1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : JAMES RUMSEY BRIDGE PROJECT(S) : S319-0480/00-005.64 03 0BRD 0480 010 E00 LOCATION: OVER POTOMAC RIVER & C&O CANAL, 0.27 MI N CO 5 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 25-1696132 BRAYMAN CONSTRUCTION CORPORATION $ 15,638,793.67 100.0000% 2 25-1466461 A & L, INC. $ 16,748,242.27 107.0942% 3 34-0420560 NATIONAL ENGINEERING & CONTRACTING COMPANY $ 16,938,904.40 108.3133% 4 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 18,470,262.21 118.1054% 5 25-0930077 JOSEPH B. FAY COMPANY $ 19,009,175.70 121.5514% 6 25-1355037 DICK CORPORATION $ 19,786,621.20 126.5226% 7 25-1100215 MOSITES CONSTRUCTION COMPANY $ 20,469,872.70 130.8916% 8 25-1021993 TRUMBULL CORPORATION $ 22,250,907.91 142.2802% 01-0206260 CIANBRO CORPORATION IRREGULAR 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 25-1696132 |(2) 25-1466461 |(3) 34-0420560 |BRAYMAN CONSTRUCTION CORPORA|A & L, INC. |NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 95000.00000 95000.00| 45600.00000 45600.00| 825000.00000 825000.00 CLEARING AND GRUBBING | | | 0006 203001-000 LUMP| 500.00000 500.00| 12600.00000 12600.00| 30000.00000 30000.00 DISMANTLING STRUCTURE ,REMOVAL OF | | | WATERLINE INTAKE | | | 0010 204001-000 LUMP| 450000.00000 450000.00| 400000.00000 400000.00| 520000.00000 520000.00 MOBILIZATION | | | 0015 206002-001 3729.000 SY | 15.00000 55935.00| 6.30000 23492.70| 11.50000 42883.50 BASE REINFORCEMENT GEOGRID, TYPE 3 | | | 0020 207001-001 15880.000 CY | 12.00000 190560.00| 14.00000 222320.00| 21.00000 333480.00 UNCLASSIFIED EXCAVATION | | | 0025 207002-000 1120.000 CY | 25.00000 28000.00| 27.30000 30576.00| 35.00000 39200.00 SUBGRADE | | | 0030 207034-000 12103.000 SY | 2.00000 24206.00| 1.15000 13918.45| 1.50000 18154.50 FABRIC FOR SEPARATION | | | 0035 211001-000 12382.000 CY | 17.00000 210494.00| 12.00000 148584.00| 22.00000 272404.00 UNCLASSIFIED BORROW EXCAVATION | | | 0036 211002-000 6665.000 CY | 10.00000 66650.00| 32.00000 213280.00| 28.00000 186620.00 ROCK BORROW EXCAVATION ,CAUSEWAY | | | 0037 211003-000 147.000 CY | 64.00000 9408.00| 41.00000 6027.00| 50.00000 7350.00 SELECT BORROW EXCAVATION ,STRUCTURAL | | | FILL | | | 0038 212002-000 12824.000 CY | 9.00000 115416.00| 15.50000 198772.00| 7.50000 96180.00 WET EXCAVATION ,CAUSEWAY | | | 0040 218003-000 3993.000 CY | 15.00000 59895.00| 264.00000 1054152.00| 110.00000 439230.00 GABION | | | 0045 307001-000 2486.000 CY | 39.00000 96954.00| 37.00000 91982.00| 42.00000 104412.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0050 307001-000 11199.000 CY | 12.00000 134388.00| 35.00000 391965.00| 27.00000 302373.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0051 408002-001 1072.000 GA | 3.00000 3216.00| 2.60000 2787.20| 2.50000 2680.00 BITUMINOUS MATERIAL | | | 0055 415005-001 200.000 SY | 23.00000 4600.00| 6.00000 1200.00| 15.00000 3000.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0060 502001-012 142.000 SY | 165.00000 23430.00| 153.00000 21726.00| 155.00000 22010.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0061 601002-001 53.000 CY | 250.00000 13250.00| 600.00000 31800.00| 140.00000 7420.00 CLASS B CONCRETE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 25-1696132 |(2) 25-1466461 |(3) 34-0420560 |BRAYMAN CONSTRUCTION CORPORA|A & L, INC. |NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 604002-020 91.000 LF | 34.00000 3094.00| 57.00000 5187.00| 80.00000 7280.00 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 TEMPORARY | | | 0064 604037-020 242.000 LF | 65.00000 15730.00| 74.00000 17908.00| 95.00000 22990.00 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0065 604050-006 417.000 LF | 25.00000 10425.00| 15.00000 6255.00| 26.00000 10842.00 8 INCH CORRUGATED POLYETHYLENE PIPE | | | 0066 604050-010 23.000 LF | 70.00000 1610.00| 30.00000 690.00| 65.00000 1495.00 12 INCH CORRUGATED POLYETHYLENE PIPE | | | 0067 604054-020 66.000 LF | 800.00000 52800.00| 367.00000 24222.00| 650.00000 42900.00 24 INCH JACKED CONDUIT, REINFORCED | | | CONCRETE PIPE, CLASS IV | | | 0068 604057-024 473.000 LF | 42.00000 19866.00| 53.00000 25069.00| 66.00000 31218.00 36 INCH PRECOATED GALVANIZED STEEL PIPE,| | | B2 | | | 0070 605001-001 6.000 EA | 3000.00000 18000.00| 3800.00000 22800.00| 4500.00000 27000.00 TYPE A MANHOLE | | | 0075 605003-001 2.000 EA | 2200.00000 4400.00| 2500.00000 5000.00| 2500.00000 5000.00 TYPE A INLET | | | 0080 605004-001 10.000 EA | 2300.00000 23000.00| 2300.00000 23000.00| 2500.00000 25000.00 TYPE B INLET | | | 0081 605004-001 12.000 EA | 1000.00000 12000.00| 1256.00000 15072.00| 1750.00000 21000.00 TYPE B INLET ,MODIFIED | | | 0085 605009-001 16.000 EA | 1800.00000 28800.00| 2045.00000 32720.00| 2400.00000 38400.00 TYPE G INLET | | | 0090 605012-001 2.000 EA | 1000.00000 2000.00| 1142.00000 2284.00| 700.00000 1400.00 ADJUST INLET TYPE G | | | 0095 605015-001 1.000 EA | 1000.00000 1000.00| 1075.00000 1075.00| 950.00000 950.00 ADJUST MANHOLE TYPE A | | | 0100 606020-001 1714.000 LF | 12.00000 20568.00| 12.00000 20568.00| 16.00000 27424.00 AGGREGATE FILLED FABRIC UNDERDRAIN, 18 | | | INCH | | | 0101 606025-004 1714.000 LF | 5.50000 9427.00| 1.10000 1885.40| 4.00000 6856.00 6 INCH UNDERDRAIN PIPE | | | 0105 606030-001 250.000 LF | 17.00000 4250.00| 12.00000 3000.00| 33.00000 8250.00 OUTLET PIPE | | | 0106 607010-020 742.000 LF | 5.00000 3710.00| 3.25000 2411.50| 1.50000 1113.00 GUARDRAIL REMOVAL | | | 0130 608001-004 400.000 LF | 25.00000 10000.00| 19.00000 7600.00| 24.00000 9600.00 5 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 25-1696132 |(2) 25-1466461 |(3) 34-0420560 |BRAYMAN CONSTRUCTION CORPORA|A & L, INC. |NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0135 608005-001 1.000 EA | 2500.00000 2500.00| 892.00000 892.00| 800.00000 800.00 VEHICULAR GATE, CHAIN LINK | | | 0136 608005-001 8.000 EA | 850.00000 6800.00| 1338.00000 10704.00| 800.00000 6400.00 VEHICULAR GATE, CHAIN LINK ,CONTRACTOR | | | ACCESS ROAD | | | 0140 609001-001 797.000 SY | 50.00000 39850.00| 58.00000 46226.00| 40.00000 31880.00 CONCRETE SIDEWALK | | | 0145 609001-001 489.000 SY | 60.00000 29340.00| 62.00000 30318.00| 55.00000 26895.00 CONCRETE SIDEWALK ,FOOT TRAIL 5" THICK | | | EXPOSED AGGREGATE SURFACE | | | 0150 609002-001 143.000 CY | 70.00000 10010.00| 55.00000 7865.00| 110.00000 15730.00 BED COURSE MATERIAL | | | 0155 610003-001 2512.000 LF | 36.00000 90432.00| 24.00000 60288.00| 26.00000 65312.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I | | | 0160 610003-004 50.000 LF | 36.00000 1800.00| 30.00000 1500.00| 26.00000 1300.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE IV | | | 0165 610021-001 950.000 LF | 80.00000 76000.00| 120.00000 114000.00| 70.00000 66500.00 SINGLE FACED BARRIER ,TYPE A | | | 0170 610021-001 461.000 LF | 85.00000 39185.00| 130.00000 59930.00| 68.00000 31348.00 SINGLE FACED BARRIER ,TYPE B | | | 0175 610021-001 84.000 LF | 110.00000 9240.00| 146.00000 12264.00| 160.00000 13440.00 SINGLE FACED BARRIER ,TYPE C | | | 0176 610021-001 66.000 LF | 120.00000 7920.00| 116.00000 7656.00| 85.00000 5610.00 SINGLE FACED BARRIER ,TYPE D | | | 0177 622002-001 11.000 MF | 3000.00000 33000.00| 7350.00000 80850.00| 5250.00000 57750.00 TREATED LUMBER AND TIMBER ,FOR PARKING | | | LOTS GUARDRAIL | | | 0180 633001-001 252.000 SY | 65.00000 16380.00| 68.00000 17136.00| 85.00000 21420.00 CONCRETE GUTTER | | | 0190 636007-001 6500.000 LF | 0.65000 4225.00| 0.70000 4550.00| 0.65000 4225.00 ERADICATION OF PAVEMENT MARKING | | | 0195 636008-001 17700.000 LF | 0.20000 3540.00| 0.20000 3540.00| 0.20000 3540.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0200 636011-001 12690.000 UN | 0.85000 10786.50| 0.90000 11421.00| 0.75000 9517.50 TRAFFIC CONTROL DEVICE | | | 0205 636012-010 4.000 EA | 350.00000 1400.00| 315.00000 1260.00| 300.00000 1200.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 25-1696132 |(2) 25-1466461 |(3) 34-0420560 |BRAYMAN CONSTRUCTION CORPORA|A & L, INC. |NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0210 636013-001 540.000 EA | 6.00000 3240.00| 3.15000 1701.00| 3.00000 1620.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0215 636014-001 800.000 HR | 36.00000 28800.00| 43.00000 34400.00| 40.00000 32000.00 FLAGGER | | | 0216 636014-001 700.000 HR | 36.00000 25200.00| 43.00000 30100.00| 40.00000 28000.00 FLAGGER ,FOR PEDESTRIAN CROSSING UNDER | | | BRIDGE | | | 0220 636017-001 1300.000 LF | 35.00000 45500.00| 16.00000 20800.00| 30.00000 39000.00 TEMPORARY CONCRETE BARRIER | | | 0225 636018-001 2000.000 LF | 5.00000 10000.00| 3.30000 6600.00| 4.00000 8000.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0227 636024-001 235.000 LF | 45.00000 10575.00| 49.00000 11515.00| 60.00000 14100.00 TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0230 636025-001 3650.000 DA | 1.00000 3650.00| 1.20000 4380.00| 1.15000 4197.50 WARNING LIGHTS, TYPE B | | | 0235 636025-001 12000.000 DA | 0.50000 6000.00| 0.50000 6000.00| 0.45000 5400.00 WARNING LIGHTS, TYPE C | | | 0240 637001-001 40.000 MG | 50.00000 2000.00| 35.00000 1400.00| 40.00000 1600.00 WATER FOR DUST PALLIATIVE | | | 0245 638002-001 10.000 EA | 50.00000 500.00| 24.00000 240.00| 270.00000 2700.00 RIGHT OF WAY MARKER | | | 0250 639001-001 LUMP| 5000.00000 5000.00| 119560.00000 119560.00| 60000.00000 60000.00 CONSTRUCTION LAYOUT STAKE | | | 0255 640002-001 18.000 MO | 2000.00000 36000.00| 3600.00000 64800.00| 2500.00000 45000.00 LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0260 640003-001 LUMP| 8500.00000 8500.00| 5000.00000 5000.00| 4000.00000 4000.00 BUILDING EQUIPMENT | | | 0265 642004-001 351.000 LB | 8.00000 2808.00| 1.05000 368.55| 8.00000 2808.00 SEED MIXTURE, TEMPORARY | | | 0270 642004-002 136.000 LB | 6.00000 816.00| 5.20000 707.20| 6.00000 816.00 SEED MIXTURE, B | | | 0275 642004-003 42.000 LB | 15.00000 630.00| 26.00000 1092.00| 14.00000 588.00 SEED MIXTURE, D | | | 0277 642005-002 2.000 TN | 4850.00000 9700.00| 2625.00000 5250.00| 4800.00000 9600.00 MULCH, WOOD CELLULOSE FIBER | | | 0280 642006-001 2.000 TN | 3500.00000 7000.00| 866.00000 1732.00| 3600.00000 7200.00 FERTILIZER | | | 0285 642010-001 13.000 TN | 62.00000 806.00| 78.00000 1014.00| 60.00000 780.00 AGRICULTURAL LIMESTONE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 25-1696132 |(2) 25-1466461 |(3) 34-0420560 |BRAYMAN CONSTRUCTION CORPORA|A & L, INC. |NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 642011-001 108.000 EA | 8.00000 864.00| 7.40000 799.20| 13.00000 1404.00 HAY OR STRAW BALE | | | 0295 642012-001 2779.000 LF | 5.00000 13895.00| 2.65000 7364.35| 3.40000 9448.60 SILT FENCE | | | 0297 642045-001 1085.000 SY | 45.00000 48825.00| 16.00000 17360.00| 20.00000 21700.00 TURBIDITY CURTAIN, | | | 0298 651001-001 110.000 CY | 75.00000 8250.00| 28.00000 3080.00| 26.00000 2860.00 FURNISHING AND PLACING TOPSOIL | | | 0300 652001-001 16.000 TN | 62.00000 992.00| 78.00000 1248.00| 60.00000 960.00 AGRICULTURAL LIMESTONE | | | 0305 652002-001 13.000 TN | 285.00000 3705.00| 525.00000 6825.00| 280.00000 3640.00 FERTILIZER, 10-20-10 | | | 0310 652003-001 598.000 LB | 8.00000 4784.00| 5.25000 3139.50| 8.00000 4784.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0315 652003-002 508.000 LB | 12.00000 6096.00| 9.45000 4800.60| 12.00000 6096.00 SEED MIXTURE, D | | | 0320 652004-001 10.000 TN | 1200.00000 12000.00| 1234.00000 12340.00| 1200.00000 12000.00 STRAW OR HAY MULCH | | | 0325 655001-001 433.000 SY | 2.00000 866.00| 1.80000 779.40| 1.70000 736.10 MATTING | | | 0326 655002-001 1476.000 SY | 7.00000 10332.00| 8.10000 11955.60| 6.30000 9298.80 PERMANENT EROSION MATTING, TYPE B | | | 0327 664001-008 5.000 EA | 6000.00000 30000.00| 5200.00000 26000.00| 5000.00000 25000.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 0328 664001-009 4.000 EA | 2000.00000 8000.00| 1000.00000 4000.00| 2100.00000 8400.00 REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 0329 672002-003 2.000 EA | 2500.00000 5000.00| 2992.00000 5984.00| 1200.00000 2400.00 SITE FURNISHINGS, PORTABLE TOILETS, | | | HANDICAPPED TYPE | | | 0330 672002-003 2.000 EA | 1000.00000 2000.00| 1300.00000 2600.00| 1100.00000 2200.00 SITE FURNISHINGS, PORTABLE TOILETS | | | 0331 672002-003 3.000 EA | 400.00000 1200.00| 2400.00000 7200.00| 1100.00000 3300.00 SITE FURNISHINGS, PARK BENCHES | | | 0332 673001-001 LUMP| 40000.00000 40000.00| 48000.00000 48000.00| 45000.00000 45000.00 INSTALL UTILITY CONDUIT SYSTEM, ELECTRIC| | | 0333 673001-001 LUMP| 50000.00000 50000.00| 54000.00000 54000.00| 52000.00000 52000.00 INSTALL UTILITY CONDUIT SYSTEM, | | | TELEPHONE | | | 0334 681001-001 LUMP| 18000.00000 18000.00| 10200.00000 10200.00| 25000.00000 25000.00 ASBESTOS ABATEMENT, NUMBER 01 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 25-1696132 |(2) 25-1466461 |(3) 34-0420560 |BRAYMAN CONSTRUCTION CORPORA|A & L, INC. |NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0335 401001-001 AA1 4250.000 TN | 47.00000 199750.00| 47.00000 199750.00| 45.00000 191250.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0340 401001-002 AA2 3867.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0345 401007-001 BB1 171.000 TN | 48.00000 8208.00| 48.00000 8208.00| 46.00000 7866.00 MARSHALL SCRATCH COURSE, STONE OR GRAVEL| | | 0350 401007-002 BB2 156.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0355 402001-001 CC1 1096.000 TN | 50.00000 54800.00| 54.00000 59184.00| 52.00000 56992.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0360 402001-002 CC2 998.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | 0364 604037-012 DC1 23.000 LF | 60.00000 1380.00| | 15 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0365 604038-012 DC1 2.000 EA | 650.00000 1300.00| | 15 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0366 604076-012 DC2 23.000 LF | | 27.00000 621.00| 43.00000 989.00 15 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B2 | | | 0367 604009-012 DC2 2.000 EA | | 305.00000 610.00| 350.00000 700.00 15 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0370 604037-016 DD2 2354.000 LF | 60.00000 141240.00| | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0371 604038-016 DD2 1.000 EA | 700.00000 700.00| | 18 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0375 604076-016 DD3 2354.000 LF | | 44.00000 103576.00| 76.00000 178904.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B2 | | | 0376 604009-016 DD3 1.000 EA | | 406.00000 406.00| 425.00000 425.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 25-1696132 |(2) 25-1466461 |(3) 34-0420560 |BRAYMAN CONSTRUCTION CORPORA|A & L, INC. |NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0395 636002-001 FF1 100.000 TN | 75.00000 7500.00| 20.00000 2000.00| 25.00000 2500.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0400 636002-002 FF2 91.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 3,091,402.50| $ 4,516,619.65| $ 4,847,245.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 STORM WATER MANAGEMENT MD | | | 0403 207034-000 225.000 SY | 2.00000 450.00| 1.25000 281.25| 4.00000 900.00 FABRIC FOR SEPARATION , FILTER CLOTH | | | FOR DRY SWALE | | | 0404 211003-000 36.000 CY | 90.00000 3240.00| 24.00000 864.00| 65.00000 2340.00 SELECT BORROW EXCAVATION , PERMEABLE | | | SOIL FOR DRY SWALE | | | 0405 218007-000 300.000 SY | 6.00000 1800.00| 1.80000 540.00| 10.00000 3000.00 FABRIC FOR EROSION CONTROL ,HDPE 30 MIL | | | LINER | | | 0410 606020-001 270.000 LF | 17.00000 4590.00| 40.00000 10800.00| 12.00000 3240.00 AGGREGATE FILLED FABRIC UNDERDRAIN, ,24 | | | INCH DIAPHRAGM | | | 0415 606025-002 210.000 LF | 40.00000 8400.00| 0.70000 147.00| 12.00000 2520.00 4 INCH UNDERDRAIN PIPE ,PERFORATED | | | 0440 639001-001 LUMP| 5000.00000 5000.00| 1692.00000 1692.00| 2500.00000 2500.00 CONSTRUCTION LAYOUT STAKE | | | 0441 651001-001 5.000 CY | 55.00000 275.00| 25.00000 125.00| 37.00000 185.00 FURNISHING AND PLACING TOPSOIL | | | SECTION TOTALS | $ 23,755.00| $ 14,449.25| $ 14,685.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 EROSION AND SEDIMENT CONTROL MD | | | 0450 207034-000 685.000 SY | 1.00000 685.00| 1.25000 856.25| 3.40000 2329.00 FABRIC FOR SEPARATION ,STABILIZED | | | CONSTRUCTION ENTRANCE | | | 0455 642001-001 250.000 LF | 21.00000 5250.00| 2.30000 575.00| 16.00000 4000.00 TEMPORARY BERM ,EARTH DIKE TYPE A-2 | | | 0456 642002-001 105.000 LF | 10.00000 1050.00| 15.60000 1638.00| 16.00000 1680.00 SLOPE DRAIN | | | 0460 642007-001 35.000 SY | 14.00000 490.00| 2.00000 70.00| 1.80000 63.00 FIBER MATTING ,OUTFALL PROTECTION | | | MATTING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 25-1696132 |(2) 25-1466461 |(3) 34-0420560 |BRAYMAN CONSTRUCTION CORPORA|A & L, INC. |NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0465 642012-001 410.000 LF | 5.00000 2050.00| 2.60000 1066.00| 3.50000 1435.00 SILT FENCE | | | 0470 642012-001 2685.000 LF | 8.00000 21480.00| 8.90000 23896.50| 10.00000 26850.00 SILT FENCE ,SUPER SILT FENCE | | | 0475 642012-001 680.000 LF | 4.00000 2720.00| 3.15000 2142.00| 3.00000 2040.00 SILT FENCE ,TREE PROTECTION FENCE | | | 0480 642040-001 19.000 EA | 250.00000 4750.00| 504.00000 9576.00| 125.00000 2375.00 INLET PROTECTION, AT GRADE | | | 0485 642040-001 25.000 EA | 250.00000 6250.00| 600.00000 15000.00| 350.00000 8750.00 INLET PROTECTION, STANDARD | | | 0495 642050-001 1.000 EA | 5000.00000 5000.00| 420.00000 420.00| 1400.00000 1400.00 DEWATERING DEVICE ,PORTABLE SEDIMENT | | | TANK | | | 0500 642050-001 1.000 EA | 3500.00000 3500.00| 960.00000 960.00| 1300.00000 1300.00 DEWATERING DEVICE ,SUMP PIT | | | 0505 307005-001 SS1 365.000 TN | 30.00000 10950.00| 15.00000 5475.00| 30.00000 10950.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 9, STABLIZED CONSTRUCTION ENTRANCE| | | 0506 307005-002 SS2 332.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 9, | | | STABILIZED CONSTRUCTION ENTRANCE | | | SECTION TOTALS | $ 64,175.00| $ 61,674.75| $ 63,172.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 SIGNING & PAVEMENT MARKINGS | | | 0508 657005-001 163.000 LF | 6.00000 978.00| 5.00000 815.00| 10.00000 1630.00 WOOD SUPPORT, 4 INCH X 6 INCH | | | 0509 657006-005 39.000 LF | 49.00000 1911.00| 49.00000 1911.00| 47.00000 1833.00 W6X12, A-441 SUPPORT, GALVANIZED | | | 0510 657008-001 119.000 LF | 7.00000 833.00| 7.10000 844.90| 6.75000 803.25 2.00 LB CHANNEL POST | | | 0515 657010-001 279.000 LF | 7.00000 1953.00| 6.80000 1897.20| 6.50000 1813.50 3.00 LB CHANNEL POST | | | 0519 657017-001 14.400 CY | 900.00000 12960.00| 1034.00000 14889.60| 800.00000 11520.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0521 657025-001 104.000 LF | 9.00000 936.00| 5.00000 520.00| 8.00000 832.00 SQUARE TUBULAR SUPPORT, 2"X2"X1/8", NPS | | | SPECIAL SIGN SUPPORT | | | 0522 657025-001 336.000 LF | 10.00000 3360.00| 6.00000 2016.00| 10.00000 3360.00 SQUARE TUBULAR SUPPORT, 2"X3"X1/8", NPS | | | SPECIAL SIGN SUPPORT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 25-1696132 |(2) 25-1466461 |(3) 34-0420560 |BRAYMAN CONSTRUCTION CORPORA|A & L, INC. |NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0525 661001-001 138.000 SF | 15.00000 2070.00| 15.00000 2070.00| 14.00000 1932.00 0.080 IN FLAT SHEET SIGN | | | 0526 661001-001 232.000 SF | 21.00000 4872.00| 20.00000 4640.00| 60.00000 13920.00 0.080 IN FLAT SHEET SIGN , NPS SPECIAL | | | SIGNS | | | 0530 661011-001 1.000 EA | 2200.00000 2200.00| 2394.00000 2394.00| 2250.00000 2250.00 INSTALLATION OF REUSABLE SIGN | | | 0535 663001-004 7439.000 LF | 0.15000 1115.85| 0.15000 1115.85| 0.15000 1115.85 EDGE LINE, TYPE II ,WHITE | | | 0540 663001-004 335.000 LF | 0.50000 167.50| 0.55000 184.25| 0.50000 167.50 EDGE LINE, TYPE II ,BLUE | | | 0550 663003-005 5960.000 LF | 0.15000 894.00| 0.15000 894.00| 0.15000 894.00 BARRIER LINE, TYPE II | | | 0560 663005-010 55.000 LF | 11.00000 605.00| 11.00000 605.00| 11.00000 605.00 STOP LINE, TYPE V (24") | | | 0563 663007-004 604.000 LF | 0.75000 453.00| 0.80000 483.20| 0.75000 453.00 STRIPE, TYPE II ,WHITE (12") | | | 0565 663007-004 414.000 LF | 2.00000 828.00| 1.80000 745.20| 1.75000 724.50 STRIPE, TYPE II ,BLUE (12") | | | 0570 663009-015 6.000 EA | 100.00000 600.00| 102.00000 612.00| 100.00000 600.00 HANDICAPPED SYMBOL, TYPE 5 | | | 0575 663010-010 3.000 EA | 150.00000 450.00| 157.00000 471.00| 150.00000 450.00 LANE ARROW, TYPE V | | | SECTION TOTALS | $ 37,186.35| $ 37,108.20| $ 44,903.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 SEWER LINE FORCEMAIN INSTALLATION | | | 0580 639001-001 LUMP| 1.00000 1.00| 2068.00000 2068.00| 3000.00000 3000.00 CONSTRUCTION LAYOUT STAKE | | | 0585 675007-018 1200.000 LF | 40.00000 48000.00| 23.00000 27600.00| 50.00000 60000.00 4 INCH PLASTIC SEWER PIPE HDPE | | | 0590 675025-001 1.000 EA | 125000.00000 125000.00| 36935.00000 36935.00| 33000.00000 33000.00 SPECIAL STRUCTURE | | | SECTION TOTALS | $ 173,001.00| $ 66,603.00| $ 96,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 WALL A | | | 0593 212001-000 575.000 CY | 45.00000 25875.00| 20.60000 11845.00| 125.00000 71875.00 STRUCTURE EXCAVATION | | | 0594 212010-001 790.000 SF | 135.00000 106650.00| 30.00000 23700.00| 70.00000 55300.00 SHORING, WALL A | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 25-1696132 |(2) 25-1466461 |(3) 34-0420560 |BRAYMAN CONSTRUCTION CORPORA|A & L, INC. |NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0595 601002-001 100.000 CY | 334.00000 33400.00| 388.00000 38800.00| 320.00000 32000.00 CLASS B CONCRETE | | | 0605 602002-001 34866.000 LB | 0.75000 26149.50| 0.85000 29636.10| 0.80000 27892.80 EPOXY COATED REINFORCING STEEL BAR | | | 0610 614001-159 750.000 LF | 145.00000 108750.00| 100.00000 75000.00| 205.00000 153750.00 W14X176 STEEL PILE | | | 0615 639001-001 LUMP| 5000.00000 5000.00| 6159.00000 6159.