 CY | 14.50000 6742.50| | UNCLASSIFIED EXCAVATION | | | 0010 408-02 540.000 GA | 0.83000 448.20| | BITUMINOUS MATERIAL | | | 0015 409-02 625.000 GA | 0.83000 518.75| | BITUMINOUS MATERIAL | | | 0020 605-12 1.000 EA | 1200.00000 1200.00| | ADJUSTING MISCELLANEOUS TYPE INLETS | | | 0025 636-11 4117.000 UN | 0.61000 2511.37| | TRAFFIC CONTROL DEVICES | | | 0030 636-14 120.000 HR | 35.00000 4200.00| | FLAGGER | | | 0035 308-01SG AA1 600.000 TN | 19.50000 11700.00| | CLASS 1 AGGREGATE, STONE OR GRAVEL | | | 0040 308-01S AA2 546.000 TN | | | CLASS 1 AGGREGATE, SLAG | | | 0045 308-08SG BB1 1105.000 TN | 21.80000 24089.00| | CLASS 8 AGGREGATE STONE OR GRAVEL | | | 0050 308-08S BB2 1000.000 TN | | | CLASS 8 AGGREGATE, SLAG | | | 0055 401-1(1)SG CC1 415.000 TN | 43.84000 18193.60| | HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0060 401-1(1)S CC2 377.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0065 407-1(2)SG DD1 655.000 TN | 44.37000 29062.35| | HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0070 407-1(2)S DD2 596.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0075 407-2(1)SG EE1 1155.000 TN | 44.37000 51247.35| | HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0080 407-2(1)S EE2 1051.000 TN | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | SECTION TOTALS | $ 149,913.12| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 149,913.12| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 024 -1 VENDOR RANKING CALL ORDER : 024 CONTRACT ID : 9809223R1 COUNTIES : JACKSON LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : MT. ALTO TO COTTAGEVILLE ROAD PROJECT(S) : S318-0331/00-000.00 00 LOCATION: JCT WV 2 & US 33 TO JCT US 33 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0583614 CARL KELLY PAVING, INC. $ 298,045.14 100.0000% 2 55-0570769 WEST VIRGINIA PAVING, INC. $ 322,085.63 108.0660% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 024 -2 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 9809223R1 COUNTIES : JACKSON LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0583614 |(2) 55-0570769 | |CARL KELLY PAVING, INC. |WEST VIRGINIA PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0005 408-02 1457.000 GA | 1.26000 1835.82| 1.05000 1529.85| BITUMINOUS MATERIAL | | | 0010 415-01 2534.000 SY | 6.64000 16825.76| 5.00000 12670.00| REMOVE BITUMINOUS CONCRETE SURFACE | | | 0015 636-06 6.000 DA | 549.65000 3297.90| 700.00000 4200.00| PILOT TRUCK AND DRIVER | | | 0020 636-08 42388.000 LF | 0.17000 7205.96| 0.40000 16955.20| TEMPORARY PAVEMENT MARKINGS-PAINT 4" | | | SOLID LINE | | | 0025 636-11 5963.000 UN | 0.69000 4114.47| 0.01000 59.63| TRAFFIC CONTROL DEVICES | | | 0030 636-14 144.000 HR | 43.14000 6212.16| 44.00000 6336.00| FLAGGER | | | 0035 307-01SG AA1 1989.000 TN | 53.43000 106272.27| 50.00000 99450.00| CLASS 1 AGGREGATE BASE COURSE STONE OR | | | GRAVEL | | | 0040 307-01S AA2 1810.000 TN | | | CLASS 1 AGGREGATE BASE COURSE SLAG | | | 0045 308-01SG BB1 933.000 TN | 21.06000 19648.98| 25.15000 23464.95| CLASS 1 AGGREGATE, STONE OR GRAVEL | | | 0050 308-01S BB2 850.000 TN | | | CLASS 1 AGGREGATE, SLAG | | | 0055 407-1(2)SG CC1 410.000 TN | 69.47000 28482.70| 74.00000 30340.00| HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0060 407-1(2)S CC2 374.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0065 407-2(1)SG DD1 2824.000 TN | 36.88000 104149.12| 45.00000 127080.00| HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0070 407-2(1)S DD2 2570.000 TN | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | SECTION TOTALS | $ 298,045.14| $ 322,085.63| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 298,045.14| $ 322,085.63| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 025 -1 VENDOR RANKING CALL ORDER : 025 CONTRACT ID : 9728306R2 COUNTIES : JEFFERSON LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : CHARLES TOWN-HALLTOWN ROAD PROJECT(S) : S319-0340/00-009.38 00 0STP 0340 034 E00 LOCATION: CR 26 - 0.06 MI N CR 340/17 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0492296 JEFFERSON ASPHALT PRODUCTS COMPANY, INC. & SUBSIDIARY $ 2,056,317.15 100.0000% 2 58-1401472 APAC-VIRGINIA, INC. $ 2,165,329.01 105.3013% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 025 -2 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 9728306R2 COUNTIES : JEFFERSON LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 05 SET-ASIDE : Standard ==================================================================================================================================== |(1) 55-0492296 |(2) 58-1401472 | |JEFFERSON ASPHALT PRODUCTS C|APAC-VIRGINIA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 207-09 LUMP| 77500.00000 77500.00| 35000.00000 35000.00| UNCLASSIFIED EXCAVATION | | | 0010 207-34 6600.000 SY | 1.25000 8250.00| 5.35000 35310.00| FABRIC FOR SEPARATION | | | 0015 408-02 40110.000 GA | 0.01000 401.10| 0.85000 34093.50| BITUMINOUS MATERIAL | | | 0020 409-02 3105.000 GA | 0.01000 31.05| 2.00000 6210.00| BITUMINOUS MATERIAL | | | 0025 506-01 3760.000 SY | 120.00000 451200.00| 112.68000 423676.80| CONCRETE PAVEMENT REPAIR | | | 0030 605-09 1.000 EA | 3500.00000 3500.00| 2000.00000 2000.00| TYPE G INLET | | | 0035 607-09-1 10112.500 LF | 4.20000 42472.50| 4.50000 45506.25| TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0040 607-35 20.000 EA | 65.00000 1300.00| 43.80000 876.00| GUARDRAIL ELEMENT | | | 0045 607-39 200.000 EA | 5.50000 1100.00| 3.80000 760.00| TREATED WOOD BLOCK (6"X6"X14") | | | 0050 607-42 100.000 EA | 27.00000 2700.00| 26.50000 2650.00| STEEL POSTS (6') | | | 0055 607-43 50.000 EA | 32.00000 1600.00| 32.50000 1625.00| STEEL POSTS (8') | | | 0060 636-06 35.000 DA | 32.00000 1120.00| 325.00000 11375.00| PILOT TRUCK AND DRIVER | | | 0065 636-08 101000.000 LF | 0.40000 40400.00| 0.37000 37370.00| TEMPORARY PAVEMENT MARKINGS-PAINT 4" | | | SOLID LINE | | | 0070 636-11 76330.000 UN | 1.50000 114495.00| 1.20000 91596.00| TRAFFIC CONTROL DEVICES | | | 0075 636-14 720.000 HR | 32.00000 23040.00| 35.00000 25200.00| FLAGGER | | | 0080 636-17 725.000 LF | 15.00000 10875.00| 16.95000 12288.75| TEMPORARY CONCRETE BARRIERS | | | 0085 636-18 17400.000 LF | 5.00000 87000.00| 5.00000 87000.00| REMOVING AND RESETTING TEMPORARY | | | CONCRETE BARRIERS | | | 0090 636-21 130.000 DA | 30.00000 3900.00| 22.00000 2860.00| ELECTRIC ARROW | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 025 -3 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 9728306R2 COUNTIES : JEFFERSON LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 05 SET-ASIDE : Standard ==================================================================================================================================== |(1) 55-0492296 |(2) 58-1401472 | |JEFFERSON ASPHALT PRODUCTS C|APAC-VIRGINIA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 636-22 130.000 DA | 110.00000 14300.00| 105.00000 13650.00| CHANGABLE MESSAGE SIGN | | | 0100 636-25(C) 95000.000 DA | 0.55000 52250.00| 0.64000 60800.00| WARNING LIGHTS | | | 0105 640-02 LUMP| 8000.00000 8000.00| 10000.00000 10000.00| SMALL FIELD OFFICE AND STORAGE BUILDING | | | 0110 640-03 LUMP| 6000.00000 6000.00| 2500.00000 2500.00| BUILDING EQUIPMENT | | | 0115 663-01(II)W 8.500 MI | 850.00000 7225.00| 900.00000 7650.00| EDGE LINE WHITE | | | 0120 663-01(II)Y 8.500 MI | 850.00000 7225.00| 900.00000 7650.00| EDGE LINE YELLOW | | | 0125 663-02(II)W 2.150 MI | 950.00000 2042.50| 1010.00000 2171.50| LANE LINE OR CENTER LINE WHITE | | | 0130 636-02SG AA1 2500.000 TN | 6.00000 15000.00| 10.40000 26000.00| AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0135 636-02S AA2 2275.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | 0140 308-01SG BB1 5630.000 TN | 10.00000 56300.00| 12.85000 72345.50| CLASS 1 AGGREGATE, STONE OR GRAVEL | | | 0145 308-01S BB2 5067.000 TN | | | CLASS 1 AGGREGATE, SLAG | | | 0150 308-08SG CC1 4419.000 TN | 10.00000 44190.00| 12.45000 55016.55| CLASS 8 AGGREGATE STONE OR GRAVEL | | | 0155 308-08S CC2 4022.000 TN | | | CLASS 8 AGGREGATE, SLAG | | | 0160 401-1(1)SG DD1 913.000 TN | 40.00000 36520.00| 36.92000 33707.96| HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0165 401-1(1)S DD2 830.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0170 401-1(2)SG EE1 22476.000 TN | 25.00000 561900.00| 27.70000 622585.20| HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0175 401-1(2)S EE2 20443.160 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0180 401-3SG FF1 830.000 TN | 31.00000 25730.00| 31.00000 25730.00| HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | STONE OR GRAVEL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/12/98 PAGE : 025 -4 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 9728306R2 COUNTIES : JEFFERSON LETTING DATE : 08/04/98 10:00 A.M. DISTRICT : 05 SET-ASIDE : Standard ==================================================================================================================================== |(1) 55-0492296 |(2) 58-1401472 | |JEFFERSON ASPHALT PRODUCTS C|APAC-VIRGINIA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 401-3S FF2 748.000 TN | | | HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | SLAG | | | 0190 402-01(1)SG GG1 11250.000 TN | 31.00000 348750.00| 32.90000 370125.00| HMA SKID PVT, (W-1) ST OR GR | | | 0195 402-01(1)S GG2 10238.000 TN | | | HMA SKID PVT, (W-1) SLAG | | | SECTION TOTALS | $ 2,056,317.15| $ 2,165,329.01| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,056,317.15| $ 2,165,329.01| ====================================================================================================================================