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKE | | | 0620 626002-001 GG1 1680.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0625 626002-002 GG2 1680.000 SF | 28.00000 47040.00| 40.00000 67200.00| 24.00000 40320.00 MSE RETAINING WALL, REINFORCED EARTH | | | 0630 626002-003 GG3 1680.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0635 626002-004 GG4 1680.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 0636 626002-005 GG5 1680.000 SF | | | MSE RETAINING WALL, ARES | | | SECTION TOTALS | $ 352,864.50| $ 252,340.10| $ 391,137.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 WALL B | | | 0640 212010-001 231.000 SF | 125.00000 28875.00| 30.00000 6930.00| 70.00000 16170.00 SHORING, WALL B | | | 0645 617003-001 61.000 LF | 125.00000 7625.00| 197.00000 12017.00| 290.00000 17690.00 ALUMINUM RAILING ,PEDESTRAIN | | | 0650 639001-001 LUMP| 3500.00000 3500.00| 1787.00000 1787.00| 3000.00000 3000.00 CONSTRUCTION LAYOUT STAKE | | | 0655 626002-001 HH1 865.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0660 626002-002 HH2 865.000 SF | 43.00000 37195.00| 53.00000 45845.00| 45.00000 38925.00 MSE RETAINING WALL, REINFORCED EARTH | | | 0665 626002-003 HH3 865.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0670 626002-004 HH4 865.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 0671 626002-005 HH5 865.000 SF | | | MSE RETAINING WALL, ARES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -12 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 25-1696132 |(2) 25-1466461 |(3) 34-0420560 |BRAYMAN CONSTRUCTION CORPORA|A & L, INC. |NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 77,195.00| $ 66,579.00| $ 75,785.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 WALL C | | | 0675 601003-001 1.000 CY | 700.00000 700.00| 840.00000 840.00| 1500.00000 1500.00 CLASS K CONCRETE | | | 0685 602002-001 340.000 LB | 0.75000 255.00| 0.80000 272.00| 0.65000 221.00 EPOXY COATED REINFORCING STEEL BAR | | | 0690 617003-001 15.000 LF | 75.00000 1125.00| 77.00000 1155.00| 42.00000 630.00 ALUMINUM RAILING ,2 RAIL | | | 0695 639001-001 LUMP| 2500.00000 2500.00| 376.00000 376.00| 1000.00000 1000.00 CONSTRUCTION LAYOUT STAKE | | | 0700 626002-001 II1 147.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0705 626002-002 II2 147.000 SF | 60.00000 8820.00| 68.00000 9996.00| 55.00000 8085.00 MSE RETAINING WALL, REINFORCED EARTH | | | 0710 626002-003 II3 147.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0715 626002-004 II4 147.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 0716 626002-005 II5 147.000 SF | | | MSE RETAINING WALL, ARES | | | SECTION TOTALS | $ 13,400.00| $ 12,639.00| $ 11,436.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 WALL D | | | 0725 614001-006 350.000 LF | 225.00000 78750.00| 98.00000 34300.00| 140.00000 49000.00 HP12X53 STEEL PILE | | | 0730 639001-001 LUMP| 2500.00000 2500.00| 1692.00000 1692.00| 3000.00000 3000.00 CONSTRUCTION LAYOUT STAKE | | | 0735 626002-001 JJ1 798.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0740 626002-002 JJ2 798.000 SF | 34.00000 27132.00| 65.00000 51870.00| 42.00000 33516.00 MSE RETAINING WALL, REINFORCED EARTH | | | 0745 626002-003 JJ3 798.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0750 626002-004 JJ4 798.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 0751 626002-005 JJ5 798.000 SF | | | MSE RETAINING WALL, ARES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -13 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 25-1696132 |(2) 25-1466461 |(3) 34-0420560 |BRAYMAN CONSTRUCTION CORPORA|A & L, INC. |NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 108,382.00| $ 87,862.00| $ 85,516.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 WALL E | | | 0755 212010-001 765.000 SF | 50.00000 38250.00| 30.00000 22950.00| 35.00000 26775.00 SHORING, WALL E | | | 0760 617003-001 241.000 LF | 125.00000 30125.00| 152.00000 36632.00| 160.00000 38560.00 ALUMINUM RAILING ,PEDESTRIAN | | | 0765 639001-001 LUMP| 2500.00000 2500.00| 7099.00000 7099.00| 6000.00000 6000.00 CONSTRUCTION LAYOUT STAKE | | | 0770 626002-001 KK1 4364.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0775 626002-002 KK2 4364.000 SF | 36.00000 157104.00| 49.00000 213836.00| 42.00000 183288.00 MSE RETAINING WALL, REINFORCED EARTH | | | 0780 626002-003 KK3 4364.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0785 626002-004 KK4 4364.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 0786 626002-005 KK5 4364.000 SF | | | MSE RETAINING WALL, ARES | | | SECTION TOTALS | $ 227,979.00| $ 280,517.00| $ 254,623.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 WALL F | | | 0795 639001-001 LUMP| 2500.00000 2500.00| 1364.00000 1364.00| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKE | | | 0800 626002-001 LL1 895.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0805 626002-002 LL2 895.000 SF | 51.00000 45645.00| 47.00000 42065.00| 44.00000 39380.00 MSE RETAINING WALL, REINFORCED EARTH | | | 0810 626002-003 LL3 895.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0815 626002-004 LL4 895.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 0816 626002-005 LL5 895.000 SF | | | MSE RETAINING WALL, ARES | | | SECTION TOTALS | $ 48,145.00| $ 43,429.00| $ 41,380.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0012 WALL G | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -14 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 25-1696132 |(2) 25-1466461 |(3) 34-0420560 |BRAYMAN CONSTRUCTION CORPORA|A & L, INC. |NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0825 639001-001 LUMP| 3500.00000 3500.00| 2162.00000 2162.00| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKE | | | 0830 626002-001 MM1 1601.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0835 626002-002 MM2 1601.000 SF | 33.00000 52833.00| 56.00000 89656.00| 43.00000 68843.00 MSE RETAINING WALL, REINFORCED EARTH | | | 0840 626002-003 MM3 1601.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0845 626002-004 MM4 1601.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 0846 626002-005 MM5 1601.000 SF | | | MSE RETAINING WALL, ARES | | | SECTION TOTALS | $ 56,333.00| $ 91,818.00| $ 70,843.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0013 WALL H | | | 0855 617003-001 136.000 LF | 125.00000 17000.00| 152.00000 20672.00| 135.00000 18360.00 ALUMINUM RAILING ,PEDESTERIAN | | | 0860 639001-001 LUMP| 2500.00000 2500.00| 1364.00000 1364.00| 2500.00000 2500.00 CONSTRUCTION LAYOUT STAKE | | | 0865 626002-001 NN1 828.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0870 626002-002 NN2 828.000 SF | 50.00000 41400.00| 66.00000 54648.00| 66.00000 54648.00 MSE RETAINING WALL, REINFORCED EARTH | | | 0875 626002-003 NN3 828.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0880 626002-004 NN4 828.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 0881 626002-005 NN5 828.000 SF | | | MSE RETAINING WALL, ARES | | | SECTION TOTALS | $ 60,900.00| $ 76,684.00| $ 75,508.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0014 WALL I | | | 0882 212001-000 1537.000 CY | 18.00000 27666.00| 32.70000 50259.90| 28.00000 43036.00 STRUCTURE EXCAVATION | | | 0883 614001-248 1203.000 LF | 275.00000 330825.00| 115.00000 138345.00| 150.00000 180450.00 W21X101 STEEL PILE | | | 0884 614001-251 1823.000 LF | 225.00000 410175.00| 129.00000 235167.00| 160.00000 291680.00 W21X132 STEEL PILE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -15 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 25-1696132 |(2) 25-1466461 |(3) 34-0420560 |BRAYMAN CONSTRUCTION CORPORA|A & L, INC. |NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0885 614003-001 2585.000 SF | 25.00000 64625.00| 19.00000 49115.00| 22.00000 56870.00 CONCRETE LAGGING, THICKNESS 9 INCH | | | 0886 614003-001 1640.000 SF | 30.00000 49200.00| 24.00000 39360.00| 26.00000 42640.00 CONCRETE LAGGING, THICKNESS 12 INCH | | | 0887 615005-001 57.000 EA | 8450.00000 481650.00| 6222.00000 354654.00| 6500.00000 370500.00 ROCK ANCHOR, INSTALLED | | | 0888 615005-002 5.000 EA | 1574.81000 7874.05| 525.00000 2625.00| 400.00000 2000.00 ROCK ANCHORS PERFORMANCE TEST | | | 0890 615005-003 150.000 LF | 45.00000 6750.00| 79.00000 11850.00| 70.00000 10500.00 ADDITIONAL ANCHOR LENGTH | | | 0891 628001-001 115.000 LF | 45.00000 5175.00| 26.00000 2990.00| 20.00000 2300.00 DRILLED HOLE, | | | 0892 628002-001 75.000 CF | 45.00000 3375.00| 31.50000 2362.50| 30.00000 2250.00 PRESSURE INJECTED GROUT | | | 0895 639001-001 LUMP| 5000.00000 5000.00| 12976.00000 12976.00| 20000.00000 20000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 1,392,315.05| $ 899,704.40| $ 1,022,226.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0015 WALL J | | | 0900 212010-001 395.000 SF | 60.00000 23700.00| 30.00000 11850.00| 85.00000 33575.00 SHORING, WALL J | | | 0905 617003-001 259.000 LF | 130.00000 33670.00| 152.00000 39368.00| 135.00000 34965.00 ALUMINUM RAILING ,PEDESTERIAN | | | 0910 639001-001 LUMP| 2500.00000 2500.00| 6253.00000 6253.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | 0915 626002-001 PP1 3893.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0920 626002-002 PP2 3893.000 SF | 33.00000 128469.00| 49.00000 190757.00| 50.00000 194650.00 MSE RETAINING WALL, REINFORCED EARTH | | | 0925 626002-003 PP3 3893.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0930 626002-004 PP4 3893.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 0931 626002-005 PP5 3893.000 SF | | | MSE RETAINING WALL, ARES | | | SECTION TOTALS | $ 188,339.00| $ 248,228.00| $ 268,190.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0016 WALL K | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -16 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 25-1696132 |(2) 25-1466461 |(3) 34-0420560 |BRAYMAN CONSTRUCTION CORPORA|A & L, INC. |NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0935 601003-001 19.000 CY | 700.00000 13300.00| 775.00000 14725.00| 1000.00000 19000.00 CLASS K CONCRETE | | | 0945 602002-001 5480.000 LB | 0.75000 4110.00| 0.80000 4384.00| 0.65000 3562.00 EPOXY COATED REINFORCING STEEL BAR | | | 0950 617003-001 239.000 LF | 50.00000 11950.00| 56.00000 13384.00| 42.00000 10038.00 ALUMINUM RAILING ,2 RAIL | | | 0955 639001-001 LUMP| 2500.00000 2500.00| 8134.00000 8134.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | 0960 626002-001 QQ1 5240.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0965 626002-002 QQ2 5240.000 SF | 36.00000 188640.00| 56.00000 293440.00| 51.00000 267240.00 MSE RETAINING WALL, REINFORCED EARTH | | | 0970 626002-003 QQ3 5240.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0975 626002-004 QQ4 5240.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 0976 626002-005 QQ5 5240.000 SF | | | MSE RETAINING WALL, ARES | | | SECTION TOTALS | $ 220,500.00| $ 334,067.00| $ 304,840.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0017 WALL L | | | 0985 614001-161 2250.000 LF | 225.00000 506250.00| 119.00000 267750.00| 135.00000 303750.00 W14X211 STEEL PILE | | | 0990 639001-001 LUMP| 5000.00000 5000.00| 8039.00000 8039.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKE | | | 0995 626002-001 RR1 3684.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 1000 626002-002 RR2 3684.000 SF | 25.00000 92100.00| 72.00000 265248.00| 42.00000 154728.00 MSE RETAINING WALL, REINFORCED EARTH | | | 1005 626002-003 RR3 3684.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 1010 626002-004 RR4 3684.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 1011 626002-005 RR5 3684.000 SF | | | MSE RETAINING WALL, ARES | | | SECTION TOTALS | $ 603,350.00| $ 541,037.00| $ 468,478.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0018 BRIDGE #4919 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -17 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 25-1696132 |(2) 25-1466461 |(3) 34-0420560 |BRAYMAN CONSTRUCTION CORPORA|A & L, INC. |NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1015 203001-000 LUMP| 350000.00000 350000.00| 200000.00000 200000.00| 750000.00000 750000.00 DISMANTLING STRUCTURE , EXISTING BRIDGE | | | REMOVAL | | | 1020 207034-000 130.000 SY | 0.50000 65.00| 1.30000 169.00| 4.00000 520.00 FABRIC FOR SEPARATION | | | 1021 211001-000 92.000 CY | 35.00000 3220.00| 20.00000 1840.00| 20.00000 1840.00 UNCLASSIFIED BORROW EXCAVATION | | | 1022 211002-000 422.000 CY | 20.00000 8440.00| 28.00000 11816.00| 36.00000 15192.00 ROCK BORROW EXCAVATION | | | 1025 212001-000 284.000 CY | 25.00000 7100.00| 22.00000 6248.00| 38.00000 10792.00 STRUCTURE EXCAVATION | | | 1030 212002-000 749.000 CY | 75.00000 56175.00| 35.00000 26215.00| 110.00000 82390.00 WET EXCAVATION | | | 1035 212004-000 2.000 EA | 200000.00000 400000.00| 95193.00000 190386.00| 120000.00000 240000.00 COFFERDAM | | | 1040 212005-000 70.000 CY | 100.00000 7000.00| 38.00000 2660.00| 70.00000 4900.00 SELECT MATERIAL FOR BACKFILLING | | | 1041 218004-001 227.000 SY | 75.00000 17025.00| 23.00000 5221.00| 40.00000 9080.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 1042 218007-000 281.000 SY | 1.00000 281.00| 1.30000 365.30| 1.00000 281.00 FABRIC FOR EROSION CONTROL | | | 1045 601002-001 812.000 CY | 375.00000 304500.00| 280.00000 227360.00| 275.00000 223300.00 CLASS B CONCRETE | | | 1046 601002-003 1013.000 CY | 475.00000 481175.00| 350.00000 354550.00| 440.00000 445720.00 CLASS B CONCRETE, ARCHITECTURAL | | | 1050 601003-001 1771.000 CY | 550.00000 974050.00| 510.00000 903210.00| 520.00000 920920.00 CLASS K CONCRETE | | | 1060 602001-001 302971.000 LB | 0.75000 227228.25| 0.65000 196931.15| 0.60000 181782.60 REINFORCING STEEL BAR | | | 1065 602002-001 357467.000 LB | 0.80000 285973.60| 0.89000 318145.63| 0.65000 232353.55 EPOXY COATED REINFORCING STEEL BAR | | | 1070 615001-001 1.000 LS | 4480000.00000 4480000.00| 5050000.00000 5050000.00| 4320000.00000 4320000.00 STEEL SUPERSTRUCTURE | | | 1075 615028-001 4.000 EA | 10000.00000 40000.00| 6360.00000 25440.00| 4100.00000 16400.00 GUIDED BEARING | | | 1080 615029-001 4.000 EA | 8500.00000 34000.00| 5596.00000 22384.00| 3000.00000 12000.00 NON-GUIDED BEARING | | | 1085 615030-001 8.000 EA | 15000.00000 120000.00| 11984.00000 95872.00| 11600.00000 92800.00 FIXED BEARING | | | 1090 616004-017 580.000 LF | 50.00000 29000.00| 42.00000 24360.00| 60.00000 34800.00 HP14X89 STEEL BEARING PILE, DRIVEN | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -18 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 25-1696132 |(2) 25-1466461 |(3) 34-0420560 |BRAYMAN CONSTRUCTION CORPORA|A & L, INC. |NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1095 616005-017 530.000 LF | 50.00000 26500.00| 80.00000 42400.00| 95.00000 50350.00 HP14X89 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 1096 617003-001 1109.000 LF | 45.00000 49905.00| 56.00000 62104.00| 40.00000 44360.00 ALUMINUM RAILING , 2 RAIL | | | 1097 617003-001 1101.000 LF | 55.00000 60555.00| 72.00000 79272.00| 60.00000 66060.00 ALUMINUM RAILING , 3 RAIL | | | 1101 627023-001 80.000 LF | 1500.00000 120000.00| 1757.00000 140560.00| 1400.00000 112000.00 EXPANSION DAM, STEEL FINGER JOINT | | | 1102 628004-001 1360.000 LF | 50.00000 68000.00| 26.00000 35360.00| 20.00000 27200.00 EXPLORATORY DRILLING AND SAMPLING, PILE | | | DRIVING | | | 1103 628004-001 420.000 LF | 30.00000 12600.00| 26.00000 10920.00| 38.00000 15960.00 EXPLORATORY DRILLING AND SAMPLING, | | | SPREAD FOOTING | | | 1115 636005-001 1.000 LS | 8500.00000 8500.00| 63000.00000 63000.00| 10000.00000 10000.00 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC ,EXIST. BRIDGE DECK | | | 1120 639001-001 LUMP| 35000.00000 35000.00| 61000.00000 61000.00| 90000.00000 90000.00 CONSTRUCTION LAYOUT STAKE | | | 1130 643010-024 320.000 LF | 65.00000 20800.00| 180.00000 57600.00| 150.00000 48000.00 10 INCH FIBERGLASS PIPE, | | | 1135 673001-001 LUMP| 50000.00000 50000.00| 101000.00000 101000.00| 95000.00000 95000.00 INSTALL UTILITY CONDUIT SYSTEM, ELECTRIC| | | 1140 673001-001 LUMP| 55000.00000 55000.00| 112000.00000 112000.00| 105000.00000 105000.00 INSTALL UTILITY CONDUIT SYSTEM, , | | | TELEPHONE | | | 1150 679002-001 215.000 CY | 875.00000 188125.00| 830.00000 178450.00| 780.00000 167700.00 SPECIALIZED CONCRETE OVERLAY , LATEX | | | MODIFIED CONCRETE ONLY | | | 1155 679006-001 LUMP| 500.00000 500.00| 7300.00000 7300.00| 3000.00000 3000.00 TEST SLAB | | | SECTION TOTALS | $ 8,520,717.85| $ 8,614,139.08| $ 8,429,701.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0019 WOODEN PEDESTRIAN BRIDGE | | | 1165 212001-000 126.000 CY | 45.00000 5670.00| 24.00000 3024.00| 40.00000 5040.00 STRUCTURE EXCAVATION | | | 1170 212005-000 10.000 CY | 125.00000 1250.00| 42.00000 420.00| 125.00000 1250.00 SELECT MATERIAL FOR BACKFILLING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -19 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 25-1696132 |(2) 25-1466461 |(3) 34-0420560 |BRAYMAN CONSTRUCTION CORPORA|A & L, INC. |NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1175 601002-001 39.000 CY | 500.00000 19500.00| 560.00000 21840.00| 700.00000 27300.00 CLASS B CONCRETE | | | 1180 602001-001 5109.000 LB | 0.75000 3831.75| 0.78000 3985.02| 0.65000 3320.85 REINFORCING STEEL BAR | | | 1185 616005-003 89.000 LF | 104.99000 9344.11| 131.00000 11659.00| 150.00000 13350.00 HP10X42 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 1190 622002-001 5.380 MF | 7500.00000 40350.00| 12139.00000 65307.82| 6500.00000 34970.00 TREATED LUMBER AND TIMBER | | | 1195 639001-001 LUMP| 2500.00000 2500.00| 4701.00000 4701.00| 4000.00000 4000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 82,445.86| $ 110,936.84| $ 89,230.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0020 HIGHWAY LIGHTING | | | 1200 662002-001 LUMP| 35000.00000 35000.00| 32800.00000 32800.00| 31000.00000 31000.00 GALVANIZED STEEL CONDUIT 01 | | | 1215 662006-001 18.000 EA | 1034.00000 18612.00| 1045.00000 18810.00| 1000.00000 18000.00 JUNCTION BOX, TYPE B | | | 1220 662006-001 5.000 EA | 1250.00000 6250.00| 1313.00000 6565.00| 1250.00000 6250.00 JUNCTION BOX, TYPE H, 18"X18" | | | 1230 662007-001 18.000 EA | 300.00000 5400.00| 303.00000 5454.00| 290.00000 5220.00 LUMINAIRE, 100W (BRIDGE) | | | 1235 662007-001 3.000 EA | 1250.00000 3750.00| 1280.00000 3840.00| 1220.00000 3660.00 LUMINAIRE, 250W (PARKING LOT) | | | 1240 662008-001 1.000 LS | 10000.00000 10000.00| 10500.00000 10500.00| 10000.00000 10000.00 CABLE, 01 | | | 1255 662010-004 3.000 EA | 2200.00000 6600.00| 2300.00000 6900.00| 2200.00000 6600.00 LIGHTING SUPPORT, TYPE IV, (40-15) | | | 1260 662010-007 18.000 EA | 2000.00000 36000.00| 2060.00000 37080.00| 2000.00000 36000.00 LIGHTING SUPPORT, TYPE VII, (14-0) | | | 1265 662013-001 LUMP| 3500.00000 3500.00| 3550.00000 3550.00| 3300.00000 3300.00 SERVICE AND CONTROL STATION, 01 | | | 1280 662014-001 LUMP| 1235.00000 1235.00| 1245.00000 1245.00| 1200.00000 1200.00 INCIDENTAL ELECTRICAL WORK | | | 1285 662015-001 1.000 LS | 800.00000 800.00| 812.00000 812.00| 775.00000 775.00 ELECTRICAL TEST, 01 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -20 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 25-1696132 |(2) 25-1466461 |(3) 34-0420560 |BRAYMAN CONSTRUCTION CORPORA|A & L, INC. |NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 127,147.00| $ 127,556.00| $ 122,005.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0021 LANDSCAPING | | | 1295 608021-001 1581.000 LF | 10.00000 15810.00| 11.00000 17391.00| 10.50000 16600.50 FENCE, SNOW FENCE | | | 1300 639001-001 LUMP| 1500.00000 1500.00| 1833.00000 1833.00| 3000.00000 3000.00 CONSTRUCTION LAYOUT STAKE | | | 1301 652003-006 4.000 LB | 62.00000 248.00| 37.00000 148.00| 60.00000 240.00 SEED MIXTURE, FESTUCA OVINA VAR. GLAUCA | | | 1302 652003-006 4.000 LB | 29.00000 116.00| 37.00000 148.00| 28.00000 112.00 SEED MIXTURE, FESTUCA RUBRA VAR. | | | COMMUTATA | | | 1303 652003-006 3.000 LB | 17.00000 51.00| 37.00000 111.00| 16.00000 48.00 SEED MIXTURE, LOLIUM PERENNE | | | 1304 652003-006 2.000 LB | 50.00000 100.00| 52.00000 104.00| 48.00000 96.00 SEED MIXTURE, AGROSTIS ALBA | | | 1305 652003-006 5.000 LB | 12.00000 60.00| 37.00000 185.00| 12.00000 60.00 SEED MIXTURE, LOLLIUM MULTIFLOUM | | | 1306 652003-006 2.000 LB | 290.00000 580.00| 68.00000 136.00| 280.00000 560.00 SEED MIXTURE, ANDROPOGAN GERARDII | | | 1307 652003-006 1.000 LB | 365.00000 365.00| 105.00000 105.00| 360.00000 360.00 SEED MIXTURE, ANDROPOGON SCOPARIUS | | | 1308 652003-006 1.000 LB | 290.00000 290.00| 105.00000 105.00| 280.00000 280.00 SEED MIXTURE, SORGHASTRUM NUTANS | | | 1309 652003-006 1.000 LB | 125.00000 125.00| 105.00000 105.00| 120.00000 120.00 SEED MIXTURE, PANICUM VIRGATUM | | | 1310 653004-001 575.000 EA | 18.00000 10350.00| 37.00000 21275.00| 18.00000 10350.00 GROUND COVERS, ACORUS AMERICANUS | | | 1315 653004-001 100.000 EA | 19.00000 1900.00| 32.00000 3200.00| 18.00000 1800.00 GROUND COVERS, ASARUM INCAMATA | | | 1320 653004-001 1210.000 EA | 22.00000 26620.00| 32.00000 38720.00| 22.00000 26620.00 GROUND COVERS, ASCIEPIAS INCAMATA | | | 1325 653004-001 625.000 EA | 23.00000 14375.00| 32.00000 20000.00| 22.00000 13750.00 GROUND COVERS, CAREX STRICIA | | | 1330 653004-001 350.000 EA | 23.00000 8050.00| 32.00000 11200.00| 22.00000 7700.00 GROUND COVERS, EUPATORUIM FISTULOSUM | | | 1335 653004-001 100.000 EA | 23.00000 2300.00| 32.00000 3200.00| 22.00000 2200.00 GROUND COVERS, LOBELIA CARDINALIS | | | 1340 653004-001 100.000 EA | 23.00000 2300.00| 37.00000 3700.00| 22.00000 2200.00 GROUND COVERS, OSMUNDA CINNAMOMEA | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -21 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 25-1696132 |(2) 25-1466461 |(3) 34-0420560 |BRAYMAN CONSTRUCTION CORPORA|A & L, INC. |NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1350 653004-001 44.000 EA | 29.00000 1276.00| 78.00000 3432.00| 28.00000 1232.00 GROUND COVERS, CLEMATIS VIRGINIANA | | | 1355 654001-001 6.000 EA | 600.00000 3600.00| 785.00000 4710.00| 550.00000 3300.00 TREE, DECIDUOUS, ACER RUBRUN | | | 1360 654001-001 9.000 EA | 600.00000 5400.00| 785.00000 7065.00| 550.00000 4950.00 TREE, DECIDUOUS, NYSSA SYLVATICA | | | 1365 654001-001 8.000 EA | 600.00000 4800.00| 785.00000 6280.00| 550.00000 4400.00 TREE, DECIDUOUS, PLANTANUS OCCIDENTALS | | | 1370 654001-001 15.000 EA | 385.00000 5775.00| 656.00000 9840.00| 350.00000 5250.00 TREE, DECIDUOUS, ACER NEGUNDO | | | 1380 654001-001 15.000 EA | 385.00000 5775.00| 656.00000 9840.00| 350.00000 5250.00 TREE, DECIDUOUS, CERCIS CANADENSIS | | | 1385 654001-001 20.000 EA | 385.00000 7700.00| 785.00000 15700.00| 350.00000 7000.00 TREE, DECIDUOUS, STAPHYIEA TRIFOLIA | | | 1390 654001-001 11.000 EA | 395.00000 4345.00| 785.00000 8635.00| 370.00000 4070.00 TREE, DECIDUOUS, AMELANCHIER SANGUINEA | | | 1400 654003-001 20.000 EA | 79.00000 1580.00| 147.00000 2940.00| 75.00000 1500.00 SHRUB, DECIDUOUS, CEPHALANTHUS | | | OCCIDENTALIS | | | 1405 654003-001 112.000 EA | 81.89000 9171.68| 147.00000 16464.00| 75.00000 8400.00 SHRUB, DECIDUOUS, VIBUMUM PRUNIFOLIUM | | | 1410 654003-001 17.000 EA | 81.89000 1392.13| 147.00000 2499.00| 75.00000 1275.00 SHRUB, DECIDUOUS, HAMAMELIS VIRGINIANA | | | 1415 654003-001 165.000 EA | 75.00000 12375.00| 147.00000 24255.00| 70.00000 11550.00 SHRUB, DECIDUOUS, LINDERA BENZOIN | | | 1420 654003-001 35.000 EA | 81.89000 2866.15| 147.00000 5145.00| 75.00000 2625.00 SHRUB, DECIDUOUS, RHODODENDRON | | | NUDIFLORUM | | | 1425 654003-001 24.000 EA | 81.89000 1965.36| 147.00000 3528.00| 75.00000 1800.00 SHRUB, DECIDUOUS, VACCINIUM VACILLANS | | | 1435 654003-001 116.000 EA | 81.89000 9499.24| 147.00000 17052.00| 75.00000 8700.00 SHRUB, DECIDUOUS, VIBURNUM DENTATUM | | | SECTION TOTALS | $ 162,660.56| $ 259,051.00| $ 157,398.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0022 ON JOB TRAINING | | | 1440 699000-001 2000.000 HR | 0.80000 1600.00| 0.80000 1600.00| 0.80000 1600.00 ON JOB TRAINING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -22 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 25-1696132 |(2) 25-1466461 |(3) 34-0420560 |BRAYMAN CONSTRUCTION CORPORA|A & L, INC. |NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 1,600.00| $ 1,600.00| $ 1,600.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0023 COPMUTER SYSTEM | | | 1445 640004-001 LUMP| 5000.00000 5000.00| 3600.00000 3600.00| 3000.00000 3000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 5,000.00| $ 3,600.00| $ 3,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 15,638,793.67| $ 16,748,242.27| $ 16,938,904.40 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -23 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 25-0930077 |(6) 25-1355037 |ORDERS CONSTRUCTION COMPANY,|JOSEPH B. FAY COMPANY |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 537700.00000 537700.00| 75000.00000 75000.00| 100000.00000 100000.00 CLEARING AND GRUBBING | | | 0006 203001-000 LUMP| 18500.00000 18500.00| 40000.00000 40000.00| 20000.00000 20000.00 DISMANTLING STRUCTURE ,REMOVAL OF | | | WATERLINE INTAKE | | | 0010 204001-000 LUMP| 575000.00000 575000.00| 200000.00000 200000.00| 500000.00000 500000.00 MOBILIZATION | | | 0015 206002-001 3729.000 SY | 16.00000 59664.00| 15.00000 55935.00| 6.00000 22374.00 BASE REINFORCEMENT GEOGRID, TYPE 3 | | | 0020 207001-001 15880.000 CY | 11.00000 174680.00| 13.00000 206440.00| 11.00000 174680.00 UNCLASSIFIED EXCAVATION | | | 0025 207002-000 1120.000 CY | 32.00000 35840.00| 25.00000 28000.00| 28.00000 31360.00 SUBGRADE | | | 0030 207034-000 12103.000 SY | 1.20000 14523.60| 1.50000 18154.50| 2.00000 24206.00 FABRIC FOR SEPARATION | | | 0035 211001-000 12382.000 CY | 17.00000 210494.00| 17.00000 210494.00| 17.00000 210494.00 UNCLASSIFIED BORROW EXCAVATION | | | 0036 211002-000 6665.000 CY | 46.00000 306590.00| 160.00000 1066400.00| 30.00000 199950.00 ROCK BORROW EXCAVATION ,CAUSEWAY | | | 0037 211003-000 147.000 CY | 30.00000 4410.00| 30.00000 4410.00| 38.00000 5586.00 SELECT BORROW EXCAVATION ,STRUCTURAL | | | FILL | | | 0038 212002-000 12824.000 CY | 14.00000 179536.00| 8.50000 109004.00| 9.00000 115416.00 WET EXCAVATION ,CAUSEWAY | | | 0040 218003-000 3993.000 CY | 160.00000 638880.00| 180.00000 718740.00| 160.00000 638880.00 GABION | | | 0045 307001-000 2486.000 CY | 40.00000 99440.00| 35.00000 87010.00| 28.00000 69608.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0050 307001-000 11199.000 CY | 24.00000 268776.00| 30.00000 335970.00| 26.00000 291174.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0051 408002-001 1072.000 GA | 1.40000 1500.80| 1.35000 1447.20| 2.00000 2144.00 BITUMINOUS MATERIAL | | | 0055 415005-001 200.000 SY | 16.00000 3200.00| 6.90000 1380.00| 25.00000 5000.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0060 502001-012 142.000 SY | 250.00000 35500.00| 175.00000 24850.00| 150.00000 21300.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0061 601002-001 53.000 CY | 760.00000 40280.00| 200.00000 10600.00| 225.00000 11925.00 CLASS B CONCRETE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -24 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 25-0930077 |(6) 25-1355037 |ORDERS CONSTRUCTION COMPANY,|JOSEPH B. FAY COMPANY |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 604002-020 91.000 LF | 77.00000 7007.00| 45.00000 4095.00| 40.00000 3640.00 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 TEMPORARY | | | 0064 604037-020 242.000 LF | 110.00000 26620.00| 80.00000 19360.00| 60.00000 14520.00 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0065 604050-006 417.000 LF | 22.00000 9174.00| 20.00000 8340.00| 18.00000 7506.00 8 INCH CORRUGATED POLYETHYLENE PIPE | | | 0066 604050-010 23.000 LF | 67.00000 1541.00| 45.00000 1035.00| 30.00000 690.00 12 INCH CORRUGATED POLYETHYLENE PIPE | | | 0067 604054-020 66.000 LF | 520.00000 34320.00| 450.00000 29700.00| 900.00000 59400.00 24 INCH JACKED CONDUIT, REINFORCED | | | CONCRETE PIPE, CLASS IV | | | 0068 604057-024 473.000 LF | 56.00000 26488.00| 95.00000 44935.00| 45.00000 21285.00 36 INCH PRECOATED GALVANIZED STEEL PIPE,| | | B2 | | | 0070 605001-001 6.000 EA | 4100.00000 24600.00| 4500.00000 27000.00| 5000.00000 30000.00 TYPE A MANHOLE | | | 0075 605003-001 2.000 EA | 2300.00000 4600.00| 1700.00000 3400.00| 2000.00000 4000.00 TYPE A INLET | | | 0080 605004-001 10.000 EA | 2300.00000 23000.00| 1700.00000 17000.00| 1600.00000 16000.00 TYPE B INLET | | | 0081 605004-001 12.000 EA | 1600.00000 19200.00| 500.00000 6000.00| 1300.00000 15600.00 TYPE B INLET ,MODIFIED | | | 0085 605009-001 16.000 EA | 1600.00000 25600.00| 1400.00000 22400.00| 2000.00000 32000.00 TYPE G INLET | | | 0090 605012-001 2.000 EA | 490.00000 980.00| 500.00000 1000.00| 800.00000 1600.00 ADJUST INLET TYPE G | | | 0095 605015-001 1.000 EA | 680.00000 680.00| 900.00000 900.00| 1000.00000 1000.00 ADJUST MANHOLE TYPE A | | | 0100 606020-001 1714.000 LF | 11.00000 18854.00| 5.00000 8570.00| 16.00000 27424.00 AGGREGATE FILLED FABRIC UNDERDRAIN, 18 | | | INCH | | | 0101 606025-004 1714.000 LF | 4.80000 8227.20| 3.00000 5142.00| 8.00000 13712.00 6 INCH UNDERDRAIN PIPE | | | 0105 606030-001 250.000 LF | 24.00000 6000.00| 15.00000 3750.00| 15.00000 3750.00 OUTLET PIPE | | | 0106 607010-020 742.000 LF | 1.60000 1187.20| 3.00000 2226.00| 3.00000 2226.00 GUARDRAIL REMOVAL | | | 0130 608001-004 400.000 LF | 25.00000 10000.00| 18.75000 7500.00| 18.00000 7200.00 5 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -25 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 25-0930077 |(6) 25-1355037 |ORDERS CONSTRUCTION COMPANY,|JOSEPH B. FAY COMPANY |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0135 608005-001 1.000 EA | 850.00000 850.00| 850.00000 850.00| 850.00000 850.00 VEHICULAR GATE, CHAIN LINK | | | 0136 608005-001 8.000 EA | 850.00000 6800.00| 1275.00000 10200.00| 1275.00000 10200.00 VEHICULAR GATE, CHAIN LINK ,CONTRACTOR | | | ACCESS ROAD | | | 0140 609001-001 797.000 SY | 60.00000 47820.00| 40.00000 31880.00| 50.00000 39850.00 CONCRETE SIDEWALK | | | 0145 609001-001 489.000 SY | 95.00000 46455.00| 60.00000 29340.00| 60.00000 29340.00 CONCRETE SIDEWALK ,FOOT TRAIL 5" THICK | | | EXPOSED AGGREGATE SURFACE | | | 0150 609002-001 143.000 CY | 64.00000 9152.00| 50.00000 7150.00| 40.00000 5720.00 BED COURSE MATERIAL | | | 0155 610003-001 2512.000 LF | 20.00000 50240.00| 40.00000 100480.00| 30.00000 75360.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I | | | 0160 610003-004 50.000 LF | 31.00000 1550.00| 50.00000 2500.00| 30.00000 1500.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE IV | | | 0165 610021-001 950.000 LF | 89.00000 84550.00| 95.00000 90250.00| 90.00000 85500.00 SINGLE FACED BARRIER ,TYPE A | | | 0170 610021-001 461.000 LF | 75.00000 34575.00| 50.00000 23050.00| 75.00000 34575.00 SINGLE FACED BARRIER ,TYPE B | | | 0175 610021-001 84.000 LF | 160.00000 13440.00| 80.00000 6720.00| 120.00000 10080.00 SINGLE FACED BARRIER ,TYPE C | | | 0176 610021-001 66.000 LF | 210.00000 13860.00| 110.00000 7260.00| 100.00000 6600.00 SINGLE FACED BARRIER ,TYPE D | | | 0177 622002-001 11.000 MF | 2100.00000 23100.00| 7000.00000 77000.00| 7000.00000 77000.00 TREATED LUMBER AND TIMBER ,FOR PARKING | | | LOTS GUARDRAIL | | | 0180 633001-001 252.000 SY | 87.00000 21924.00| 150.00000 37800.00| 100.00000 25200.00 CONCRETE GUTTER | | | 0190 636007-001 6500.000 LF | 0.69000 4485.00| 0.65000 4225.00| 0.60000 3900.00 ERADICATION OF PAVEMENT MARKING | | | 0195 636008-001 17700.000 LF | 0.19000 3363.00| 0.18000 3186.00| 0.30000 5310.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0200 636011-001 12690.000 UN | 0.89000 11294.10| 0.90000 11421.00| 6.00000 76140.00 TRAFFIC CONTROL DEVICE | | | 0205 636012-010 4.000 EA | 320.00000 1280.00| 50.00000 200.00| 400.00000 1600.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -26 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 25-0930077 |(6) 25-1355037 |ORDERS CONSTRUCTION COMPANY,|JOSEPH B. FAY COMPANY |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0210 636013-001 540.000 EA | 3.20000 1728.00| 1.00000 540.00| 4.00000 2160.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0215 636014-001 800.000 HR | 51.00000 40800.00| 35.00000 28000.00| 40.00000 32000.00 FLAGGER | | | 0216 636014-001 700.000 HR | 51.00000 35700.00| 35.00000 24500.00| 40.00000 28000.00 FLAGGER ,FOR PEDESTRIAN CROSSING UNDER | | | BRIDGE | | | 0220 636017-001 1300.000 LF | 17.00000 22100.00| 15.50000 20150.00| 16.00000 20800.00 TEMPORARY CONCRETE BARRIER | | | 0225 636018-001 2000.000 LF | 3.30000 6600.00| 3.15000 6300.00| 3.00000 6000.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0227 636024-001 235.000 LF | 72.00000 16920.00| 70.00000 16450.00| 30.00000 7050.00 TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0230 636025-001 3650.000 DA | 1.20000 4380.00| 1.17000 4270.50| 1.00000 3650.00 WARNING LIGHTS, TYPE B | | | 0235 636025-001 12000.000 DA | 0.48000 5760.00| 0.53000 6360.00| 0.60000 7200.00 WARNING LIGHTS, TYPE C | | | 0240 637001-001 40.000 MG | 43.00000 1720.00| 500.00000 20000.00| 100.00000 4000.00 WATER FOR DUST PALLIATIVE | | | 0245 638002-001 10.000 EA | 57.00000 570.00| 70.00000 700.00| 200.00000 2000.00 RIGHT OF WAY MARKER | | | 0250 639001-001 LUMP| 24800.00000 24800.00| 15000.00000 15000.00| 50000.00000 50000.00 CONSTRUCTION LAYOUT STAKE | | | 0255 640002-001 18.000 MO | 1000.00000 18000.00| 1900.00000 34200.00| 2000.00000 36000.00 LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0260 640003-001 LUMP| 1200.00000 1200.00| 13000.00000 13000.00| 10000.00000 10000.00 BUILDING EQUIPMENT | | | 0265 642004-001 351.000 LB | 13.00000 4563.00| 1.00000 351.00| 1.00000 351.00 SEED MIXTURE, TEMPORARY | | | 0270 642004-002 136.000 LB | 15.00000 2040.00| 5.00000 680.00| 5.00000 680.00 SEED MIXTURE, B | | | 0275 642004-003 42.000 LB | 19.00000 798.00| 52.00000 2184.00| 25.00000 1050.00 SEED MIXTURE, D | | | 0277 642005-002 2.000 TN | 1100.00000 2200.00| 480.00000 960.00| 2500.00000 5000.00 MULCH, WOOD CELLULOSE FIBER | | | 0280 642006-001 2.000 TN | 6.90000 13.80| 825.00000 1650.00| 825.00000 1650.00 FERTILIZER | | | 0285 642010-001 13.000 TN | 74.00000 962.00| 75.00000 975.00| 75.00000 975.00 AGRICULTURAL LIMESTONE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -27 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 25-0930077 |(6) 25-1355037 |ORDERS CONSTRUCTION COMPANY,|JOSEPH B. FAY COMPANY |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 642011-001 108.000 EA | 13.00000 1404.00| 10.00000 1080.00| 10.00000 1080.00 HAY OR STRAW BALE | | | 0295 642012-001 2779.000 LF | 4.50000 12505.50| 3.00000 8337.00| 3.00000 8337.00 SILT FENCE | | | 0297 642045-001 1085.000 SY | 28.00000 30380.00| 12.00000 13020.00| 18.00000 19530.00 TURBIDITY CURTAIN, | | | 0298 651001-001 110.000 CY | 97.00000 10670.00| 36.00000 3960.00| 25.00000 2750.00 FURNISHING AND PLACING TOPSOIL | | | 0300 652001-001 16.000 TN | 100.00000 1600.00| 75.00000 1200.00| 75.00000 1200.00 AGRICULTURAL LIMESTONE | | | 0305 652002-001 13.000 TN | 1100.00000 14300.00| 500.00000 6500.00| 500.00000 6500.00 FERTILIZER, 10-20-10 | | | 0310 652003-001 598.000 LB | 9.00000 5382.00| 55.00000 32890.00| 5.00000 2990.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0315 652003-002 508.000 LB | 9.00000 4572.00| 52.00000 26416.00| 9.00000 4572.00 SEED MIXTURE, D | | | 0320 652004-001 10.000 TN | 6.10000 61.00| 1175.00000 11750.00| 940.00000 9400.00 STRAW OR HAY MULCH | | | 0325 655001-001 433.000 SY | 2.10000 909.30| 1.90000 822.70| 2.00000 866.00 MATTING | | | 0326 655002-001 1476.000 SY | 5.30000 7822.80| 2.70000 3985.20| 8.00000 11808.00 PERMANENT EROSION MATTING, TYPE B | | | 0327 664001-008 5.000 EA | 5200.00000 26000.00| 4500.00000 22500.00| 5000.00000 25000.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 0328 664001-009 4.000 EA | 1000.00000 4000.00| 1000.00000 4000.00| 1000.00000 4000.00 REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 0329 672002-003 2.000 EA | 310.00000 620.00| 2400.00000 4800.00| 1000.00000 2000.00 SITE FURNISHINGS, PORTABLE TOILETS, | | | HANDICAPPED TYPE | | | 0330 672002-003 2.000 EA | 4000.00000 8000.00| 2400.00000 4800.00| 1000.00000 2000.00 SITE FURNISHINGS, PORTABLE TOILETS | | | 0331 672002-003 3.000 EA | 84.00000 252.00| 500.00000 1500.00| 1200.00000 3600.00 SITE FURNISHINGS, PARK BENCHES | | | 0332 673001-001 LUMP| 31200.00000 31200.00| 85000.00000 85000.00| 45000.00000 45000.00 INSTALL UTILITY CONDUIT SYSTEM, ELECTRIC| | | 0333 673001-001 LUMP| 31200.00000 31200.00| 104000.00000 104000.00| 50000.00000 50000.00 INSTALL UTILITY CONDUIT SYSTEM, | | | TELEPHONE | | | 0334 681001-001 LUMP| 16300.00000 16300.00| 12000.00000 12000.00| 20000.00000 20000.00 ASBESTOS ABATEMENT, NUMBER 01 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -28 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 25-0930077 |(6) 25-1355037 |ORDERS CONSTRUCTION COMPANY,|JOSEPH B. FAY COMPANY |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0335 401001-001 AA1 4250.000 TN | 40.00000 170000.00| 38.15000 162137.50| 45.00000 191250.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0340 401001-002 AA2 3867.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0345 401007-001 BB1 171.000 TN | 47.00000 8037.00| 44.40000 7592.40| 46.00000 7866.00 MARSHALL SCRATCH COURSE, STONE OR GRAVEL| | | 0350 401007-002 BB2 156.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0355 402001-001 CC1 1096.000 TN | 48.00000 52608.00| 45.40000 49758.40| 52.00000 56992.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0360 402001-002 CC2 998.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | 0364 604037-012 DC1 23.000 LF | | | 15 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0365 604038-012 DC1 2.000 EA | | | 15 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0366 604076-012 DC2 23.000 LF | 71.00000 1633.00| 35.00000 805.00| 50.00000 1150.00 15 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B2 | | | 0367 604009-012 DC2 2.000 EA | 230.00000 460.00| 47.00000 94.00| 200.00000 400.00 15 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0370 604037-016 DD2 2354.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0371 604038-016 DD2 1.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0375 604076-016 DD3 2354.000 LF | 73.00000 171842.00| 40.00000 94160.00| 40.00000 94160.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B2 | | | 0376 604009-016 DD3 1.000 EA | 230.00000 230.00| 106.00000 106.00| 125.00000 125.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -29 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 25-0930077 |(6) 25-1355037 |ORDERS CONSTRUCTION COMPANY,|JOSEPH B. FAY COMPANY |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0395 636002-001 FF1 100.000 TN | 24.00000 2400.00| 50.00000 5000.00| 30.00000 3000.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0400 636002-002 FF2 91.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 4,632,574.30| $ 4,714,184.40| $ 3,988,517.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 STORM WATER MANAGEMENT MD | | | 0403 207034-000 225.000 SY | 1.80000 405.00| 3.00000 675.00| 2.00000 450.00 FABRIC FOR SEPARATION , FILTER CLOTH | | | FOR DRY SWALE | | | 0404 211003-000 36.000 CY | 69.00000 2484.00| 40.00000 1440.00| 100.00000 3600.00 SELECT BORROW EXCAVATION , PERMEABLE | | | SOIL FOR DRY SWALE | | | 0405 218007-000 300.000 SY | 9.10000 2730.00| 30.00000 9000.00| 30.00000 9000.00 FABRIC FOR EROSION CONTROL ,HDPE 30 MIL | | | LINER | | | 0410 606020-001 270.000 LF | 14.00000 3780.00| 13.00000 3510.00| 15.00000 4050.00 AGGREGATE FILLED FABRIC UNDERDRAIN, ,24 | | | INCH DIAPHRAGM | | | 0415 606025-002 210.000 LF | 6.80000 1428.00| 6.00000 1260.00| 5.00000 1050.00 4 INCH UNDERDRAIN PIPE ,PERFORATED | | | 0440 639001-001 LUMP| 9300.00000 9300.00| 2000.00000 2000.00| 25000.00000 25000.00 CONSTRUCTION LAYOUT STAKE | | | 0441 651001-001 5.000 CY | 73.00000 365.00| 36.00000 180.00| 30.00000 150.00 FURNISHING AND PLACING TOPSOIL | | | SECTION TOTALS | $ 20,492.00| $ 18,065.00| $ 43,300.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 EROSION AND SEDIMENT CONTROL MD | | | 0450 207034-000 685.000 SY | 1.20000 822.00| 4.00000 2740.00| 2.00000 1370.00 FABRIC FOR SEPARATION ,STABILIZED | | | CONSTRUCTION ENTRANCE | | | 0455 642001-001 250.000 LF | 14.00000 3500.00| 12.00000 3000.00| 2.00000 500.00 TEMPORARY BERM ,EARTH DIKE TYPE A-2 | | | 0456 642002-001 105.000 LF | 28.00000 2940.00| 54.00000 5670.00| 18.00000 1890.00 SLOPE DRAIN | | | 0460 642007-001 35.000 SY | 11.00000 385.00| 14.00000 490.00| 10.00000 350.00 FIBER MATTING ,OUTFALL PROTECTION | | | MATTING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -30 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 25-0930077 |(6) 25-1355037 |ORDERS CONSTRUCTION COMPANY,|JOSEPH B. FAY COMPANY |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0465 642012-001 410.000 LF | 6.40000 2624.00| 3.50000 1435.00| 3.00000 1230.00 SILT FENCE | | | 0470 642012-001 2685.000 LF | 12.00000 32220.00| 10.00000 26850.00| 6.00000 16110.00 SILT FENCE ,SUPER SILT FENCE | | | 0475 642012-001 680.000 LF | 6.50000 4420.00| 3.30000 2244.00| 3.00000 2040.00 SILT FENCE ,TREE PROTECTION FENCE | | | 0480 642040-001 19.000 EA | 72.00000 1368.00| 245.00000 4655.00| 250.00000 4750.00 INLET PROTECTION, AT GRADE | | | 0485 642040-001 25.000 EA | 230.00000 5750.00| 350.00000 8750.00| 300.00000 7500.00 INLET PROTECTION, STANDARD | | | 0495 642050-001 1.000 EA | 1700.00000 1700.00| 3500.00000 3500.00| 3000.00000 3000.00 DEWATERING DEVICE ,PORTABLE SEDIMENT | | | TANK | | | 0500 642050-001 1.000 EA | 1500.00000 1500.00| 4100.00000 4100.00| 2750.00000 2750.00 DEWATERING DEVICE ,SUMP PIT | | | 0505 307005-001 SS1 365.000 TN | 23.00000 8395.00| 27.00000 9855.00| 25.00000 9125.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 9, STABLIZED CONSTRUCTION ENTRANCE| | | 0506 307005-002 SS2 332.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 9, | | | STABILIZED CONSTRUCTION ENTRANCE | | | SECTION TOTALS | $ 65,624.00| $ 73,289.00| $ 50,615.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 SIGNING & PAVEMENT MARKINGS | | | 0508 657005-001 163.000 LF | 16.00000 2608.00| 10.00000 1630.00| 8.00000 1304.00 WOOD SUPPORT, 4 INCH X 6 INCH | | | 0509 657006-005 39.000 LF | 50.00000 1950.00| 47.00000 1833.00| 47.00000 1833.00 W6X12, A-441 SUPPORT, GALVANIZED | | | 0510 657008-001 119.000 LF | 7.10000 844.90| 6.75000 803.25| 7.00000 833.00 2.00 LB CHANNEL POST | | | 0515 657010-001 279.000 LF | 6.90000 1925.10| 6.50000 1813.50| 6.00000 1674.00 3.00 LB CHANNEL POST | | | 0519 657017-001 14.400 CY | 1000.00000 14400.00| 985.00000 14184.00| 1000.00000 14400.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0521 657025-001 104.000 LF | 11.00000 1144.00| 10.00000 1040.00| 5.00000 520.00 SQUARE TUBULAR SUPPORT, 2"X2"X1/8", NPS | | | SPECIAL SIGN SUPPORT | | | 0522 657025-001 336.000 LF | 16.00000 5376.00| 10.00000 3360.00| 6.00000 2016.00 SQUARE TUBULAR SUPPORT, 2"X3"X1/8", NPS | | | SPECIAL SIGN SUPPORT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -31 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 25-0930077 |(6) 25-1355037 |ORDERS CONSTRUCTION COMPANY,|JOSEPH B. FAY COMPANY |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0525 661001-001 138.000 SF | 15.00000 2070.00| 14.25000 1966.50| 14.00000 1932.00 0.080 IN FLAT SHEET SIGN | | | 0526 661001-001 232.000 SF | 21.00000 4872.00| 25.00000 5800.00| 25.00000 5800.00 0.080 IN FLAT SHEET SIGN , NPS SPECIAL | | | SIGNS | | | 0530 661011-001 1.000 EA | 2400.00000 2400.00| 2280.00000 2280.00| 2200.00000 2200.00 INSTALLATION OF REUSABLE SIGN | | | 0535 663001-004 7439.000 LF | 0.16000 1190.24| 0.15000 1115.85| 0.20000 1487.80 EDGE LINE, TYPE II ,WHITE | | | 0540 663001-004 335.000 LF | 0.53000 177.55| 0.50000 167.50| 0.50000 167.50 EDGE LINE, TYPE II ,BLUE | | | 0550 663003-005 5960.000 LF | 0.16000 953.60| 0.15000 894.00| 0.20000 1192.00 BARRIER LINE, TYPE II | | | 0560 663005-010 55.000 LF | 12.00000 660.00| 11.00000 605.00| 11.00000 605.00 STOP LINE, TYPE V (24") | | | 0563 663007-004 604.000 LF | 0.79000 477.16| 0.75000 453.00| 1.00000 604.00 STRIPE, TYPE II ,WHITE (12") | | | 0565 663007-004 414.000 LF | 1.90000 786.60| 1.75000 724.50| 2.00000 828.00 STRIPE, TYPE II ,BLUE (12") | | | 0570 663009-015 6.000 EA | 100.00000 600.00| 98.00000 588.00| 100.00000 600.00 HANDICAPPED SYMBOL, TYPE 5 | | | 0575 663010-010 3.000 EA | 160.00000 480.00| 150.00000 450.00| 150.00000 450.00 LANE ARROW, TYPE V | | | SECTION TOTALS | $ 42,915.15| $ 39,708.10| $ 38,446.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 SEWER LINE FORCEMAIN INSTALLATION | | | 0580 639001-001 LUMP| 1600.00000 1600.00| 500.00000 500.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKE | | | 0585 675007-018 1200.000 LF | 53.00000 63600.00| 35.00000 42000.00| 35.00000 42000.00 4 INCH PLASTIC SEWER PIPE HDPE | | | 0590 675025-001 1.000 EA | 58100.00000 58100.00| 55000.00000 55000.00| 30000.00000 30000.00 SPECIAL STRUCTURE | | | SECTION TOTALS | $ 123,300.00| $ 97,500.00| $ 82,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 WALL A | | | 0593 212001-000 575.000 CY | 67.00000 38525.00| 50.00000 28750.00| 50.00000 28750.00 STRUCTURE EXCAVATION | | | 0594 212010-001 790.000 SF | 94.00000 74260.00| 46.00000 36340.00| 50.00000 39500.00 SHORING, WALL A | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -32 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 25-0930077 |(6) 25-1355037 |ORDERS CONSTRUCTION COMPANY,|JOSEPH B. FAY COMPANY |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0595 601002-001 100.000 CY | 580.00000 58000.00| 400.00000 40000.00| 300.00000 30000.00 CLASS B CONCRETE | | | 0605 602002-001 34866.000 LB | 0.90000 31379.40| 0.80000 27892.80| 0.80000 27892.80 EPOXY COATED REINFORCING STEEL BAR | | | 0610 614001-159 750.000 LF | 300.00000 225000.00| 237.00000 177750.00| 90.00000 67500.00 W14X176 STEEL PILE | | | 0615 639001-001 LUMP| 3100.00000 3100.00| 1000.00000 1000.00| 7500.00000 7500.00 CONSTRUCTION LAYOUT STAKE | | | 0620 626002-001 GG1 1680.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0625 626002-002 GG2 1680.000 SF | 35.00000 58800.00| | 30.00000 50400.00 MSE RETAINING WALL, REINFORCED EARTH | | | 0630 626002-003 GG3 1680.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0635 626002-004 GG4 1680.000 SF | | 65.00000 109200.00| MSE RETAINING WALL, MSE PLUS | | | 0636 626002-005 GG5 1680.000 SF | | | MSE RETAINING WALL, ARES | | | SECTION TOTALS | $ 489,064.40| $ 420,932.80| $ 251,542.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 WALL B | | | 0640 212010-001 231.000 SF | 38.00000 8778.00| 70.00000 16170.00| 50.00000 11550.00 SHORING, WALL B | | | 0645 617003-001 61.000 LF | 130.00000 7930.00| 200.00000 12200.00| 150.00000 9150.00 ALUMINUM RAILING ,PEDESTRAIN | | | 0650 639001-001 LUMP| 1600.00000 1600.00| 700.00000 700.00| 4000.00000 4000.00 CONSTRUCTION LAYOUT STAKE | | | 0655 626002-001 HH1 865.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0660 626002-002 HH2 865.000 SF | 56.00000 48440.00| | 45.00000 38925.00 MSE RETAINING WALL, REINFORCED EARTH | | | 0665 626002-003 HH3 865.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0670 626002-004 HH4 865.000 SF | | 80.00000 69200.00| MSE RETAINING WALL, MSE PLUS | | | 0671 626002-005 HH5 865.000 SF | | | MSE RETAINING WALL, ARES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -33 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 25-0930077 |(6) 25-1355037 |ORDERS CONSTRUCTION COMPANY,|JOSEPH B. FAY COMPANY |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 66,748.00| $ 98,270.00| $ 63,625.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 WALL C | | | 0675 601003-001 1.000 CY | 2000.00000 2000.00| 1750.00000 1750.00| 2500.00000 2500.00 CLASS K CONCRETE | | | 0685 602002-001 340.000 LB | 1.00000 340.00| 0.90000 306.00| 0.80000 272.00 EPOXY COATED REINFORCING STEEL BAR | | | 0690 617003-001 15.000 LF | 78.00000 1170.00| 65.00000 975.00| 100.00000 1500.00 ALUMINUM RAILING ,2 RAIL | | | 0695 639001-001 LUMP| 930.00000 930.00| 200.00000 200.00| 1000.00000 1000.00 CONSTRUCTION LAYOUT STAKE | | | 0700 626002-001 II1 147.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0705 626002-002 II2 147.000 SF | 81.00000 11907.00| | 50.00000 7350.00 MSE RETAINING WALL, REINFORCED EARTH | | | 0710 626002-003 II3 147.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0715 626002-004 II4 147.000 SF | | 125.00000 18375.00| MSE RETAINING WALL, MSE PLUS | | | 0716 626002-005 II5 147.000 SF | | | MSE RETAINING WALL, ARES | | | SECTION TOTALS | $ 16,347.00| $ 21,606.00| $ 12,622.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 WALL D | | | 0725 614001-006 350.000 LF | 350.00000 122500.00| 326.00000 114100.00| 150.00000 52500.00 HP12X53 STEEL PILE | | | 0730 639001-001 LUMP| 1600.00000 1600.00| 1200.00000 1200.00| 1000.00000 1000.00 CONSTRUCTION LAYOUT STAKE | | | 0735 626002-001 JJ1 798.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0740 626002-002 JJ2 798.000 SF | 77.00000 61446.00| | 40.00000 31920.00 MSE RETAINING WALL, REINFORCED EARTH | | | 0745 626002-003 JJ3 798.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0750 626002-004 JJ4 798.000 SF | | 90.00000 71820.00| MSE RETAINING WALL, MSE PLUS | | | 0751 626002-005 JJ5 798.000 SF | | | MSE RETAINING WALL, ARES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -34 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 25-0930077 |(6) 25-1355037 |ORDERS CONSTRUCTION COMPANY,|JOSEPH B. FAY COMPANY |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 185,546.00| $ 187,120.00| $ 85,420.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 WALL E | | | 0755 212010-001 765.000 SF | 39.00000 29835.00| 90.00000 68850.00| 50.00000 38250.00 SHORING, WALL E | | | 0760 617003-001 241.000 LF | 120.00000 28920.00| 200.00000 48200.00| 160.00000 38560.00 ALUMINUM RAILING ,PEDESTRIAN | | | 0765 639001-001 LUMP| 3700.00000 3700.00| 2500.00000 2500.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | 0770 626002-001 KK1 4364.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0775 626002-002 KK2 4364.000 SF | 60.00000 261840.00| | 50.00000 218200.00 MSE RETAINING WALL, REINFORCED EARTH | | | 0780 626002-003 KK3 4364.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0785 626002-004 KK4 4364.000 SF | | 65.00000 283660.00| MSE RETAINING WALL, MSE PLUS | | | 0786 626002-005 KK5 4364.000 SF | | | MSE RETAINING WALL, ARES | | | SECTION TOTALS | $ 324,295.00| $ 403,210.00| $ 300,010.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 WALL F | | | 0795 639001-001 LUMP| 1600.00000 1600.00| 800.00000 800.00| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKE | | | 0800 626002-001 LL1 895.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0805 626002-002 LL2 895.000 SF | 51.00000 45645.00| | 40.00000 35800.00 MSE RETAINING WALL, REINFORCED EARTH | | | 0810 626002-003 LL3 895.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0815 626002-004 LL4 895.000 SF | | 70.00000 62650.00| MSE RETAINING WALL, MSE PLUS | | | 0816 626002-005 LL5 895.000 SF | | | MSE RETAINING WALL, ARES | | | SECTION TOTALS | $ 47,245.00| $ 63,450.00| $ 37,800.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0012 WALL G | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -35 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 25-0930077 |(6) 25-1355037 |ORDERS CONSTRUCTION COMPANY,|JOSEPH B. FAY COMPANY |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0825 639001-001 LUMP| 2500.00000 2500.00| 1900.00000 1900.00| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKE | | | 0830 626002-001 MM1 1601.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0835 626002-002 MM2 1601.000 SF | 57.00000 91257.00| | 40.00000 64040.00 MSE RETAINING WALL, REINFORCED EARTH | | | 0840 626002-003 MM3 1601.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0845 626002-004 MM4 1601.000 SF | | 85.00000 136085.00| MSE RETAINING WALL, MSE PLUS | | | 0846 626002-005 MM5 1601.000 SF | | | MSE RETAINING WALL, ARES | | | SECTION TOTALS | $ 93,757.00| $ 137,985.00| $ 66,040.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0013 WALL H | | | 0855 617003-001 136.000 LF | 80.00000 10880.00| 130.00000 17680.00| 160.00000 21760.00 ALUMINUM RAILING ,PEDESTERIAN | | | 0860 639001-001 LUMP| 1600.00000 1600.00| 1200.00000 1200.00| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKE | | | 0865 626002-001 NN1 828.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0870 626002-002 NN2 828.000 SF | 80.00000 66240.00| | 60.00000 49680.00 MSE RETAINING WALL, REINFORCED EARTH | | | 0875 626002-003 NN3 828.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0880 626002-004 NN4 828.000 SF | | 90.00000 74520.00| MSE RETAINING WALL, MSE PLUS | | | 0881 626002-005 NN5 828.000 SF | | | MSE RETAINING WALL, ARES | | | SECTION TOTALS | $ 78,720.00| $ 93,400.00| $ 73,440.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0014 WALL I | | | 0882 212001-000 1537.000 CY | 50.00000 76850.00| 25.00000 38425.00| 30.00000 46110.00 STRUCTURE EXCAVATION | | | 0883 614001-248 1203.000 LF | 300.00000 360900.00| 250.00000 300750.00| 250.00000 300750.00 W21X101 STEEL PILE | | | 0884 614001-251 1823.000 LF | 270.00000 492210.00| 255.00000 464865.00| 250.00000 455750.00 W21X132 STEEL PILE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -36 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 25-0930077 |(6) 25-1355037 |ORDERS CONSTRUCTION COMPANY,|JOSEPH B. FAY COMPANY |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0885 614003-001 2585.000 SF | 23.00000 59455.00| 27.00000 69795.00| 15.00000 38775.00 CONCRETE LAGGING, THICKNESS 9 INCH | | | 0886 614003-001 1640.000 SF | 27.00000 44280.00| 20.00000 32800.00| 20.00000 32800.00 CONCRETE LAGGING, THICKNESS 12 INCH | | | 0887 615005-001 57.000 EA | 3500.00000 199500.00| 6000.00000 342000.00| 5000.00000 285000.00 ROCK ANCHOR, INSTALLED | | | 0888 615005-002 5.000 EA | 1100.00000 5500.00| 400.00000 2000.00| 500.00000 2500.00 ROCK ANCHORS PERFORMANCE TEST | | | 0890 615005-003 150.000 LF | 42.00000 6300.00| 35.00000 5250.00| 75.00000 11250.00 ADDITIONAL ANCHOR LENGTH | | | 0891 628001-001 115.000 LF | 11.00000 1265.00| 35.00000 4025.00| 25.00000 2875.00 DRILLED HOLE, | | | 0892 628002-001 75.000 CF | 21.00000 1575.00| 35.00000 2625.00| 30.00000 2250.00 PRESSURE INJECTED GROUT | | | 0895 639001-001 LUMP| 8700.00000 8700.00| 5700.00000 5700.00| 20000.00000 20000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 1,256,535.00| $ 1,268,235.00| $ 1,198,060.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0015 WALL J | | | 0900 212010-001 395.000 SF | 55.00000 21725.00| 90.00000 35550.00| 60.00000 23700.00 SHORING, WALL J | | | 0905 617003-001 259.000 LF | 78.00000 20202.00| 125.00000 32375.00| 160.00000 41440.00 ALUMINUM RAILING ,PEDESTERIAN | | | 0910 639001-001 LUMP| 3700.00000 3700.00| 2500.00000 2500.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | 0915 626002-001 PP1 3893.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0920 626002-002 PP2 3893.000 SF | 55.00000 214115.00| | 50.00000 194650.00 MSE RETAINING WALL, REINFORCED EARTH | | | 0925 626002-003 PP3 3893.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0930 626002-004 PP4 3893.000 SF | | 70.00000 272510.00| MSE RETAINING WALL, MSE PLUS | | | 0931 626002-005 PP5 3893.000 SF | | | MSE RETAINING WALL, ARES | | | SECTION TOTALS | $ 259,742.00| $ 342,935.00| $ 264,790.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0016 WALL K | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -37 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 25-0930077 |(6) 25-1355037 |ORDERS CONSTRUCTION COMPANY,|JOSEPH B. FAY COMPANY |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0935 601003-001 19.000 CY | 640.00000 12160.00| 1000.00000 19000.00| 1000.00000 19000.00 CLASS K CONCRETE | | | 0945 602002-001 5480.000 LB | 0.96000 5260.80| 1.00000 5480.00| 0.80000 4384.00 EPOXY COATED REINFORCING STEEL BAR | | | 0950 617003-001 239.000 LF | 78.00000 18642.00| 100.00000 23900.00| 80.00000 19120.00 ALUMINUM RAILING ,2 RAIL | | | 0955 639001-001 LUMP| 5000.00000 5000.00| 2200.00000 2200.00| 2500.00000 2500.00 CONSTRUCTION LAYOUT STAKE | | | 0960 626002-001 QQ1 5240.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0965 626002-002 QQ2 5240.000 SF | 56.00000 293440.00| | 55.00000 288200.00 MSE RETAINING WALL, REINFORCED EARTH | | | 0970 626002-003 QQ3 5240.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0975 626002-004 QQ4 5240.000 SF | | 75.00000 393000.00| MSE RETAINING WALL, MSE PLUS | | | 0976 626002-005 QQ5 5240.000 SF | | | MSE RETAINING WALL, ARES | | | SECTION TOTALS | $ 334,502.80| $ 443,580.00| $ 333,204.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0017 WALL L | | | 0985 614001-161 2250.000 LF | 220.00000 495000.00| 255.00000 573750.00| 260.00000 585000.00 W14X211 STEEL PILE | | | 0990 639001-001 LUMP| 7800.00000 7800.00| 3800.00000 3800.00| 2500.00000 2500.00 CONSTRUCTION LAYOUT STAKE | | | 0995 626002-001 RR1 3684.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 1000 626002-002 RR2 3684.000 SF | 43.00000 158412.00| | 35.00000 128940.00 MSE RETAINING WALL, REINFORCED EARTH | | | 1005 626002-003 RR3 3684.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 1010 626002-004 RR4 3684.000 SF | | 75.00000 276300.00| MSE RETAINING WALL, MSE PLUS | | | 1011 626002-005 RR5 3684.000 SF | | | MSE RETAINING WALL, ARES | | | SECTION TOTALS | $ 661,212.00| $ 853,850.00| $ 716,440.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0018 BRIDGE #4919 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -38 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 25-0930077 |(6) 25-1355037 |ORDERS CONSTRUCTION COMPANY,|JOSEPH B. FAY COMPANY |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1015 203001-000 LUMP| 909400.00000 909400.00| 1150000.00000 1150000.00| 750000.00000 750000.00 DISMANTLING STRUCTURE , EXISTING BRIDGE | | | REMOVAL | | | 1020 207034-000 130.000 SY | 1.20000 156.00| 12.00000 1560.00| 8.00000 1040.00 FABRIC FOR SEPARATION | | | 1021 211001-000 92.000 CY | 40.00000 3680.00| 42.00000 3864.00| 30.00000 2760.00 UNCLASSIFIED BORROW EXCAVATION | | | 1022 211002-000 422.000 CY | 42.00000 17724.00| 50.00000 21100.00| 30.00000 12660.00 ROCK BORROW EXCAVATION | | | 1025 212001-000 284.000 CY | 81.00000 23004.00| 20.00000 5680.00| 30.00000 8520.00 STRUCTURE EXCAVATION | | | 1030 212002-000 749.000 CY | 110.00000 82390.00| 115.00000 86135.00| 20.00000 14980.00 WET EXCAVATION | | | 1035 212004-000 2.000 EA | 119500.00000 239000.00| 175000.00000 350000.00| 250000.00000 500000.00 COFFERDAM | | | 1040 212005-000 70.000 CY | 110.00000 7700.00| 50.00000 3500.00| 50.00000 3500.00 SELECT MATERIAL FOR BACKFILLING | | | 1041 218004-001 227.000 SY | 95.00000 21565.00| 57.00000 12939.00| 65.00000 14755.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 1042 218007-000 281.000 SY | 1.20000 337.20| 4.00000 1124.00| 3.00000 843.00 FABRIC FOR EROSION CONTROL | | | 1045 601002-001 812.000 CY | 340.00000 276080.00| 425.00000 345100.00| 400.00000 324800.00 CLASS B CONCRETE | | | 1046 601002-003 1013.000 CY | 470.00000 476110.00| 525.00000 531825.00| 500.00000 506500.00 CLASS B CONCRETE, ARCHITECTURAL | | | 1050 601003-001 1771.000 CY | 550.00000 974050.00| 475.00000 841225.00| 500.00000 885500.00 CLASS K CONCRETE | | | 1060 602001-001 302971.000 LB | 0.69000 209049.99| 0.60000 181782.60| 0.80000 242376.80 REINFORCING STEEL BAR | | | 1065 602002-001 357467.000 LB | 0.83000 296697.61| 0.65000 232353.55| 0.90000 321720.30 EPOXY COATED REINFORCING STEEL BAR | | | 1070 615001-001 1.000 LS | 4750000.00000 4750000.00| 4806350.00000 4806350.00| 7150000.00000 7150000.00 STEEL SUPERSTRUCTURE | | | 1075 615028-001 4.000 EA | 5400.00000 21600.00| 3500.00000 14000.00| 7000.00000 28000.00 GUIDED BEARING | | | 1080 615029-001 4.000 EA | 4100.00000 16400.00| 3500.00000 14000.00| 5000.00000 20000.00 NON-GUIDED BEARING | | | 1085 615030-001 8.000 EA | 14600.00000 116800.00| 3500.00000 28000.00| 15000.00000 120000.00 FIXED BEARING | | | 1090 616004-017 580.000 LF | 36.00000 20880.00| 53.00000 30740.00| 40.00000 23200.00 HP14X89 STEEL BEARING PILE, DRIVEN | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -39 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 25-0930077 |(6) 25-1355037 |ORDERS CONSTRUCTION COMPANY,|JOSEPH B. FAY COMPANY |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1095 616005-017 530.000 LF | 180.00000 95400.00| 125.00000 66250.00| 80.00000 42400.00 HP14X89 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 1096 617003-001 1109.000 LF | 76.00000 84284.00| 55.00000 60995.00| 80.00000 88720.00 ALUMINUM RAILING , 2 RAIL | | | 1097 617003-001 1101.000 LF | 77.00000 84777.00| 70.00000 77070.00| 90.00000 99090.00 ALUMINUM RAILING , 3 RAIL | | | 1101 627023-001 80.000 LF | 1500.00000 120000.00| 1250.00000 100000.00| 1300.00000 104000.00 EXPANSION DAM, STEEL FINGER JOINT | | | 1102 628004-001 1360.000 LF | 43.00000 58480.00| 8.00000 10880.00| 30.00000 40800.00 EXPLORATORY DRILLING AND SAMPLING, PILE | | | DRIVING | | | 1103 628004-001 420.000 LF | 71.00000 29820.00| 16.00000 6720.00| 30.00000 12600.00 EXPLORATORY DRILLING AND SAMPLING, | | | SPREAD FOOTING | | | 1115 636005-001 1.000 LS | 3700.00000 3700.00| 21000.00000 21000.00| 7500.00000 7500.00 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC ,EXIST. BRIDGE DECK | | | 1120 639001-001 LUMP| 55900.00000 55900.00| 35000.00000 35000.00| 50000.00000 50000.00 CONSTRUCTION LAYOUT STAKE | | | 1130 643010-024 320.000 LF | 95.00000 30400.00| 66.32000 21222.40| 75.00000 24000.00 10 INCH FIBERGLASS PIPE, | | | 1135 673001-001 LUMP| 105100.00000 105100.00| 75000.00000 75000.00| 90000.00000 90000.00 INSTALL UTILITY CONDUIT SYSTEM, ELECTRIC| | | 1140 673001-001 LUMP| 105100.00000 105100.00| 85000.00000 85000.00| 100000.00000 100000.00 INSTALL UTILITY CONDUIT SYSTEM, , | | | TELEPHONE | | | 1150 679002-001 215.000 CY | 880.00000 189200.00| 925.00000 198875.00| 800.00000 172000.00 SPECIALIZED CONCRETE OVERLAY , LATEX | | | MODIFIED CONCRETE ONLY | | | 1155 679006-001 LUMP| 4000.00000 4000.00| 5000.00000 5000.00| 2000.00000 2000.00 TEST SLAB | | | SECTION TOTALS | $ 9,428,784.80| $ 9,424,290.55| $ 11,764,265.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0019 WOODEN PEDESTRIAN BRIDGE | | | 1165 212001-000 126.000 CY | 130.00000 16380.00| 25.00000 3150.00| 30.00000 3780.00 STRUCTURE EXCAVATION | | | 1170 212005-000 10.000 CY | 110.00000 1100.00| 145.00000 1450.00| 50.00000 500.00 SELECT MATERIAL FOR BACKFILLING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -40 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 25-0930077 |(6) 25-1355037 |ORDERS CONSTRUCTION COMPANY,|JOSEPH B. FAY COMPANY |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1175 601002-001 39.000 CY | 1500.00000 58500.00| 550.00000 21450.00| 600.00000 23400.00 CLASS B CONCRETE | | | 1180 602001-001 5109.000 LB | 0.64000 3269.76| 1.00000 5109.00| 1.00000 5109.00 REINFORCING STEEL BAR | | | 1185 616005-003 89.000 LF | 210.00000 18690.00| 300.00000 26700.00| 60.00000 5340.00 HP10X42 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 1190 622002-001 5.380 MF | 8500.00000 45730.00| 5000.00000 26900.00| 5000.00000 26900.00 TREATED LUMBER AND TIMBER | | | 1195 639001-001 LUMP| 1600.00000 1600.00| 1000.00000 1000.00| 2500.00000 2500.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 145,269.76| $ 85,759.00| $ 67,529.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0020 HIGHWAY LIGHTING | | | 1200 662002-001 LUMP| 14800.00000 14800.00| 32000.00000 32000.00| 25000.00000 25000.00 GALVANIZED STEEL CONDUIT 01 | | | 1215 662006-001 18.000 EA | 1000.00000 18000.00| 1000.00000 18000.00| 900.00000 16200.00 JUNCTION BOX, TYPE B | | | 1220 662006-001 5.000 EA | 1500.00000 7500.00| 1250.00000 6250.00| 1200.00000 6000.00 JUNCTION BOX, TYPE H, 18"X18" | | | 1230 662007-001 18.000 EA | 500.00000 9000.00| 300.00000 5400.00| 300.00000 5400.00 LUMINAIRE, 100W (BRIDGE) | | | 1235 662007-001 3.000 EA | 370.00000 1110.00| 1220.00000 3660.00| 1200.00000 3600.00 LUMINAIRE, 250W (PARKING LOT) | | | 1240 662008-001 1.000 LS | 13200.00000 13200.00| 10000.00000 10000.00| 10000.00000 10000.00 CABLE, 01 | | | 1255 662010-004 3.000 EA | 2100.00000 6300.00| 2200.00000 6600.00| 2000.00000 6000.00 LIGHTING SUPPORT, TYPE IV, (40-15) | | | 1260 662010-007 18.000 EA | 1300.00000 23400.00| 2000.00000 36000.00| 2000.00000 36000.00 LIGHTING SUPPORT, TYPE VII, (14-0) | | | 1265 662013-001 LUMP| 8200.00000 8200.00| 3400.00000 3400.00| 3200.00000 3200.00 SERVICE AND CONTROL STATION, 01 | | | 1280 662014-001 LUMP| 3700.00000 3700.00| 1200.00000 1200.00| 1200.00000 1200.00 INCIDENTAL ELECTRICAL WORK | | | 1285 662015-001 1.000 LS | 110.00000 110.00| 1000.00000 1000.00| 800.00000 800.00 ELECTRICAL TEST, 01 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -41 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 25-0930077 |(6) 25-1355037 |ORDERS CONSTRUCTION COMPANY,|JOSEPH B. FAY COMPANY |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 105,320.00| $ 123,510.00| $ 113,400.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0021 LANDSCAPING | | | 1295 608021-001 1581.000 LF | 11.00000 17391.00| 3.25000 5138.25| 5.00000 7905.00 FENCE, SNOW FENCE | | | 1300 639001-001 LUMP| 12700.00000 12700.00| 1000.00000 1000.00| 1000.00000 1000.00 CONSTRUCTION LAYOUT STAKE | | | 1301 652003-006 4.000 LB | 120.00000 480.00| 81.00000 324.00| 35.00000 140.00 SEED MIXTURE, FESTUCA OVINA VAR. GLAUCA | | | 1302 652003-006 4.000 LB | 120.00000 480.00| 81.00000 324.00| 35.00000 140.00 SEED MIXTURE, FESTUCA RUBRA VAR. | | | COMMUTATA | | | 1303 652003-006 3.000 LB | 120.00000 360.00| 75.00000 225.00| 35.00000 105.00 SEED MIXTURE, LOLIUM PERENNE | | | 1304 652003-006 2.000 LB | 120.00000 240.00| 75.00000 150.00| 50.00000 100.00 SEED MIXTURE, AGROSTIS ALBA | | | 1305 652003-006 5.000 LB | 120.00000 600.00| 75.00000 375.00| 35.00000 175.00 SEED MIXTURE, LOLLIUM MULTIFLOUM | | | 1306 652003-006 2.000 LB | 120.00000 240.00| 75.00000 150.00| 65.00000 130.00 SEED MIXTURE, ANDROPOGAN GERARDII | | | 1307 652003-006 1.000 LB | 120.00000 120.00| 81.00000 81.00| 100.00000 100.00 SEED MIXTURE, ANDROPOGON SCOPARIUS | | | 1308 652003-006 1.000 LB | 120.00000 120.00| 81.00000 81.00| 100.00000 100.00 SEED MIXTURE, SORGHASTRUM NUTANS | | | 1309 652003-006 1.000 LB | 120.00000 120.00| 81.00000 81.00| 100.00000 100.00 SEED MIXTURE, PANICUM VIRGATUM | | | 1310 653004-001 575.000 EA | 2.50000 1437.50| 12.00000 6900.00| 35.00000 20125.00 GROUND COVERS, ACORUS AMERICANUS | | | 1315 653004-001 100.000 EA | 2.50000 250.00| 12.00000 1200.00| 30.00000 3000.00 GROUND COVERS, ASARUM INCAMATA | | | 1320 653004-001 1210.000 EA | 2.50000 3025.00| 12.00000 14520.00| 30.00000 36300.00 GROUND COVERS, ASCIEPIAS INCAMATA | | | 1325 653004-001 625.000 EA | 2.50000 1562.50| 12.00000 7500.00| 30.00000 18750.00 GROUND COVERS, CAREX STRICIA | | | 1330 653004-001 350.000 EA | 2.50000 875.00| 12.00000 4200.00| 30.00000 10500.00 GROUND COVERS, EUPATORUIM FISTULOSUM | | | 1335 653004-001 100.000 EA | 2.50000 250.00| 12.00000 1200.00| 30.00000 3000.00 GROUND COVERS, LOBELIA CARDINALIS | | | 1340 653004-001 100.000 EA | 2.50000 250.00| 13.90000 1390.00| 35.00000 3500.00 GROUND COVERS, OSMUNDA CINNAMOMEA | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -42 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 25-0930077 |(6) 25-1355037 |ORDERS CONSTRUCTION COMPANY,|JOSEPH B. FAY COMPANY |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1350 653004-001 44.000 EA | 2.50000 110.00| 13.90000 611.60| 75.00000 3300.00 GROUND COVERS, CLEMATIS VIRGINIANA | | | 1355 654001-001 6.000 EA | 260.00000 1560.00| 456.00000 2736.00| 750.00000 4500.00 TREE, DECIDUOUS, ACER RUBRUN | | | 1360 654001-001 9.000 EA | 260.00000 2340.00| 456.00000 4104.00| 750.00000 6750.00 TREE, DECIDUOUS, NYSSA SYLVATICA | | | 1365 654001-001 8.000 EA | 260.00000 2080.00| 456.00000 3648.00| 750.00000 6000.00 TREE, DECIDUOUS, PLANTANUS OCCIDENTALS | | | 1370 654001-001 15.000 EA | 260.00000 3900.00| 234.00000 3510.00| 625.00000 9375.00 TREE, DECIDUOUS, ACER NEGUNDO | | | 1380 654001-001 15.000 EA | 260.00000 3900.00| 234.00000 3510.00| 250.00000 3750.00 TREE, DECIDUOUS, CERCIS CANADENSIS | | | 1385 654001-001 20.000 EA | 260.00000 5200.00| 234.00000 4680.00| 750.00000 15000.00 TREE, DECIDUOUS, STAPHYIEA TRIFOLIA | | | 1390 654001-001 11.000 EA | 260.00000 2860.00| 234.00000 2574.00| 150.00000 1650.00 TREE, DECIDUOUS, AMELANCHIER SANGUINEA | | | 1400 654003-001 20.000 EA | 53.00000 1060.00| 47.00000 940.00| 140.00000 2800.00 SHRUB, DECIDUOUS, CEPHALANTHUS | | | OCCIDENTALIS | | | 1405 654003-001 112.000 EA | 53.00000 5936.00| 47.00000 5264.00| 140.00000 15680.00 SHRUB, DECIDUOUS, VIBUMUM PRUNIFOLIUM | | | 1410 654003-001 17.000 EA | 53.00000 901.00| 47.00000 799.00| 140.00000 2380.00 SHRUB, DECIDUOUS, HAMAMELIS VIRGINIANA | | | 1415 654003-001 165.000 EA | 53.00000 8745.00| 47.00000 7755.00| 140.00000 23100.00 SHRUB, DECIDUOUS, LINDERA BENZOIN | | | 1420 654003-001 35.000 EA | 53.00000 1855.00| 47.00000 1645.00| 140.00000 4900.00 SHRUB, DECIDUOUS, RHODODENDRON | | | NUDIFLORUM | | | 1425 654003-001 24.000 EA | 53.00000 1272.00| 47.00000 1128.00| 140.00000 3360.00 SHRUB, DECIDUOUS, VACCINIUM VACILLANS | | | 1435 654003-001 116.000 EA | 53.00000 6148.00| 47.00000 5452.00| 140.00000 16240.00 SHRUB, DECIDUOUS, VIBURNUM DENTATUM | | | SECTION TOTALS | $ 88,368.00| $ 93,195.85| $ 223,955.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0022 ON JOB TRAINING | | | 1440 699000-001 2000.000 HR | 0.80000 1600.00| 0.80000 1600.00| 0.80000 1600.00 ON JOB TRAINING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -43 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 25-0930077 |(6) 25-1355037 |ORDERS CONSTRUCTION COMPANY,|JOSEPH B. FAY COMPANY |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 1,600.00| $ 1,600.00| $ 1,600.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0023 COPMUTER SYSTEM | | | 1445 640004-001 LUMP| 2300.00000 2300.00| 3500.00000 3500.00| 10000.00000 10000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 2,300.00| $ 3,500.00| $ 10,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 18,470,262.21| $ 19,009,175.70| $ 19,786,621.20 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -44 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 25-1100215 |(8) 25-1021993 | |MOSITES CONSTRUCTION COMPANY|TRUMBULL CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 50000.00000 50000.00| 900000.00000 900000.00| CLEARING AND GRUBBING | | | 0006 203001-000 LUMP| 25000.00000 25000.00| 65000.00000 65000.00| DISMANTLING STRUCTURE ,REMOVAL OF | | | WATERLINE INTAKE | | | 0010 204001-000 LUMP| 500000.00000 500000.00| 680000.00000 680000.00| MOBILIZATION | | | 0015 206002-001 3729.000 SY | 10.00000 37290.00| 25.00000 93225.00| BASE REINFORCEMENT GEOGRID, TYPE 3 | | | 0020 207001-001 15880.000 CY | 15.00000 238200.00| 24.00000 381120.00| UNCLASSIFIED EXCAVATION | | | 0025 207002-000 1120.000 CY | 30.00000 33600.00| 51.06000 57187.20| SUBGRADE | | | 0030 207034-000 12103.000 SY | 1.00000 12103.00| 1.50000 18154.50| FABRIC FOR SEPARATION | | | 0035 211001-000 12382.000 CY | 15.00000 185730.00| 15.00000 185730.00| UNCLASSIFIED BORROW EXCAVATION | | | 0036 211002-000 6665.000 CY | 50.00000 333250.00| 45.00000 299925.00| ROCK BORROW EXCAVATION ,CAUSEWAY | | | 0037 211003-000 147.000 CY | 50.00000 7350.00| 45.00000 6615.00| SELECT BORROW EXCAVATION ,STRUCTURAL | | | FILL | | | 0038 212002-000 12824.000 CY | 25.00000 320600.00| 45.00000 577080.00| WET EXCAVATION ,CAUSEWAY | | | 0040 218003-000 3993.000 CY | 200.00000 798600.00| 225.00000 898425.00| GABION | | | 0045 307001-000 2486.000 CY | 35.00000 87010.00| 40.00000 99440.00| AGGREGATE BASE COURSE, CLASS 1 | | | 0050 307001-000 11199.000 CY | 35.00000 391965.00| 30.00000 335970.00| AGGREGATE BASE COURSE, CLASS 10 | | | 0051 408002-001 1072.000 GA | 3.00000 3216.00| 1.00000 1072.00| BITUMINOUS MATERIAL | | | 0055 415005-001 200.000 SY | 10.00000 2000.00| 5.00000 1000.00| REMOVE EXISTING PAVEMENT SURFACE | | | 0060 502001-012 142.000 SY | 150.00000 21300.00| 175.00000 24850.00| 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0061 601002-001 53.000 CY | 200.00000 10600.00| 175.00000 9275.00| CLASS B CONCRETE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -45 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 25-1100215 |(8) 25-1021993 | |MOSITES CONSTRUCTION COMPANY|TRUMBULL CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 604002-020 91.000 LF | 51.00000 4641.00| 55.00000 5005.00| 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 TEMPORARY | | | 0064 604037-020 242.000 LF | 47.00000 11374.00| 85.00000 20570.00| 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0065 604050-006 417.000 LF | 20.00000 8340.00| 25.00000 10425.00| 8 INCH CORRUGATED POLYETHYLENE PIPE | | | 0066 604050-010 23.000 LF | 47.00000 1081.00| 150.00000 3450.00| 12 INCH CORRUGATED POLYETHYLENE PIPE | | | 0067 604054-020 66.000 LF | 500.00000 33000.00| 775.00000 51150.00| 24 INCH JACKED CONDUIT, REINFORCED | | | CONCRETE PIPE, CLASS IV | | | 0068 604057-024 473.000 LF | 80.00000 37840.00| 50.00000 23650.00| 36 INCH PRECOATED GALVANIZED STEEL PIPE,| | | B2 | | | 0070 605001-001 6.000 EA | 3600.00000 21600.00| 5000.00000 30000.00| TYPE A MANHOLE | | | 0075 605003-001 2.000 EA | 2500.00000 5000.00| 3125.00000 6250.00| TYPE A INLET | | | 0080 605004-001 10.000 EA | 2000.00000 20000.00| 2000.00000 20000.00| TYPE B INLET | | | 0081 605004-001 12.000 EA | 2500.00000 30000.00| 2500.00000 30000.00| TYPE B INLET ,MODIFIED | | | 0085 605009-001 16.000 EA | 2000.00000 32000.00| 2000.00000 32000.00| TYPE G INLET | | | 0090 605012-001 2.000 EA | 1400.00000 2800.00| 1500.00000 3000.00| ADJUST INLET TYPE G | | | 0095 605015-001 1.000 EA | 1000.00000 1000.00| 2500.00000 2500.00| ADJUST MANHOLE TYPE A | | | 0100 606020-001 1714.000 LF | 9.00000 15426.00| 2.00000 3428.00| AGGREGATE FILLED FABRIC UNDERDRAIN, 18 | | | INCH | | | 0101 606025-004 1714.000 LF | 9.00000 15426.00| 10.00000 17140.00| 6 INCH UNDERDRAIN PIPE | | | 0105 606030-001 250.000 LF | 9.00000 2250.00| 12.00000 3000.00| OUTLET PIPE | | | 0106 607010-020 742.000 LF | 2.00000 1484.00| 1.50000 1113.00| GUARDRAIL REMOVAL | | | 0130 608001-004 400.000 LF | 24.00000 9600.00| 24.00000 9600.00| 5 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -46 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 25-1100215 |(8) 25-1021993 | |MOSITES CONSTRUCTION COMPANY|TRUMBULL CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0135 608005-001 1.000 EA | 800.00000 800.00| 800.00000 800.00| VEHICULAR GATE, CHAIN LINK | | | 0136 608005-001 8.000 EA | 800.00000 6400.00| 800.00000 6400.00| VEHICULAR GATE, CHAIN LINK ,CONTRACTOR | | | ACCESS ROAD | | | 0140 609001-001 797.000 SY | 50.00000 39850.00| 65.00000 51805.00| CONCRETE SIDEWALK | | | 0145 609001-001 489.000 SY | 66.00000 32274.00| 80.00000 39120.00| CONCRETE SIDEWALK ,FOOT TRAIL 5" THICK | | | EXPOSED AGGREGATE SURFACE | | | 0150 609002-001 143.000 CY | 51.00000 7293.00| 85.00000 12155.00| BED COURSE MATERIAL | | | 0155 610003-001 2512.000 LF | 25.00000 62800.00| 40.00000 100480.00| COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I | | | 0160 610003-004 50.000 LF | 31.00000 1550.00| 75.00000 3750.00| COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE IV | | | 0165 610021-001 950.000 LF | 100.00000 95000.00| 110.00000 104500.00| SINGLE FACED BARRIER ,TYPE A | | | 0170 610021-001 461.000 LF | 100.00000 46100.00| 60.00000 27660.00| SINGLE FACED BARRIER ,TYPE B | | | 0175 610021-001 84.000 LF | 120.00000 10080.00| 170.00000 14280.00| SINGLE FACED BARRIER ,TYPE C | | | 0176 610021-001 66.000 LF | 170.00000 11220.00| 110.00000 7260.00| SINGLE FACED BARRIER ,TYPE D | | | 0177 622002-001 11.000 MF | 7000.00000 77000.00| 5200.00000 57200.00| TREATED LUMBER AND TIMBER ,FOR PARKING | | | LOTS GUARDRAIL | | | 0180 633001-001 252.000 SY | 55.00000 13860.00| 225.00000 56700.00| CONCRETE GUTTER | | | 0190 636007-001 6500.000 LF | 0.70000 4550.00| 0.65000 4225.00| ERADICATION OF PAVEMENT MARKING | | | 0195 636008-001 17700.000 LF | 0.30000 5310.00| 0.20000 3540.00| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0200 636011-001 12690.000 UN | 4.00000 50760.00| 1.00000 12690.00| TRAFFIC CONTROL DEVICE | | | 0205 636012-010 4.000 EA | 280.00000 1120.00| 50.00000 200.00| PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -47 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 25-1100215 |(8) 25-1021993 | |MOSITES CONSTRUCTION COMPANY|TRUMBULL CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0210 636013-001 540.000 EA | 2.00000 1080.00| 1.00000 540.00| INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0215 636014-001 800.000 HR | 45.00000 36000.00| 50.00000 40000.00| FLAGGER | | | 0216 636014-001 700.000 HR | 45.00000 31500.00| 50.00000 35000.00| FLAGGER ,FOR PEDESTRIAN CROSSING UNDER | | | BRIDGE | | | 0220 636017-001 1300.000 LF | 17.00000 22100.00| 35.00000 45500.00| TEMPORARY CONCRETE BARRIER | | | 0225 636018-001 2000.000 LF | 3.00000 6000.00| 4.00000 8000.00| REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0227 636024-001 235.000 LF | 51.00000 11985.00| 50.00000 11750.00| TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0230 636025-001 3650.000 DA | 2.00000 7300.00| 1.10000 4015.00| WARNING LIGHTS, TYPE B | | | 0235 636025-001 12000.000 DA | 0.60000 7200.00| 0.50000 6000.00| WARNING LIGHTS, TYPE C | | | 0240 637001-001 40.000 MG | 51.00000 2040.00| 75.00000 3000.00| WATER FOR DUST PALLIATIVE | | | 0245 638002-001 10.000 EA | 100.00000 1000.00| 225.00000 2250.00| RIGHT OF WAY MARKER | | | 0250 639001-001 LUMP| 1.00000 1.00| 10000.00000 10000.00| CONSTRUCTION LAYOUT STAKE | | | 0255 640002-001 18.000 MO | 3000.00000 54000.00| 2000.00000 36000.00| LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0260 640003-001 LUMP| 500.00000 500.00| 5000.00000 5000.00| BUILDING EQUIPMENT | | | 0265 642004-001 351.000 LB | 8.00000 2808.00| 8.00000 2808.00| SEED MIXTURE, TEMPORARY | | | 0270 642004-002 136.000 LB | 6.00000 816.00| 6.00000 816.00| SEED MIXTURE, B | | | 0275 642004-003 42.000 LB | 14.00000 588.00| 14.00000 588.00| SEED MIXTURE, D | | | 0277 642005-002 2.000 TN | 4900.00000 9800.00| 4800.00000 9600.00| MULCH, WOOD CELLULOSE FIBER | | | 0280 642006-001 2.000 TN | 3700.00000 7400.00| 3600.00000 7200.00| FERTILIZER | | | 0285 642010-001 13.000 TN | 61.00000 793.00| 60.00000 780.00| AGRICULTURAL LIMESTONE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -48 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 25-1100215 |(8) 25-1021993 | |MOSITES CONSTRUCTION COMPANY|TRUMBULL CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 642011-001 108.000 EA | 10.00000 1080.00| 16.00000 1728.00| HAY OR STRAW BALE | | | 0295 642012-001 2779.000 LF | 3.00000 8337.00| 2.50000 6947.50| SILT FENCE | | | 0297 642045-001 1085.000 SY | 19.00000 20615.00| 75.00000 81375.00| TURBIDITY CURTAIN, | | | 0298 651001-001 110.000 CY | 51.00000 5610.00| 70.00000 7700.00| FURNISHING AND PLACING TOPSOIL | | | 0300 652001-001 16.000 TN | 61.00000 976.00| 60.00000 960.00| AGRICULTURAL LIMESTONE | | | 0305 652002-001 13.000 TN | 280.00000 3640.00| 280.00000 3640.00| FERTILIZER, 10-20-10 | | | 0310 652003-001 598.000 LB | 8.00000 4784.00| 8.00000 4784.00| SEED MIXTURES, B, C-1, OR C-2 | | | 0315 652003-002 508.000 LB | 12.00000 6096.00| 12.00000 6096.00| SEED MIXTURE, D | | | 0320 652004-001 10.000 TN | 1200.00000 12000.00| 1200.00000 12000.00| STRAW OR HAY MULCH | | | 0325 655001-001 433.000 SY | 2.00000 866.00| 1.70000 736.10| MATTING | | | 0326 655002-001 1476.000 SY | 6.00000 8856.00| 7.00000 10332.00| PERMANENT EROSION MATTING, TYPE B | | | 0327 664001-008 5.000 EA | 3800.00000 19000.00| 3700.00000 18500.00| IMPACT ATTENUATING DEVICE, TYPE IV | | | 0328 664001-009 4.000 EA | 1000.00000 4000.00| 1000.00000 4000.00| REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 0329 672002-003 2.000 EA | 1500.00000 3000.00| 2000.00000 4000.00| SITE FURNISHINGS, PORTABLE TOILETS, | | | HANDICAPPED TYPE | | | 0330 672002-003 2.000 EA | 1000.00000 2000.00| 2000.00000 4000.00| SITE FURNISHINGS, PORTABLE TOILETS | | | 0331 672002-003 3.000 EA | 1000.00000 3000.00| 1500.00000 4500.00| SITE FURNISHINGS, PARK BENCHES | | | 0332 673001-001 LUMP| 25000.00000 25000.00| 48000.00000 48000.00| INSTALL UTILITY CONDUIT SYSTEM, ELECTRIC| | | 0333 673001-001 LUMP| 10000.00000 10000.00| 55000.00000 55000.00| INSTALL UTILITY CONDUIT SYSTEM, | | | TELEPHONE | | | 0334 681001-001 LUMP| 35000.00000 35000.00| 5000.00000 5000.00| ASBESTOS ABATEMENT, NUMBER 01 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -49 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 25-1100215 |(8) 25-1021993 | |MOSITES CONSTRUCTION COMPANY|TRUMBULL CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0335 401001-001 AA1 4250.000 TN | 46.00000 195500.00| 48.00000 204000.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0340 401001-002 AA2 3867.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0345 401007-001 BB1 171.000 TN | 47.00000 8037.00| 52.00000 8892.00| MARSHALL SCRATCH COURSE, STONE OR GRAVEL| | | 0350 401007-002 BB2 156.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0355 402001-001 CC1 1096.000 TN | 53.00000 58088.00| 61.00000 66856.00| MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0360 402001-002 CC2 998.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | 0364 604037-012 DC1 23.000 LF | | | 15 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0365 604038-012 DC1 2.000 EA | | | 15 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0366 604076-012 DC2 23.000 LF | 47.00000 1081.00| 55.00000 1265.00| 15 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B2 | | | 0367 604009-012 DC2 2.000 EA | 460.00000 920.00| 370.00000 740.00| 15 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0370 604037-016 DD2 2354.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0371 604038-016 DD2 1.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0375 604076-016 DD3 2354.000 LF | 46.00000 108284.00| 60.00000 141240.00| 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B2 | | | 0376 604009-016 DD3 1.000 EA | 46.00000 46.00| 385.00000 385.00| 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -50 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 25-1100215 |(8) 25-1021993 | |MOSITES CONSTRUCTION COMPANY|TRUMBULL CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0395 636002-001 FF1 100.000 TN | 50.00000 5000.00| 20.00000 2000.00| AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0400 636002-002 FF2 91.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 4,530,370.00| $ 6,342,638.30| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 STORM WATER MANAGEMENT MD | | | 0403 207034-000 225.000 SY | 1.00000 225.00| 3.00000 675.00| FABRIC FOR SEPARATION , FILTER CLOTH | | | FOR DRY SWALE | | | 0404 211003-000 36.000 CY | 51.00000 1836.00| 220.00000 7920.00| SELECT BORROW EXCAVATION , PERMEABLE | | | SOIL FOR DRY SWALE | | | 0405 218007-000 300.000 SY | 3.00000 900.00| 21.75000 6525.00| FABRIC FOR EROSION CONTROL ,HDPE 30 MIL | | | LINER | | | 0410 606020-001 270.000 LF | 9.00000 2430.00| 30.00000 8100.00| AGGREGATE FILLED FABRIC UNDERDRAIN, ,24 | | | INCH DIAPHRAGM | | | 0415 606025-002 210.000 LF | 9.00000 1890.00| 3.50000 735.00| 4 INCH UNDERDRAIN PIPE ,PERFORATED | | | 0440 639001-001 LUMP| 1.00000 1.00| 10000.00000 10000.00| CONSTRUCTION LAYOUT STAKE | | | 0441 651001-001 5.000 CY | 51.00000 255.00| 135.00000 675.00| FURNISHING AND PLACING TOPSOIL | | | SECTION TOTALS | $ 7,537.00| $ 34,630.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 EROSION AND SEDIMENT CONTROL MD | | | 0450 207034-000 685.000 SY | 1.00000 685.00| 2.15000 1472.75| FABRIC FOR SEPARATION ,STABILIZED | | | CONSTRUCTION ENTRANCE | | | 0455 642001-001 250.000 LF | 3.00000 750.00| 10.00000 2500.00| TEMPORARY BERM ,EARTH DIKE TYPE A-2 | | | 0456 642002-001 105.000 LF | 15.00000 1575.00| 30.00000 3150.00| SLOPE DRAIN | | | 0460 642007-001 35.000 SY | 3.00000 105.00| 30.00000 1050.00| FIBER MATTING ,OUTFALL PROTECTION | | | MATTING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -51 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 25-1100215 |(8) 25-1021993 | |MOSITES CONSTRUCTION COMPANY|TRUMBULL CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0465 642012-001 410.000 LF | 3.00000 1230.00| 3.50000 1435.00| SILT FENCE | | | 0470 642012-001 2685.000 LF | 4.00000 10740.00| 10.00000 26850.00| SILT FENCE ,SUPER SILT FENCE | | | 0475 642012-001 680.000 LF | 6.00000 4080.00| 7.00000 4760.00| SILT FENCE ,TREE PROTECTION FENCE | | | 0480 642040-001 19.000 EA | 460.00000 8740.00| 550.00000 10450.00| INLET PROTECTION, AT GRADE | | | 0485 642040-001 25.000 EA | 460.00000 11500.00| 700.00000 17500.00| INLET PROTECTION, STANDARD | | | 0495 642050-001 1.000 EA | 5500.00000 5500.00| 4000.00000 4000.00| DEWATERING DEVICE ,PORTABLE SEDIMENT | | | TANK | | | 0500 642050-001 1.000 EA | 5500.00000 5500.00| 4500.00000 4500.00| DEWATERING DEVICE ,SUMP PIT | | | 0505 307005-001 SS1 365.000 TN | 50.00000 18250.00| 30.00000 10950.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 9, STABLIZED CONSTRUCTION ENTRANCE| | | 0506 307005-002 SS2 332.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 9, | | | STABILIZED CONSTRUCTION ENTRANCE | | | SECTION TOTALS | $ 68,655.00| $ 88,617.75| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 SIGNING & PAVEMENT MARKINGS | | | 0508 657005-001 163.000 LF | 50.00000 8150.00| 5.00000 815.00| WOOD SUPPORT, 4 INCH X 6 INCH | | | 0509 657006-005 39.000 LF | 48.00000 1872.00| 47.00000 1833.00| W6X12, A-441 SUPPORT, GALVANIZED | | | 0510 657008-001 119.000 LF | 7.00000 833.00| 6.75000 803.25| 2.00 LB CHANNEL POST | | | 0515 657010-001 279.000 LF | 7.00000 1953.00| 6.50000 1813.50| 3.00 LB CHANNEL POST | | | 0519 657017-001 14.400 CY | 1000.00000 14400.00| 1100.00000 15840.00| CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0521 657025-001 104.000 LF | 51.00000 5304.00| 25.00000 2600.00| SQUARE TUBULAR SUPPORT, 2"X2"X1/8", NPS | | | SPECIAL SIGN SUPPORT | | | 0522 657025-001 336.000 LF | 51.00000 17136.00| 25.00000 8400.00| SQUARE TUBULAR SUPPORT, 2"X3"X1/8", NPS | | | SPECIAL SIGN SUPPORT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -52 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 25-1100215 |(8) 25-1021993 | |MOSITES CONSTRUCTION COMPANY|TRUMBULL CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0525 661001-001 138.000 SF | 14.00000 1932.00| 20.97000 2893.86| 0.080 IN FLAT SHEET SIGN | | | 0526 661001-001 232.000 SF | 25.00000 5800.00| 14.25000 3306.00| 0.080 IN FLAT SHEET SIGN , NPS SPECIAL | | | SIGNS | | | 0530 661011-001 1.000 EA | 2300.00000 2300.00| 2280.00000 2280.00| INSTALLATION OF REUSABLE SIGN | | | 0535 663001-004 7439.000 LF | 0.30000 2231.70| 0.15000 1115.85| EDGE LINE, TYPE II ,WHITE | | | 0540 663001-004 335.000 LF | 1.00000 335.00| 0.50000 167.50| EDGE LINE, TYPE II ,BLUE | | | 0550 663003-005 5960.000 LF | 0.30000 1788.00| 0.15000 894.00| BARRIER LINE, TYPE II | | | 0560 663005-010 55.000 LF | 12.00000 660.00| 11.00000 605.00| STOP LINE, TYPE V (24") | | | 0563 663007-004 604.000 LF | 4.00000 2416.00| 0.75000 453.00| STRIPE, TYPE II ,WHITE (12") | | | 0565 663007-004 414.000 LF | 4.00000 1656.00| 1.75000 724.50| STRIPE, TYPE II ,BLUE (12") | | | 0570 663009-015 6.000 EA | 80.00000 480.00| 98.00000 588.00| HANDICAPPED SYMBOL, TYPE 5 | | | 0575 663010-010 3.000 EA | 180.00000 540.00| 150.00000 450.00| LANE ARROW, TYPE V | | | SECTION TOTALS | $ 69,786.70| $ 45,582.46| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 SEWER LINE FORCEMAIN INSTALLATION | | | 0580 639001-001 LUMP| 1.00000 1.00| 5000.00000 5000.00| CONSTRUCTION LAYOUT STAKE | | | 0585 675007-018 1200.000 LF | 25.00000 30000.00| 90.00000 108000.00| 4 INCH PLASTIC SEWER PIPE HDPE | | | 0590 675025-001 1.000 EA | 25000.00000 25000.00| 50000.00000 50000.00| SPECIAL STRUCTURE | | | SECTION TOTALS | $ 55,001.00| $ 163,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 WALL A | | | 0593 212001-000 575.000 CY | 36.00000 20700.00| 90.00000 51750.00| STRUCTURE EXCAVATION | | | 0594 212010-001 790.000 SF | 35.00000 27650.00| 70.00000 55300.00| SHORING, WALL A | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -53 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 25-1100215 |(8) 25-1021993 | |MOSITES CONSTRUCTION COMPANY|TRUMBULL CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0595 601002-001 100.000 CY | 400.00000 40000.00| 300.00000 30000.00| CLASS B CONCRETE | | | 0605 602002-001 34866.000 LB | 1.00000 34866.00| 1.10000 38352.60| EPOXY COATED REINFORCING STEEL BAR | | | 0610 614001-159 750.000 LF | 250.00000 187500.00| 240.00000 180000.00| W14X176 STEEL PILE | | | 0615 639001-001 LUMP| 1.00000 1.00| 5000.00000 5000.00| CONSTRUCTION LAYOUT STAKE | | | 0620 626002-001 GG1 1680.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0625 626002-002 GG2 1680.000 SF | 60.00000 100800.00| 40.00000 67200.00| MSE RETAINING WALL, REINFORCED EARTH | | | 0630 626002-003 GG3 1680.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0635 626002-004 GG4 1680.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 0636 626002-005 GG5 1680.000 SF | | | MSE RETAINING WALL, ARES | | | SECTION TOTALS | $ 411,517.00| $ 427,602.60| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 WALL B | | | 0640 212010-001 231.000 SF | 35.00000 8085.00| 75.00000 17325.00| SHORING, WALL B | | | 0645 617003-001 61.000 LF | 180.00000 10980.00| 365.00000 22265.00| ALUMINUM RAILING ,PEDESTRAIN | | | 0650 639001-001 LUMP| 1.00000 1.00| 5000.00000 5000.00| CONSTRUCTION LAYOUT STAKE | | | 0655 626002-001 HH1 865.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0660 626002-002 HH2 865.000 SF | 80.00000 69200.00| 70.00000 60550.00| MSE RETAINING WALL, REINFORCED EARTH | | | 0665 626002-003 HH3 865.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0670 626002-004 HH4 865.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 0671 626002-005 HH5 865.000 SF | | | MSE RETAINING WALL, ARES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -54 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 25-1100215 |(8) 25-1021993 | |MOSITES CONSTRUCTION COMPANY|TRUMBULL CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 88,266.00| $ 105,140.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 WALL C | | | 0675 601003-001 1.000 CY | 1500.00000 1500.00| 1500.00000 1500.00| CLASS K CONCRETE | | | 0685 602002-001 340.000 LB | 1.00000 340.00| 1.50000 510.00| EPOXY COATED REINFORCING STEEL BAR | | | 0690 617003-001 15.000 LF | 70.00000 1050.00| 50.00000 750.00| ALUMINUM RAILING ,2 RAIL | | | 0695 639001-001 LUMP| 1.00000 1.00| 5000.00000 5000.00| CONSTRUCTION LAYOUT STAKE | | | 0700 626002-001 II1 147.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0705 626002-002 II2 147.000 SF | 100.00000 14700.00| 85.00000 12495.00| MSE RETAINING WALL, REINFORCED EARTH | | | 0710 626002-003 II3 147.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0715 626002-004 II4 147.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 0716 626002-005 II5 147.000 SF | | | MSE RETAINING WALL, ARES | | | SECTION TOTALS | $ 17,591.00| $ 20,255.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 WALL D | | | 0725 614001-006 350.000 LF | 250.00000 87500.00| 255.00000 89250.00| HP12X53 STEEL PILE | | | 0730 639001-001 LUMP| 1.00000 1.00| 5000.00000 5000.00| CONSTRUCTION LAYOUT STAKE | | | 0735 626002-001 JJ1 798.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0740 626002-002 JJ2 798.000 SF | 80.00000 63840.00| 80.00000 63840.00| MSE RETAINING WALL, REINFORCED EARTH | | | 0745 626002-003 JJ3 798.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0750 626002-004 JJ4 798.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 0751 626002-005 JJ5 798.000 SF | | | MSE RETAINING WALL, ARES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -55 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 25-1100215 |(8) 25-1021993 | |MOSITES CONSTRUCTION COMPANY|TRUMBULL CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 151,341.00| $ 158,090.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 WALL E | | | 0755 212010-001 765.000 SF | 35.00000 26775.00| 65.00000 49725.00| SHORING, WALL E | | | 0760 617003-001 241.000 LF | 180.00000 43380.00| 140.00000 33740.00| ALUMINUM RAILING ,PEDESTRIAN | | | 0765 639001-001 LUMP| 1.00000 1.00| 5000.00000 5000.00| CONSTRUCTION LAYOUT STAKE | | | 0770 626002-001 KK1 4364.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0775 626002-002 KK2 4364.000 SF | 70.00000 305480.00| 55.00000 240020.00| MSE RETAINING WALL, REINFORCED EARTH | | | 0780 626002-003 KK3 4364.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0785 626002-004 KK4 4364.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 0786 626002-005 KK5 4364.000 SF | | | MSE RETAINING WALL, ARES | | | SECTION TOTALS | $ 375,636.00| $ 328,485.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 WALL F | | | 0795 639001-001 LUMP| 1.00000 1.00| 5000.00000 5000.00| CONSTRUCTION LAYOUT STAKE | | | 0800 626002-001 LL1 895.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0805 626002-002 LL2 895.000 SF | 70.00000 62650.00| 50.00000 44750.00| MSE RETAINING WALL, REINFORCED EARTH | | | 0810 626002-003 LL3 895.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0815 626002-004 LL4 895.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 0816 626002-005 LL5 895.000 SF | | | MSE RETAINING WALL, ARES | | | SECTION TOTALS | $ 62,651.00| $ 49,750.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0012 WALL G | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -56 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 25-1100215 |(8) 25-1021993 | |MOSITES CONSTRUCTION COMPANY|TRUMBULL CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0825 639001-001 LUMP| 1.00000 1.00| 5000.00000 5000.00| CONSTRUCTION LAYOUT STAKE | | | 0830 626002-001 MM1 1601.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0835 626002-002 MM2 1601.000 SF | 70.00000 112070.00| 55.00000 88055.00| MSE RETAINING WALL, REINFORCED EARTH | | | 0840 626002-003 MM3 1601.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0845 626002-004 MM4 1601.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 0846 626002-005 MM5 1601.000 SF | | | MSE RETAINING WALL, ARES | | | SECTION TOTALS | $ 112,071.00| $ 93,055.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0013 WALL H | | | 0855 617003-001 136.000 LF | 180.00000 24480.00| 250.00000 34000.00| ALUMINUM RAILING ,PEDESTERIAN | | | 0860 639001-001 LUMP| 1.00000 1.00| 5000.00000 5000.00| CONSTRUCTION LAYOUT STAKE | | | 0865 626002-001 NN1 828.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0870 626002-002 NN2 828.000 SF | 100.00000 82800.00| 65.00000 53820.00| MSE RETAINING WALL, REINFORCED EARTH | | | 0875 626002-003 NN3 828.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0880 626002-004 NN4 828.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 0881 626002-005 NN5 828.000 SF | | | MSE RETAINING WALL, ARES | | | SECTION TOTALS | $ 107,281.00| $ 92,820.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0014 WALL I | | | 0882 212001-000 1537.000 CY | 50.00000 76850.00| 40.00000 61480.00| STRUCTURE EXCAVATION | | | 0883 614001-248 1203.000 LF | 200.00000 240600.00| 225.00000 270675.00| W21X101 STEEL PILE | | | 0884 614001-251 1823.000 LF | 225.00000 410175.00| 210.00000 382830.00| W21X132 STEEL PILE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -57 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 25-1100215 |(8) 25-1021993 | |MOSITES CONSTRUCTION COMPANY|TRUMBULL CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0885 614003-001 2585.000 SF | 15.00000 38775.00| 15.00000 38775.00| CONCRETE LAGGING, THICKNESS 9 INCH | | | 0886 614003-001 1640.000 SF | 25.00000 41000.00| 20.00000 32800.00| CONCRETE LAGGING, THICKNESS 12 INCH | | | 0887 615005-001 57.000 EA | 4000.00000 228000.00| 6000.00000 342000.00| ROCK ANCHOR, INSTALLED | | | 0888 615005-002 5.000 EA | 410.00000 2050.00| 500.00000 2500.00| ROCK ANCHORS PERFORMANCE TEST | | | 0890 615005-003 150.000 LF | 70.00000 10500.00| 85.00000 12750.00| ADDITIONAL ANCHOR LENGTH | | | 0891 628001-001 115.000 LF | 80.00000 9200.00| 45.00000 5175.00| DRILLED HOLE, | | | 0892 628002-001 75.000 CF | 49.00000 3675.00| 40.00000 3000.00| PRESSURE INJECTED GROUT | | | 0895 639001-001 LUMP| 1.00000 1.00| 5000.00000 5000.00| CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 1,060,826.00| $ 1,156,985.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0015 WALL J | | | 0900 212010-001 395.000 SF | 35.00000 13825.00| 65.00000 25675.00| SHORING, WALL J | | | 0905 617003-001 259.000 LF | 180.00000 46620.00| 80.00000 20720.00| ALUMINUM RAILING ,PEDESTERIAN | | | 0910 639001-001 LUMP| 1.00000 1.00| 5000.00000 5000.00| CONSTRUCTION LAYOUT STAKE | | | 0915 626002-001 PP1 3893.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0920 626002-002 PP2 3893.000 SF | 80.00000 311440.00| 50.00000 194650.00| MSE RETAINING WALL, REINFORCED EARTH | | | 0925 626002-003 PP3 3893.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0930 626002-004 PP4 3893.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 0931 626002-005 PP5 3893.000 SF | | | MSE RETAINING WALL, ARES | | | SECTION TOTALS | $ 371,886.00| $ 246,045.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0016 WALL K | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -58 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 25-1100215 |(8) 25-1021993 | |MOSITES CONSTRUCTION COMPANY|TRUMBULL CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0935 601003-001 19.000 CY | 1400.00000 26600.00| 1300.00000 24700.00| CLASS K CONCRETE | | | 0945 602002-001 5480.000 LB | 1.00000 5480.00| 1.45000 7946.00| EPOXY COATED REINFORCING STEEL BAR | | | 0950 617003-001 239.000 LF | 70.00000 16730.00| 50.00000 11950.00| ALUMINUM RAILING ,2 RAIL | | | 0955 639001-001 LUMP| 1.00000 1.00| 5000.00000 5000.00| CONSTRUCTION LAYOUT STAKE | | | 0960 626002-001 QQ1 5240.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0965 626002-002 QQ2 5240.000 SF | 80.00000 419200.00| 55.00000 288200.00| MSE RETAINING WALL, REINFORCED EARTH | | | 0970 626002-003 QQ3 5240.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0975 626002-004 QQ4 5240.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 0976 626002-005 QQ5 5240.000 SF | | | MSE RETAINING WALL, ARES | | | SECTION TOTALS | $ 468,011.00| $ 337,796.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0017 WALL L | | | 0985 614001-161 2250.000 LF | 190.00000 427500.00| 215.00000 483750.00| W14X211 STEEL PILE | | | 0990 639001-001 LUMP| 1.00000 1.00| 5000.00000 5000.00| CONSTRUCTION LAYOUT STAKE | | | 0995 626002-001 RR1 3684.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 1000 626002-002 RR2 3684.000 SF | 60.00000 221040.00| 40.00000 147360.00| MSE RETAINING WALL, REINFORCED EARTH | | | 1005 626002-003 RR3 3684.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 1010 626002-004 RR4 3684.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 1011 626002-005 RR5 3684.000 SF | | | MSE RETAINING WALL, ARES | | | SECTION TOTALS | $ 648,541.00| $ 636,110.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0018 BRIDGE #4919 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -59 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 25-1100215 |(8) 25-1021993 | |MOSITES CONSTRUCTION COMPANY|TRUMBULL CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1015 203001-000 LUMP| 500000.00000 500000.00| 925000.00000 925000.00| DISMANTLING STRUCTURE , EXISTING BRIDGE | | | REMOVAL | | | 1020 207034-000 130.000 SY | 3.00000 390.00| 2.50000 325.00| FABRIC FOR SEPARATION | | | 1021 211001-000 92.000 CY | 50.00000 4600.00| 30.00000 2760.00| UNCLASSIFIED BORROW EXCAVATION | | | 1022 211002-000 422.000 CY | 50.00000 21100.00| 50.00000 21100.00| ROCK BORROW EXCAVATION | | | 1025 212001-000 284.000 CY | 30.00000 8520.00| 35.00000 9940.00| STRUCTURE EXCAVATION | | | 1030 212002-000 749.000 CY | 40.00000 29960.00| 50.00000 37450.00| WET EXCAVATION | | | 1035 212004-000 2.000 EA | 250000.00000 500000.00| 430000.00000 860000.00| COFFERDAM | | | 1040 212005-000 70.000 CY | 100.00000 7000.00| 45.00000 3150.00| SELECT MATERIAL FOR BACKFILLING | | | 1041 218004-001 227.000 SY | 30.00000 6810.00| 60.00000 13620.00| 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 1042 218007-000 281.000 SY | 3.00000 843.00| 2.00000 562.00| FABRIC FOR EROSION CONTROL | | | 1045 601002-001 812.000 CY | 500.00000 406000.00| 750.00000 609000.00| CLASS B CONCRETE | | | 1046 601002-003 1013.000 CY | 900.00000 911700.00| 800.00000 810400.00| CLASS B CONCRETE, ARCHITECTURAL | | | 1050 601003-001 1771.000 CY | 1000.00000 1771000.00| 475.00000 841225.00| CLASS K CONCRETE | | | 1060 602001-001 302971.000 LB | 1.00000 302971.00| 0.80000 242376.80| REINFORCING STEEL BAR | | | 1065 602002-001 357467.000 LB | 1.00000 357467.00| 1.00000 357467.00| EPOXY COATED REINFORCING STEEL BAR | | | 1070 615001-001 1.000 LS | 5400000.00000 5400000.00| 5694000.00000 5694000.00| STEEL SUPERSTRUCTURE | | | 1075 615028-001 4.000 EA | 6000.00000 24000.00| 5500.00000 22000.00| GUIDED BEARING | | | 1080 615029-001 4.000 EA | 4000.00000 16000.00| 4000.00000 16000.00| NON-GUIDED BEARING | | | 1085 615030-001 8.000 EA | 13000.00000 104000.00| 13750.00000 110000.00| FIXED BEARING | | | 1090 616004-017 580.000 LF | 100.00000 58000.00| 65.00000 37700.00| HP14X89 STEEL BEARING PILE, DRIVEN | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -60 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 25-1100215 |(8) 25-1021993 | |MOSITES CONSTRUCTION COMPANY|TRUMBULL CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1095 616005-017 530.000 LF | 280.00000 148400.00| 100.00000 53000.00| HP14X89 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 1096 617003-001 1109.000 LF | 63.00000 69867.00| 50.00000 55450.00| ALUMINUM RAILING , 2 RAIL | | | 1097 617003-001 1101.000 LF | 80.00000 88080.00| 70.00000 77070.00| ALUMINUM RAILING , 3 RAIL | | | 1101 627023-001 80.000 LF | 1500.00000 120000.00| 2300.00000 184000.00| EXPANSION DAM, STEEL FINGER JOINT | | | 1102 628004-001 1360.000 LF | 25.00000 34000.00| 32.00000 43520.00| EXPLORATORY DRILLING AND SAMPLING, PILE | | | DRIVING | | | 1103 628004-001 420.000 LF | 25.00000 10500.00| 45.00000 18900.00| EXPLORATORY DRILLING AND SAMPLING, | | | SPREAD FOOTING | | | 1115 636005-001 1.000 LS | 5000.00000 5000.00| 6500.00000 6500.00| TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC ,EXIST. BRIDGE DECK | | | 1120 639001-001 LUMP| 1.00000 1.00| 10000.00000 10000.00| CONSTRUCTION LAYOUT STAKE | | | 1130 643010-024 320.000 LF | 150.00000 48000.00| 200.00000 64000.00| 10 INCH FIBERGLASS PIPE, | | | 1135 673001-001 LUMP| 100000.00000 100000.00| 95500.00000 95500.00| INSTALL UTILITY CONDUIT SYSTEM, ELECTRIC| | | 1140 673001-001 LUMP| 70000.00000 70000.00| 110000.00000 110000.00| INSTALL UTILITY CONDUIT SYSTEM, , | | | TELEPHONE | | | 1150 679002-001 215.000 CY | 900.00000 193500.00| 900.00000 193500.00| SPECIALIZED CONCRETE OVERLAY , LATEX | | | MODIFIED CONCRETE ONLY | | | 1155 679006-001 LUMP| 1.00000 1.00| 1000.00000 1000.00| TEST SLAB | | | SECTION TOTALS | $ 11,317,710.00| $ 11,526,515.80| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0019 WOODEN PEDESTRIAN BRIDGE | | | 1165 212001-000 126.000 CY | 50.00000 6300.00| 30.00000 3780.00| STRUCTURE EXCAVATION | | | 1170 212005-000 10.000 CY | 100.00000 1000.00| 110.00000 1100.00| SELECT MATERIAL FOR BACKFILLING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -61 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 25-1100215 |(8) 25-1021993 | |MOSITES CONSTRUCTION COMPANY|TRUMBULL CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1175 601002-001 39.000 CY | 1000.00000 39000.00| 700.00000 27300.00| CLASS B CONCRETE | | | 1180 602001-001 5109.000 LB | 1.00000 5109.00| 1.00000 5109.00| REINFORCING STEEL BAR | | | 1185 616005-003 89.000 LF | 280.00000 24920.00| 125.00000 11125.00| HP10X42 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 1190 622002-001 5.380 MF | 16000.00000 86080.00| 10000.00000 53800.00| TREATED LUMBER AND TIMBER | | | 1195 639001-001 LUMP| 1.00000 1.00| 2500.00000 2500.00| CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 162,410.00| $ 104,714.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0020 HIGHWAY LIGHTING | | | 1200 662002-001 LUMP| 25000.00000 25000.00| 32000.00000 32000.00| GALVANIZED STEEL CONDUIT 01 | | | 1215 662006-001 18.000 EA | 1000.00000 18000.00| 1000.00000 18000.00| JUNCTION BOX, TYPE B | | | 1220 662006-001 5.000 EA | 1400.00000 7000.00| 1250.00000 6250.00| JUNCTION BOX, TYPE H, 18"X18" | | | 1230 662007-001 18.000 EA | 1000.00000 18000.00| 300.00000 5400.00| LUMINAIRE, 100W (BRIDGE) | | | 1235 662007-001 3.000 EA | 1400.00000 4200.00| 1200.00000 3600.00| LUMINAIRE, 250W (PARKING LOT) | | | 1240 662008-001 1.000 LS | 10000.00000 10000.00| 10000.00000 10000.00| CABLE, 01 | | | 1255 662010-004 3.000 EA | 900.00000 2700.00| 2200.00000 6600.00| LIGHTING SUPPORT, TYPE IV, (40-15) | | | 1260 662010-007 18.000 EA | 4600.00000 82800.00| 2000.00000 36000.00| LIGHTING SUPPORT, TYPE VII, (14-0) | | | 1265 662013-001 LUMP| 25000.00000 25000.00| 3400.00000 3400.00| SERVICE AND CONTROL STATION, 01 | | | 1280 662014-001 LUMP| 25000.00000 25000.00| 1200.00000 1200.00| INCIDENTAL ELECTRICAL WORK | | | 1285 662015-001 1.000 LS | 5100.00000 5100.00| 775.00000 775.00| ELECTRICAL TEST, 01 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -62 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 25-1100215 |(8) 25-1021993 | |MOSITES CONSTRUCTION COMPANY|TRUMBULL CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 222,800.00| $ 123,225.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0021 LANDSCAPING | | | 1295 608021-001 1581.000 LF | 10.00000 15810.00| 11.00000 17391.00| FENCE, SNOW FENCE | | | 1300 639001-001 LUMP| 1.00000 1.00| 5000.00000 5000.00| CONSTRUCTION LAYOUT STAKE | | | 1301 652003-006 4.000 LB | 61.00000 244.00| 60.00000 240.00| SEED MIXTURE, FESTUCA OVINA VAR. GLAUCA | | | 1302 652003-006 4.000 LB | 28.00000 112.00| 28.00000 112.00| SEED MIXTURE, FESTUCA RUBRA VAR. | | | COMMUTATA | | | 1303 652003-006 3.000 LB | 16.00000 48.00| 16.00000 48.00| SEED MIXTURE, LOLIUM PERENNE | | | 1304 652003-006 2.000 LB | 49.00000 98.00| 48.00000 96.00| SEED MIXTURE, AGROSTIS ALBA | | | 1305 652003-006 5.000 LB | 12.00000 60.00| 12.00000 60.00| SEED MIXTURE, LOLLIUM MULTIFLOUM | | | 1306 652003-006 2.000 LB | 280.00000 560.00| 280.00000 560.00| SEED MIXTURE, ANDROPOGAN GERARDII | | | 1307 652003-006 1.000 LB | 370.00000 370.00| 360.00000 360.00| SEED MIXTURE, ANDROPOGON SCOPARIUS | | | 1308 652003-006 1.000 LB | 280.00000 280.00| 280.00000 280.00| SEED MIXTURE, SORGHASTRUM NUTANS | | | 1309 652003-006 1.000 LB | 120.00000 120.00| 120.00000 120.00| SEED MIXTURE, PANICUM VIRGATUM | | | 1310 653004-001 575.000 EA | 18.00000 10350.00| 18.00000 10350.00| GROUND COVERS, ACORUS AMERICANUS | | | 1315 653004-001 100.000 EA | 18.00000 1800.00| 18.00000 1800.00| GROUND COVERS, ASARUM INCAMATA | | | 1320 653004-001 1210.000 EA | 22.00000 26620.00| 22.00000 26620.00| GROUND COVERS, ASCIEPIAS INCAMATA | | | 1325 653004-001 625.000 EA | 22.00000 13750.00| 22.00000 13750.00| GROUND COVERS, CAREX STRICIA | | | 1330 653004-001 350.000 EA | 22.00000 7700.00| 22.00000 7700.00| GROUND COVERS, EUPATORUIM FISTULOSUM | | | 1335 653004-001 100.000 EA | 22.00000 2200.00| 22.00000 2200.00| GROUND COVERS, LOBELIA CARDINALIS | | | 1340 653004-001 100.000 EA | 22.00000 2200.00| 22.00000 2200.00| GROUND COVERS, OSMUNDA CINNAMOMEA | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -63 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 25-1100215 |(8) 25-1021993 | |MOSITES CONSTRUCTION COMPANY|TRUMBULL CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1350 653004-001 44.000 EA | 28.00000 1232.00| 28.00000 1232.00| GROUND COVERS, CLEMATIS VIRGINIANA | | | 1355 654001-001 6.000 EA | 590.00000 3540.00| 580.00000 3480.00| TREE, DECIDUOUS, ACER RUBRUN | | | 1360 654001-001 9.000 EA | 590.00000 5310.00| 580.00000 5220.00| TREE, DECIDUOUS, NYSSA SYLVATICA | | | 1365 654001-001 8.000 EA | 590.00000 4720.00| 580.00000 4640.00| TREE, DECIDUOUS, PLANTANUS OCCIDENTALS | | | 1370 654001-001 15.000 EA | 380.00000 5700.00| 370.00000 5550.00| TREE, DECIDUOUS, ACER NEGUNDO | | | 1380 654001-001 15.000 EA | 380.00000 5700.00| 370.00000 5550.00| TREE, DECIDUOUS, CERCIS CANADENSIS | | | 1385 654001-001 20.000 EA | 380.00000 7600.00| 370.00000 7400.00| TREE, DECIDUOUS, STAPHYIEA TRIFOLIA | | | 1390 654001-001 11.000 EA | 390.00000 4290.00| 380.00000 4180.00| TREE, DECIDUOUS, AMELANCHIER SANGUINEA | | | 1400 654003-001 20.000 EA | 80.00000 1600.00| 76.00000 1520.00| SHRUB, DECIDUOUS, CEPHALANTHUS | | | OCCIDENTALIS | | | 1405 654003-001 112.000 EA | 80.00000 8960.00| 78.00000 8736.00| SHRUB, DECIDUOUS, VIBUMUM PRUNIFOLIUM | | | 1410 654003-001 17.000 EA | 80.00000 1360.00| 78.00000 1326.00| SHRUB, DECIDUOUS, HAMAMELIS VIRGINIANA | | | 1415 654003-001 165.000 EA | 70.00000 11550.00| 72.00000 11880.00| SHRUB, DECIDUOUS, LINDERA BENZOIN | | | 1420 654003-001 35.000 EA | 80.00000 2800.00| 78.00000 2730.00| SHRUB, DECIDUOUS, RHODODENDRON | | | NUDIFLORUM | | | 1425 654003-001 24.000 EA | 80.00000 1920.00| 78.00000 1872.00| SHRUB, DECIDUOUS, VACCINIUM VACILLANS | | | 1435 654003-001 116.000 EA | 80.00000 9280.00| 78.00000 9048.00| SHRUB, DECIDUOUS, VIBURNUM DENTATUM | | | SECTION TOTALS | $ 157,885.00| $ 163,251.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0022 ON JOB TRAINING | | | 1440 699000-001 2000.000 HR | 0.80000 1600.00| 0.80000 1600.00| ON JOB TRAINING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 001 -64 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0023243R1 COUNTIES : JEFFERSON WASHINGTON, MD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 25-1100215 |(8) 25-1021993 | |MOSITES CONSTRUCTION COMPANY|TRUMBULL CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 1,600.00| $ 1,600.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0023 COPMUTER SYSTEM | | | 1445 640004-001 LUMP| 500.00000 500.00| 5000.00000 5000.00| COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 500.00| $ 5,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 20,469,872.70| $ 22,250,907.91| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 0211644 COUNTIES : GILMER LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 07 CONTRACT DESCRIPTION : STUMPTOWN - NORMANTOWN ROAD PROJECT(S) : S311-0033/00-001.18 00 0STP 0033 240 E00 LOCATION: CO 7 TO CO 19 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0328627 J. F. ALLEN COMPANY $ 754,620.45 100.0000% 2 55-0592491 DODD GENERAL CONTRACTORS CORPORATION $ 757,834.80 100.4259% 3 55-0663428 MEADOWS STONE & PAVING, INC. $ 818,802.16 108.5051% 4 55-0583614 CARL KELLY PAVING, INC. $ 828,253.49 109.7576% 5 55-0570769 WEST VIRGINIA PAVING, INC. $ 890,564.60 118.0149% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0211644 COUNTIES : GILMER LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 55-0328627 |(2) 55-0592491 |(3) 55-0663428 |J. F. ALLEN COMPANY |DODD GENERAL CONTRACTORS COR|MEADOWS STONE & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RRR | | | 0005 204001-000 LUMP| 7000.00000 7000.00| 38741.00000 38741.00| 4500.00000 4500.00 MOBILIZATION | | | 0010 204003-000 1.000 EA | 200.00000 200.00| 358.00000 358.00| 250.00000 250.00 MOBILIZATION, PER JOB ORDER (PERM. | | | MARKINGS) | | | 0015 204003-000 1.000 EA | 225.00000 225.00| 225.00000 225.00| 250.00000 250.00 MOBILIZATION, PER JOB ORDER (14 DAY | | | TEMP.) | | | 0020 207001-001 279.000 CY | 17.70000 4938.30| 7.70000 2148.30| 18.00000 5022.00 UNCLASSIFIED EXCAVATION | | | 0025 211008-000 139.000 TN | 31.95000 4441.05| 43.90000 6102.10| 30.00000 4170.00 ROCK BORROW EXCAVATION | | | 0030 218003-000 4.000 CY | 326.75000 1307.00| 200.00000 800.00| 200.00000 800.00 GABION | | | 0035 229001-000 5.360 MI | 5000.00000 26800.00| 2850.00000 15276.00| 4500.00000 24120.00 SHOULDER AND DITCH | | | 0040 240001-000 40.000 LF | 20.00000 800.00| 50.00000 2000.00| 55.00000 2200.00 CLEAN CULVERT | | | 0045 408002-001 2101.000 GA | 0.01000 21.01| 0.01000 21.01| 0.01000 21.01 BITUMINOUS MATERIAL | | | 0050 604001-020 85.000 LF | 100.85000 8572.25| 118.00000 10030.00| 144.00000 12240.00 24 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0055 605009-001 11.000 EA | 1923.20000 21155.20| 1540.45000 16944.95| 2200.00000 24200.00 TYPE G INLET | | | 0060 607001-001 6275.000 LF | 8.50000 53337.50| 7.82000 49070.50| 7.75000 48631.25 TYPE 1 GUARDRAIL, CLASS I | | | 0065 607001-001 50.000 LF | 10.25000 512.50| 10.09000 504.50| 10.00000 500.00 TYPE 1 GUARDRAIL, CLASS V | | | 0070 607009-001 5750.000 LF | 3.70000 21275.00| 3.08000 17710.00| 3.05000 17537.50 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0075 607010-020 2812.500 LF | 1.05000 2953.13| 1.01000 2840.63| 1.00000 2812.50 GUARDRAIL REMOVAL | | | 0080 607025-001 4.000 EA | 333.15000 1332.60| 328.00000 1312.00| 325.00000 1300.00 CUT SLOPE TERMINAL, TYPE A | | | 0085 607066-001 55.000 EA | 1332.50000 73287.50| 1312.22000 72172.10| 1300.00000 71500.00 TANGENT END TERMINAL | | | 0090 622003-001 7.000 EA | 200.00000 1400.00| 150.00000 1050.00| 140.00000 980.00 CANTILEVER MAILBOX SUPPORT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0211644 COUNTIES : GILMER LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 55-0328627 |(2) 55-0592491 |(3) 55-0663428 |J. F. ALLEN COMPANY |DODD GENERAL CONTRACTORS COR|MEADOWS STONE & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 636006-001 40.000 DA | 0.01000 0.40| 0.01000 0.40| 0.01000 0.40 PILOT TRUCK AND DRIVER | | | 0100 636011-001 7180.000 UN | 0.70000 5026.00| 0.01000 71.80| 0.75000 5385.00 TRAFFIC CONTROL DEVICE | | | 0105 636014-001 1200.000 HR | 0.01000 12.00| 0.01000 12.00| 41.00000 49200.00 FLAGGER | | | 0110 642004-002 318.500 LB | 3.10000 987.35| 3.00000 955.50| 3.00000 955.50 SEED MIXTURE, B | | | 0115 642005-001 6.500 TN | 256.25000 1665.63| 250.00000 1625.00| 250.00000 1625.00 MULCH, STRAW OR HAY | | | 0120 642006-001 1.300 TN | 615.00000 799.50| 600.00000 780.00| 600.00000 780.00 FERTILIZER | | | 0125 642011-001 100.000 EA | 0.01000 1.00| 4.50000 450.00| 5.00000 500.00 HAY OR STRAW BALE | | | 0130 642012-001 600.000 LF | 0.01000 6.00| 0.77000 462.00| 3.00000 1800.00 SILT FENCE | | | 0135 642031-001 40.000 EA | 50.00000 2000.00| 20.00000 800.00| 65.00000 2600.00 DITCH CHECK | | | 0140 652002-002 0.490 TN | 307.50000 150.68| 300.00000 147.00| 300.00000 147.00 FERTILIZER, UREA FORMALDEHYDE | | | 0145 663001-005 21.440 MI | 415.00000 8897.60| 415.00000 8897.60| 415.00000 8897.60 EDGE LINE, TYPE II , WHITE | | | 0150 663002-004 18.010 MI | 425.00000 7654.25| 415.00000 7474.15| 415.00000 7474.15 LANE LINE OR CENTERLINE, TYPE II , | | | YELLOW | | | 0155 307005-001 AA1 2873.000 TN | 18.40000 52863.20| 6.25000 17956.25| 23.25000 66797.25 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0160 307005-002 AA2 2729.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0165 401001-001 BB1 558.000 TN | 49.50000 27621.00| 51.72000 28859.76| 51.00000 28458.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0170 401001-002 BB2 530.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0175 401002-001 CC1 3847.000 TN | 43.40000 166959.80| 46.35000 178308.45| 44.00000 169268.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE 1 | | | 0180 401002-002 CC2 3655.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE 1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0211644 COUNTIES : GILMER LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 55-0328627 |(2) 55-0592491 |(3) 55-0663428 |J. F. ALLEN COMPANY |DODD GENERAL CONTRACTORS COR|MEADOWS STONE & PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 401003-001 DD1 5770.000 TN | 43.40000 250418.00| 47.44000 273728.80| 44.00000 253880.00 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0190 401003-002 DD2 5482.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | SECTION TOTALS | $ 754,620.45| $ 757,834.80| $ 818,802.16 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 754,620.45| $ 757,834.80| $ 818,802.16 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 002 -5 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0211644 COUNTIES : GILMER LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(4) 55-0583614 |(5) 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 RRR | | | 0005 204001-000 LUMP| 18433.80000 18433.80| 9150.00000 9150.00| MOBILIZATION | | | 0010 204003-000 1.000 EA | 264.89000 264.89| 202.00000 202.00| MOBILIZATION, PER JOB ORDER (PERM. | | | MARKINGS) | | | 0015 204003-000 1.000 EA | 264.89000 264.89| 225.00000 225.00| MOBILIZATION, PER JOB ORDER (14 DAY | | | TEMP.) | | | 0020 207001-001 279.000 CY | 8.55000 2385.45| 9.00000 2511.00| UNCLASSIFIED EXCAVATION | | | 0025 211008-000 139.000 TN | 90.57000 12589.23| 45.00000 6255.00| ROCK BORROW EXCAVATION | | | 0030 218003-000 4.000 CY | 469.77000 1879.08| 425.00000 1700.00| GABION | | | 0035 229001-000 5.360 MI | 3394.51000 18194.57| 6500.00000 34840.00| SHOULDER AND DITCH | | | 0040 240001-000 40.000 LF | 59.07000 2362.80| 27.00000 1080.00| CLEAN CULVERT | | | 0045 408002-001 2101.000 GA | 0.01000 21.01| 0.50000 1050.50| BITUMINOUS MATERIAL | | | 0050 604001-020 85.000 LF | 122.99000 10454.15| 125.00000 10625.00| 24 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0055 605009-001 11.000 EA | 2751.91000 30271.01| 3500.00000 38500.00| TYPE G INLET | | | 0060 607001-001 6275.000 LF | 8.70000 54592.50| 7.75000 48631.25| TYPE 1 GUARDRAIL, CLASS I | | | 0065 607001-001 50.000 LF | 12.53000 626.50| 10.00000 500.00| TYPE 1 GUARDRAIL, CLASS V | | | 0070 607009-001 5750.000 LF | 2.64000 15180.00| 3.05000 17537.50| TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0075 607010-020 2812.500 LF | 0.74000 2081.25| 1.00000 2812.50| GUARDRAIL REMOVAL | | | 0080 607025-001 4.000 EA | 370.84000 1483.36| 325.00000 1300.00| CUT SLOPE TERMINAL, TYPE A | | | 0085 607066-001 55.000 EA | 1403.91000 77215.05| 1300.00000 71500.00| TANGENT END TERMINAL | | | 0090 622003-001 7.000 EA | 172.56000 1207.92| 200.00000 1400.00| CANTILEVER MAILBOX SUPPORT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 002 -6 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0211644 COUNTIES : GILMER LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(4) 55-0583614 |(5) 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 636006-001 40.000 DA | 0.01000 0.40| 469.77000 18790.80| PILOT TRUCK AND DRIVER | | | 0100 636011-001 7180.000 UN | 0.01000 71.80| 0.01000 71.80| TRAFFIC CONTROL DEVICE | | | 0105 636014-001 1200.000 HR | 0.01000 12.00| 43.00000 51600.00| FLAGGER | | | 0110 642004-002 318.500 LB | 0.01000 3.19| 3.00000 955.50| SEED MIXTURE, B | | | 0115 642005-001 6.500 TN | 0.01000 0.07| 250.00000 1625.00| MULCH, STRAW OR HAY | | | 0120 642006-001 1.300 TN | 0.01000 0.01| 600.00000 780.00| FERTILIZER | | | 0125 642011-001 100.000 EA | 0.01000 1.00| 20.00000 2000.00| HAY OR STRAW BALE | | | 0130 642012-001 600.000 LF | 1.00000 600.00| 1.00000 600.00| SILT FENCE | | | 0135 642031-001 40.000 EA | 8.00000 320.00| 25.00000 1000.00| DITCH CHECK | | | 0140 652002-002 0.490 TN | 0.01000 0.00| 300.00000 147.00| FERTILIZER, UREA FORMALDEHYDE | | | 0145 663001-005 21.440 MI | 439.71000 9427.38| 415.00000 8897.60| EDGE LINE, TYPE II , WHITE | | | 0150 663002-004 18.010 MI | 439.71000 7919.18| 415.00000 7474.15| LANE LINE OR CENTERLINE, TYPE II , | | | YELLOW | | | 0155 307005-001 AA1 2873.000 TN | 27.50000 79007.50| 24.00000 68952.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0160 307005-002 AA2 2729.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0165 401001-001 BB1 558.000 TN | 63.00000 35154.00| 51.50000 28737.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0170 401001-002 BB2 530.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0175 401002-001 CC1 3847.000 TN | 48.50000 186579.50| 47.00000 180809.00| MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE 1 | | | 0180 401002-002 CC2 3655.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE 1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 002 -7 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0211644 COUNTIES : GILMER LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(4) 55-0583614 |(5) 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 401003-001 DD1 5770.000 TN | 45.00000 259650.00| 46.50000 268305.00| MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0190 401003-002 DD2 5482.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | SECTION TOTALS | $ 828,253.49| $ 890,564.60| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 828,253.49| $ 890,564.60| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 0210848 COUNTIES : HAMPSHIRE LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : WARDENSVILLE - CAPON LAKE ROAD PROJECT(S) : S314-0259/00-000.00 00 0STP 0259 022 E00 LOCATION: HARDY CO LINE - 0.03 MI N CO 16 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 314,738.63 100.0000% 2 55-0364040 BEAN'S LIME AND STONE, INC. $ 318,302.40 101.1322% 3 58-1401472 APAC-VIRGINIA, INC. $ 391,956.72 124.5340% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0210848 COUNTIES : HAMPSHIRE LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0364040 |(3) 58-1401472 |WEST VIRGINIA PAVING, INC. |BEAN'S LIME AND STONE, INC. |APAC-VIRGINIA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REHABILITATION-RESTORATION-RESURFACING | | | 0005 201001-000 1.000 LS | 8300.00000 8300.00| 9010.31000 9010.31| 11000.00000 11000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 4800.00000 4800.00| 2061.86000 2061.86| 15000.00000 15000.00 MOBILIZATION | | | 0015 204003-000 1.000 EA | 250.00000 250.00| 309.28000 309.28| 324.00000 324.00 MOBILIZATION, PER PERMANENT | | | 0020 204003-000 1.000 EA | 500.00000 500.00| 979.38000 979.38| 1026.00000 1026.00 MOBILIZATION, PER 3 DAY TEMPORARY | | | 0025 207001-001 292.050 CY | 15.00000 4380.75| 10.59000 3092.81| 75.00000 21903.75 UNCLASSIFIED EXCAVATION | | | 0030 218008-000 40.000 TN | 25.00000 1000.00| 41.10000 1644.00| 55.00000 2200.00 SHOT ROCK | | | 0035 240001-000 255.000 LF | 20.00000 5100.00| 20.35000 5189.25| 16.50000 4207.50 CLEAN CULVERT | | | 0040 408002-001 790.000 GA | 1.00000 790.00| 1.40000 1106.00| 3.00000 2370.00 BITUMINOUS MATERIAL | | | 0045 601002-001 15.100 CY | 265.00000 4001.50| 348.45000 5261.60| 275.00000 4152.50 CLASS B CONCRETE | | | 0050 604001-012 30.000 LF | 41.00000 1230.00| 52.20000 1566.00| 26.00000 780.00 15 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0055 604050-016 108.000 LF | 76.00000 8208.00| 95.35000 10297.80| 185.00000 19980.00 18 INCH CORRUGATED POLYETHYLENE PIPE | | | 0060 604050-020 320.000 LF | 100.00000 32000.00| 124.92000 39974.40| 250.00000 80000.00 24 INCH CORRUGATED POLYETHYLENE PIPE | | | 0065 605009-001 7.000 EA | 2675.00000 18725.00| 2187.81000 15314.67| 2500.00000 17500.00 TYPE G INLET | | | 0070 607009-001 953.000 LF | 9.50000 9053.50| 9.38000 8939.14| 9.67000 9215.51 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0075 607010-020 75.000 LF | 1.00000 75.00| 1.03000 77.25| 3.24000 243.00 GUARDRAIL REMOVAL | | | 0080 607035-001 1.000 EA | 95.00000 95.00| 92.78000 92.78| 54.00000 54.00 GUARDRAIL ELEMENT | | | 0085 607065-001 2.000 EA | 1100.00000 2200.00| 1134.02000 2268.04| 1188.00000 2376.00 FLARED END TERMINAL | | | 0090 636006-001 9.000 DA | 450.00000 4050.00| 463.92000 4175.28| 525.00000 4725.00 PILOT TRUCK AND DRIVER | | | 0095 636008-001 15103.000 LF | 0.06000 906.18| 0.07000 1057.21| 0.06000 906.18 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0210848 COUNTIES : HAMPSHIRE LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0364040 |(3) 58-1401472 |WEST VIRGINIA PAVING, INC. |BEAN'S LIME AND STONE, INC. |APAC-VIRGINIA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 636011-001 3760.000 UN | 1.00000 3760.00| 0.93000 3496.80| 0.40000 1504.00 TRAFFIC CONTROL DEVICE | | | 0105 636014-001 180.000 HR | 39.00000 7020.00| 40.21000 7237.80| 45.00000 8100.00 FLAGGER | | | 0110 642012-001 112.000 LF | 3.50000 392.00| 2.33000 260.96| 4.50000 504.00 SILT FENCE | | | 0115 651001-001 1.040 CY | 250.00000 260.00| 368.60000 383.34| 500.00000 520.00 FURNISHING AND PLACING TOPSOIL | | | 0120 652001-001 0.001 TN | 10000.00000 10.00| 11111.00000 11.11| 10800.00000 10.80 AGRICULTURAL LIMESTONE | | | 0125 652002-001 0.001 TN | 10000.00000 10.00| 11111.00000 11.11| 10800.00000 10.80 FERTILIZER, 10-20-10 | | | 0130 652003-002 0.154 LB | 10000.00000 1540.00| 5555.56000 855.56| 11220.78000 1728.00 SEED MIXTURE, D | | | 0135 652004-001 0.005 TN | 10000.00000 50.00| 11111.00000 55.56| 10800.00000 54.00 STRAW OR HAY MULCH | | | 0140 663001-005 4.800 MI | 495.00000 2376.00| 448.45000 2152.56| 469.80000 2255.04 EDGE LINE, TYPE II WHITE | | | 0145 663002-004 2.860 MI | 495.00000 1415.70| 309.28000 884.54| 324.00000 926.64 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0150 307005-001 AA1 1750.000 TN | 12.00000 21000.00| 20.00000 35000.00| 17.50000 30625.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0155 307005-002 AA2 1663.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0160 401001-001 BB1 600.000 TN | 59.00000 35400.00| 48.00000 28800.00| 42.35000 25410.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0165 401001-002 BB2 570.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0170 401007-001 CC1 910.000 TN | 48.00000 43680.00| 40.00000 36400.00| 39.50000 35945.00 MARSHALL SCRATCH COURSE, STONE OR | | | GRAVEL I | | | 0175 401007-002 CC2 865.000 TN | | | MARSHALL SCRATCH COURSE, SLAG I | | | 0180 402001-001 DD1 1920.000 TN | 48.00000 92160.00| 47.05000 90336.00| 45.00000 86400.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0185 402001-002 DD2 1824.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0210848 COUNTIES : HAMPSHIRE LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0364040 |(3) 58-1401472 |WEST VIRGINIA PAVING, INC. |BEAN'S LIME AND STONE, INC. |APAC-VIRGINIA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 314,738.63| $ 318,302.40| $ 391,956.72 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 314,738.63| $ 318,302.40| $ 391,956.72 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 0211242 COUNTIES : HARRISON LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : ANMORE TO BRIDGEPORT ROAD PROJECT(S) : S317-0058/00-003.38 00 0STP 0058 002 E00 LOCATION: BEGIN: JCT CR 21/3 END: JCT US 50 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 239,850.00 100.0000% 2 55-0592491 DODD GENERAL CONTRACTORS CORPORATION $ 244,296.69 101.8539% 3 55-0328627 J. F. ALLEN COMPANY $ 250,457.38 104.4225% 4 55-0570769 WEST VIRGINIA PAVING, INC. $ 291,984.75 121.7363% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0211242 COUNTIES : HARRISON LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 55-0592491 |(3) 55-0328627 |MOUNTAINEER CONTRACTORS, INC|DODD GENERAL CONTRACTORS COR|J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING, GUARDRAIL, AND DRAINAGE | | | 0002 204001-000 LUMP| 1355.37000 1355.37| 4862.00000 4862.00| 1000.00000 1000.00 MOBILIZATION | | | 0005 204003-000 1.000 EA | 250.00000 250.00| 493.73000 493.73| 250.00000 250.00 MOBILIZATION, PER JOB ORDER (14 DAY | | | TEMP.) | | | 0010 204003-000 1.000 EA | 250.00000 250.00| 225.00000 225.00| 225.00000 225.00 MOBILIZATION, PER JOB ORDER(PERMANENT) | | | 0015 207001-001 40.000 CY | 40.00000 1600.00| 72.00000 2880.00| 34.65000 1386.00 UNCLASSIFIED EXCAVATION | | | 0025 307005-001 AA1 50.000 TN | 25.00000 1250.00| 28.00000 1400.00| 24.20000 1210.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 7 | | | 0030 307005-002 AA2 45.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 7 | | | 0035 307005-001 BB1 735.000 TN | 11.00000 8085.00| 17.56000 12906.60| 16.10000 11833.50 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0040 307005-002 BB2 662.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0045 401001-001 CC1 75.000 TN | 60.00000 4500.00| 63.26000 4744.50| 63.50000 4762.50 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0050 401001-002 CC2 68.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0055 401001-001 DD1 2875.000 TN | 32.50000 93437.50| 33.67000 96801.25| 34.80000 100050.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0060 401001-002 DD2 2588.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0065 402001-001 EE1 1920.000 TN | 37.50000 72000.00| 36.30000 69696.00| 37.75000 72480.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0070 402001-002 EE2 1728.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | 0075 408002-001 1050.000 GA | 0.50000 525.00| 0.01000 10.50| 0.01000 10.50 BITUMINOUS MATERIAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0211242 COUNTIES : HARRISON LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 55-0592491 |(3) 55-0328627 |MOUNTAINEER CONTRACTORS, INC|DODD GENERAL CONTRACTORS COR|J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 604001-016 4.000 LF | 100.00000 400.00| 150.00000 600.00| 165.45000 661.80 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0085 605009-001 3.000 EA | 1200.00000 3600.00| 1505.00000 4515.00| 1680.00000 5040.00 TYPE G INLET | | | 0090 605051-001 1.000 EA | 2500.00000 2500.00| 1800.00000 1800.00| 2000.00000 2000.00 TYPE U INLET | | | 0095 607001-001 1275.000 LF | 7.55000 9626.25| 7.77000 9906.75| 7.55000 9626.25 TYPE 1 GUARDRAIL, CLASS I | | | 0100 607001-001 1175.000 LF | 6.25000 7343.75| 6.43000 7555.25| 6.25000 7343.75 TYPE 1 GUARDRAIL, CLASS II | | | 0105 607009-001 262.500 LF | 4.00000 1050.00| 4.11000 1078.88| 4.00000 1050.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0110 607010-020 2187.500 LF | 0.63000 1378.13| 0.65000 1421.88| 0.65000 1421.88 GUARDRAIL REMOVAL | | | 0115 607065-001 5.000 EA | 1075.00000 5375.00| 1106.60000 5533.00| 1075.00000 5375.00 FLARED END TERMINAL | | | 0120 607066-001 1.000 EA | 1400.00000 1400.00| 1441.16000 1441.16| 1400.00000 1400.00 TANGENT END TERMINAL | | | 0125 636006-001 9.000 DA | 500.00000 4500.00| 0.01000 0.09| 500.00000 4500.00 PILOT TRUCK AND DRIVER | | | 0130 636011-001 2770.000 UN | 1.00000 2770.00| 0.01000 27.70| 0.80000 2216.00 TRAFFIC CONTROL DEVICE | | | 0135 636014-001 220.000 HR | 40.00000 8800.00| 39.01000 8582.20| 40.00000 8800.00 FLAGGER | | | 0160 663001-005 5.360 MI | 425.00000 2278.00| 425.00000 2278.00| 425.00000 2278.00 EDGE LINE, TYPE II WHITE (14 DAY TEMP.) | | | 0165 663001-005 5.360 MI | 425.00000 2278.00| 425.00000 2278.00| 425.00000 2278.00 EDGE LINE, TYPE II WHITE (PERMANENT) | | | 0170 663002-004 3.880 MI | 425.00000 1649.00| 420.00000 1629.60| 420.00000 1629.60 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | (14 DAY TEMP.) | | | 0175 663002-004 3.880 MI | 425.00000 1649.00| 420.00000 1629.60| 420.00000 1629.60 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | (PERMANENT) | | | SECTION TOTALS | $ 239,850.00| $ 244,296.69| $ 250,457.38 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 239,850.00| $ 244,296.69| $ 250,457.38 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 004 -4 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0211242 COUNTIES : HARRISON LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0570769 | | |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING, GUARDRAIL, AND DRAINAGE | | | 0002 204001-000 LUMP| 4270.00000 4270.00| | MOBILIZATION | | | 0005 204003-000 1.000 EA | 300.00000 300.00| | MOBILIZATION, PER JOB ORDER (14 DAY | | | TEMP.) | | | 0010 204003-000 1.000 EA | 300.00000 300.00| | MOBILIZATION, PER JOB ORDER(PERMANENT) | | | 0015 207001-001 40.000 CY | 62.00000 2480.00| | UNCLASSIFIED EXCAVATION | | | 0025 307005-001 AA1 50.000 TN | 22.50000 1125.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 7 | | | 0030 307005-002 AA2 45.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 7 | | | 0035 307005-001 BB1 735.000 TN | 22.00000 16170.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0040 307005-002 BB2 662.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0045 401001-001 CC1 75.000 TN | 62.00000 4650.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0050 401001-002 CC2 68.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0055 401001-001 DD1 2875.000 TN | 38.00000 109250.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0060 401001-002 DD2 2588.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0065 402001-001 EE1 1920.000 TN | 46.00000 88320.00| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0070 402001-002 EE2 1728.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | 0075 408002-001 1050.000 GA | 1.00000 1050.00| | BITUMINOUS MATERIAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 004 -5 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0211242 COUNTIES : HARRISON LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0570769 | | |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 604001-016 4.000 LF | 153.00000 612.00| | 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0085 605009-001 3.000 EA | 3300.00000 9900.00| | TYPE G INLET | | | 0090 605051-001 1.000 EA | 3200.00000 3200.00| | TYPE U INLET | | | 0095 607001-001 1275.000 LF | 8.00000 10200.00| | TYPE 1 GUARDRAIL, CLASS I | | | 0100 607001-001 1175.000 LF | 7.00000 8225.00| | TYPE 1 GUARDRAIL, CLASS II | | | 0105 607009-001 262.500 LF | 4.00000 1050.00| | TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0110 607010-020 2187.500 LF | 0.50000 1093.75| | GUARDRAIL REMOVAL | | | 0115 607065-001 5.000 EA | 1100.00000 5500.00| | FLARED END TERMINAL | | | 0120 607066-001 1.000 EA | 1400.00000 1400.00| | TANGENT END TERMINAL | | | 0125 636006-001 9.000 DA | 490.00000 4410.00| | PILOT TRUCK AND DRIVER | | | 0130 636011-001 2770.000 UN | 0.50000 1385.00| | TRAFFIC CONTROL DEVICE | | | 0135 636014-001 220.000 HR | 42.00000 9240.00| | FLAGGER | | | 0160 663001-005 5.360 MI | 425.00000 2278.00| | EDGE LINE, TYPE II WHITE (14 DAY TEMP.) | | | 0165 663001-005 5.360 MI | 425.00000 2278.00| | EDGE LINE, TYPE II WHITE (PERMANENT) | | | 0170 663002-004 3.880 MI | 425.00000 1649.00| | LANE LINE OR CENTERLINE, TYPE II YELLOW | | | (14 DAY TEMP.) | | | 0175 663002-004 3.880 MI | 425.00000 1649.00| | LANE LINE OR CENTERLINE, TYPE II YELLOW | | | (PERMANENT) | | | SECTION TOTALS | $ 291,984.75| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 291,984.75| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 0210850 COUNTIES : MINERAL LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : ROCKET CENTER - SHORT GAP ROAD PROJECT(S) : S329-0956/00-000.00 00 0STP 0956 002 E00 LOCATION: MARYLAND STATE LINE - WV 28 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 52-1860597 BELT PAVING, INC. $ 647,942.98 100.0000% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0210850 COUNTIES : MINERAL LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 52-1860597 | | |BELT PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REHABILITATION-RESTORATION-RESURFACING | | | 0005 204001-000 LUMP| 56000.00000 56000.00| | MOBILIZATION | | | 0010 204003-000 1.000 EA | 206.00000 206.00| | MOBILIZATION, PER PERMANENT | | | 0015 204003-000 1.000 EA | 309.00000 309.00| | MOBILIZATION, PER 3 DAY TEMPORARY | | | 0020 207001-001 47.200 CY | 60.00000 2832.00| | UNCLASSIFIED EXCAVATION | | | 0025 211008-000 50.000 TN | 45.00000 2250.00| | ROCK BORROW EXCAVATION | | | 0030 212001-000 1.320 CY | 530.00000 699.60| | STRUCTURE EXCAVATION | | | 0035 212005-000 85.700 CY | 29.50000 2528.15| | SELECT MATERIAL FOR BACKFILLING | | | 0040 218008-000 65.000 TN | 37.60000 2444.00| | SHOT ROCK | | | 0045 229001-000 0.132 MI | 18000.00000 2376.00| | SHOULDER AND DITCH | | | 0050 240001-000 1863.000 LF | 18.20000 33906.60| | CLEAN CULVERT | | | 0055 408002-001 1800.000 GA | 0.01000 18.00| | BITUMINOUS MATERIAL | | | 0060 601002-001 14.850 CY | 255.00000 3786.75| | CLASS B CONCRETE | | | 0065 604001-016 112.000 LF | 49.20000 5510.40| | 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0070 605009-001 7.000 EA | 2000.00000 14000.00| | TYPE G INLET | | | 0075 605050-001 2.000 EA | 350.00000 700.00| | ADJUST CONCRETE HEADWALL | | | 0080 607001-001 3557.000 LF | 9.00000 32013.00| | TYPE 1 GUARDRAIL, CLASS 1 | | | 0085 607009-001 5462.000 LF | 4.00000 21848.00| | TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0090 607010-020 1738.000 LF | 1.05000 1824.90| | GUARDRAIL REMOVAL | | | 0095 607025-001 6.000 EA | 465.00000 2790.00| | CUT SLOPE TERMINAL, TYPE B | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0210850 COUNTIES : MINERAL LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 52-1860597 | | |BELT PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 607035-001 1.000 EA | 103.00000 103.00| | GUARDRAIL ELEMENT | | | 0105 607037-001 3.000 EA | 36.05000 108.15| | BUFFER END SECTION | | | 0110 607065-001 6.000 EA | 1135.00000 6810.00| | FLARED END TERMINAL | | | 0115 636006-001 23.000 DA | 465.00000 10695.00| | PILOT TRUCK AND DRIVER | | | 0120 636008-001 34594.000 LF | 0.10000 3459.40| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0125 636011-001 5740.000 UN | 1.05000 6027.00| | TRAFFIC CONTROL DEVICE | | | 0130 636014-001 460.000 HR | 40.25000 18515.00| | FLAGGER | | | 0135 642012-001 112.000 LF | 4.00000 448.00| | SILT FENCE | | | 0140 642031-001 14.000 EA | 120.00000 1680.00| | DITCH CHECK | | | 0145 651001-001 50.710 CY | 51.50000 2611.57| | FURNISHING AND PLACING TOPSOIL | | | 0150 652001-001 0.035 TN | 53.00000 1.86| | AGRICULTURAL LIMESTONE | | | 0155 652002-001 0.120 TN | 3100.00000 372.00| | FERTILIZER, 10-20-10 | | | 0160 652003-002 6.960 LB | 275.00000 1914.00| | SEED MIXTURE, D | | | 0165 652004-001 0.480 TN | 515.00000 247.20| | STRAW OR HAY MULCH | | | 0170 663001-005 8.360 MI | 440.00000 3678.40| | EDGE LINE, TYPE II WHITE | | | 0175 663002-004 6.550 MI | 450.00000 2947.50| | LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0180 307005-001 AA1 6030.000 TN | 3.50000 21105.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0185 307005-002 AA2 5729.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0190 401001-001 BB1 15.000 TN | 82.00000 1230.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 005 -4 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0210850 COUNTIES : MINERAL LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 52-1860597 | | |BELT PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0195 401001-002 BB2 14.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0200 401003-001 CC1 5175.000 TN | 36.50000 188887.50| | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL II | | | 0205 401003-002 CC2 4916.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG II | | | 0210 402001-001 DD1 4100.000 TN | 46.60000 191060.00| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0215 402001-002 DD2 3895.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | SECTION TOTALS | $ 647,942.98| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 647,942.98| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 0211247 COUNTIES : MONONGALIA LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : OSAGE TO JERE ROAD PROJECT(S) : S331-0019/00-015.07 00 0STP 0019 247 E00 LOCATION: BEGIN: JCT CR 19/12 END: JCT WV 7 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 155,595.00 100.0000% 2 55-0592491 DODD GENERAL CONTRACTORS CORPORATION $ 157,803.30 101.4192% 3 55-0328627 J. F. ALLEN COMPANY $ 160,579.07 103.2032% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0211247 COUNTIES : MONONGALIA LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 55-0592491 |(3) 55-0328627 |MOUNTAINEER CONTRACTORS, INC|DODD GENERAL CONTRACTORS COR|J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING, GUARDRAIL, AND DRAINAGE | | | 0002 204001-000 LUMP| 1445.00000 1445.00| 1984.00000 1984.00| 1000.00000 1000.00 MOBILIZATION | | | 0005 204003-000 1.000 EA | 250.00000 250.00| 300.00000 300.00| 1.00000 1.00 MOBILIZATION, PER JOB ORDER (14 DAY | | | TEMP.) | | | 0010 204003-000 1.000 EA | 250.00000 250.00| 150.00000 150.00| 1.00000 1.00 MOBILIZATION, PER JOB ORDER (PERMANENT) | | | 0020 240001-000 54.000 LF | 40.00000 2160.00| 35.37000 1909.98| 20.00000 1080.00 CLEAN CULVERT (18") | | | 0025 307005-001 AA1 855.000 TN | 10.00000 8550.00| 6.00000 5130.00| 14.95000 12782.25 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0030 307005-002 AA2 770.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0035 401001-001 BB1 1645.000 TN | 33.00000 54285.00| 34.43000 56637.35| 40.35000 66375.75 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0040 401001-002 BB2 1480.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0045 402001-001 CC1 1150.000 TN | 41.00000 47150.00| 52.35000 60202.50| 43.30000 49795.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0050 402001-002 CC2 1035.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | 0055 408002-001 630.000 GA | 0.50000 315.00| 0.01000 6.30| 0.01000 6.30 BITUMINOUS MATERIAL | | | 0060 415005-001 680.000 SY | 6.50000 4420.00| 8.89000 6045.20| 3.35000 2278.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0065 605009-001 2.000 EA | 1300.00000 2600.00| 1890.00000 3780.00| 2097.25000 4194.50 TYPE G INLET | | | 0070 605020-001 1.000 EA | 150.00000 150.00| 275.00000 275.00| 200.00000 200.00 INSTALL INLET GRATE, TYPE G | | | 0075 605050-001 1.000 EA | 350.00000 350.00| 300.00000 300.00| 500.00000 500.00 ADJUST CONCRETE HEADWALL | | | 0080 607009-001 2200.000 LF | 4.15000 9130.00| 4.59000 10098.00| 4.15000 9130.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 006 -3 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0211247 COUNTIES : MONONGALIA LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 55-0592491 |(3) 55-0328627 |MOUNTAINEER CONTRACTORS, INC|DODD GENERAL CONTRACTORS COR|J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0085 607010-020 150.000 LF | 1.00000 150.00| 1.01000 151.50| 1.00000 150.00 GUARDRAIL REMOVAL | | | 0090 607035-001 15.000 EA | 38.00000 570.00| 35.32000 529.80| 38.00000 570.00 GUARDRAIL ELEMENT | | | 0095 607065-001 4.000 EA | 1050.00000 4200.00| 959.00000 3836.00| 1050.00000 4200.00 FLARED END TERMINAL | | | 0100 607066-001 1.000 EA | 1350.00000 1350.00| 1514.00000 1514.00| 1350.00000 1350.00 TANGENT END TERMINAL | | | 0105 636006-001 7.000 DA | 500.00000 3500.00| 0.01000 0.07| 0.01000 0.07 PILOT TRUCK AND DRIVER | | | 0110 636011-001 2140.000 UN | 1.00000 2140.00| 0.01000 21.40| 0.95000 2033.00 TRAFFIC CONTROL DEVICE | | | 0115 636014-001 220.000 HR | 35.00000 7700.00| 0.01000 2.20| 0.01000 2.20 FLAGGER | | | 0140 663001-005 2.900 MI | 425.00000 1232.50| 425.00000 1232.50| 425.00000 1232.50 EDGE LINE, TYPE II WHITE (14 DAY TEMP.) | | | 0145 663001-005 2.900 MI | 425.00000 1232.50| 425.00000 1232.50| 425.00000 1232.50 EDGE LINE, TYPE II WHITE (PERMANENT) | | | 0150 663002-004 2.900 MI | 425.00000 1232.50| 425.00000 1232.50| 425.00000 1232.50 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | (14 DAY TEMP.) | | | 0155 663002-004 2.900 MI | 425.00000 1232.50| 425.00000 1232.50| 425.00000 1232.50 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | (PERMANENT) | | | SECTION TOTALS | $ 155,595.00| $ 157,803.30| $ 160,579.07 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 155,595.00| $ 157,803.30| $ 160,579.07 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 0111742 COUNTIES : WAYNE LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : WEBB - BULL MOUNTAIN ROAD PROJECT(S) : S350-0052/00-041.70 00 00NH 0052 181 E00 LOCATION: CO 29/9 TO 0.8 MI N WV 152 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 61-0897043 MOUNTAIN ENTERPRISES, INC. DBA LENORE ASPHALT, INC $ 767,698.01 100.0000% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0111742 COUNTIES : WAYNE LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 61-0897043 | | |MOUNTAIN ENTERPRISES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0005 204001-000 LUMP| 25000.00000 25000.00| | MOBILIZATION | | | 0010 204001-000 LUMP| 750.00000 750.00| | MOBILIZATION PERMANENT PAVEMENT MARKINGS| | | 0015 204001-000 LUMP| 750.00000 750.00| | MOBILIZATION 3-DAY, TEMP. PVMT MARKINGS | | | 0020 211002-000 174.000 CY | 75.00000 13050.00| | ROCK BORROW EXCAVATION | | | 0025 229001-000 2.740 MI | 6250.00000 17125.00| | SHOULDER AND DITCH | | | 0030 240001-000 150.000 LF | 30.00000 4500.00| | CLEAN CULVERT | | | 0035 408002-001 1694.000 GA | 1.25000 2117.50| | BITUMINOUS MATERIAL | | | 0040 415005-001 3265.000 SY | 11.25000 36731.25| | REMOVE EXISTING PAVEMENT SURFACE | | | 0045 605012-001 1.000 EA | 1500.00000 1500.00| | ADJUST INLET TYPE G | | | 0050 607001-001 17550.000 LF | 8.80000 154440.00| | TYPE 1 GUARDRAIL, CLASS 1 | | | 0055 607010-001 18487.500 LF | 1.15000 21260.63| | TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0060 607025-001 5.000 EA | 385.00000 1925.00| | CUT SLOPE TERMINAL, TYPE A | | | 0065 607025-001 7.000 EA | 525.00000 3675.00| | CUT SLOPE TERMINAL, TYPE B | | | 0070 607065-001 21.000 EA | 1075.00000 22575.00| | FLARED END TERMINAL | | | 0075 636008-001 14453.000 LF | 0.17000 2457.01| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0080 636011-001 3030.000 UN | 1.00000 3030.00| | TRAFFIC CONTROL DEVICE | | | 0085 636014-001 900.000 HR | 45.00000 40500.00| | FLAGGER | | | 0090 642004-002 142.000 LB | 8.80000 1249.60| | SEED MIXTURE, B | | | 0095 642005-001 3.000 TN | 550.00000 1650.00| | MULCH, STRAW OR HAY | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 007 -3 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0111742 COUNTIES : WAYNE LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 61-0897043 | | |MOUNTAIN ENTERPRISES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 642006-001 0.600 TN | 1100.00000 660.00| | FERTILIZER | | | 0105 642031-001 22.000 EA | 80.00000 1760.00| | DITCH CHECK | | | 0110 663001-004 28906.000 LF | 0.12000 3468.72| | EDGE LINE, TYPE II WHITE | | | 0115 663002-002 28906.000 LF | 0.12000 3468.72| | LANE LINE OR CENTERLINE, TYPE I YELLOW | | | 0120 307005-001 AA1 2459.000 TN | 23.68000 58229.12| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0125 307005-002 AA2 2238.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0130 401001-001 BB1 1379.000 TN | 52.50000 72397.50| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0135 401001-002 BB2 1255.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0140 401003-001 CC1 200.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0145 401003-002 CC2 182.000 TN | 49.66000 9038.12| | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0150 402001-001 DD1 5851.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 4 | | | 0155 402001-002 DD2 5324.000 TN | 49.66000 264389.84| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 4 | | | SECTION TOTALS | $ 767,698.01| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 767,698.01| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 008 -1 VENDOR RANKING CALL ORDER : 008 CONTRACT ID : 0210242 COUNTIES : WAYNE LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : LAVALETTE - HUNTINGTON ROAD PROJECT(S) : S350-0152/00-042.95 00 0STP 0152 034 E00 LOCATION: 0.4 MI N CO 152/15 TO CABELL COUNTY LINE 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 61-0897043 MOUNTAIN ENTERPRISES, INC. DBA LENORE ASPHALT, INC $ 235,284.18 100.0000% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 008 -2 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0210242 COUNTIES : WAYNE LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 61-0897043 | | |MOUNTAIN ENTERPRISES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0005 204001-000 LUMP| 4500.00000 4500.00| | MOBILIZATION | | | 0010 204001-000 LUMP| 750.00000 750.00| | MOBILIZATION PERMENANT PAVEMENT MARKINGS| | | 0015 204001-000 LUMP| 750.00000 750.00| | MOBILIZATION 3-DAY, TEMPORARY PAVEMENT | | | MARKINGS | | | 0020 211002-000 12.000 CY | 100.00000 1200.00| | ROCK BORROW EXCAVATION | | | 0025 218003-000 36.000 CY | 250.00000 9000.00| | GABION | | | 0030 229001-000 1.570 MI | 6500.00000 10205.00| | SHOULDER AND DITCH | | | 0035 408002-001 910.000 GA | 1.50000 1365.00| | BITUMINOUS MATERIAL | | | 0040 415005-001 266.000 SY | 16.75000 4455.50| | REMOVE EXISTING PAVEMENT SURFACE | | | 0045 607009-001 5862.500 LF | 3.20000 18760.00| | TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0050 607010-001 1125.000 LF | 1.65000 1856.25| | TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0055 607025-001 2.000 EA | 525.00000 1050.00| | CUT SLOPE TERMINAL, TYPE B | | | 0060 607035-001 20.000 EA | 55.00000 1100.00| | GUARDRAIL ELEMENT | | | 0065 607037-001 8.000 EA | 27.50000 220.00| | BUFFER END SECTION | | | 0070 607039-001 40.000 EA | 3.85000 154.00| | 6X6X14 IN TREATED WOOD BLOCK | | | 0075 607042-001 40.000 EA | 16.50000 660.00| | 6 FT STEEL POST | | | 0080 607065-001 31.000 EA | 1185.00000 36735.00| | FLARED END TERMINAL | | | 0085 636008-001 35512.000 LF | 0.14000 4971.68| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0090 636011-001 5730.000 UN | 1.00000 5730.00| | TRAFFIC CONTROL DEVICE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 008 -3 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0210242 COUNTIES : WAYNE LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 61-0897043 | | |MOUNTAIN ENTERPRISES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 636014-001 210.000 HR | 45.00000 9450.00| | FLAGGER | | | 0100 642004-002 38.000 LB | 25.00000 950.00| | SEED MIXTURE, B | | | 0105 642005-001 1.000 TN | 1500.00000 1500.00| | MULCH, STRAW OR HAY | | | 0110 642006-001 0.200 TN | 1500.00000 300.00| | FERTILIZER | | | 0115 642031-001 10.000 EA | 150.00000 1500.00| | DITCH CHECK | | | 0120 663001-004 16920.000 LF | 0.14000 2368.80| | EDGE LINE, TYPE II WHITE | | | 0125 663002-005 18592.000 LF | 0.14000 2602.88| | LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0130 663007-010 592.000 LF | 5.75000 3404.00| | STRIPE, TYPE V YELLOW, 12" WIDE | | | 0135 307005-001 AA1 610.000 TN | 25.59000 15609.90| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0140 307005-002 AA2 555.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0145 401001-001 BB1 59.000 TN | 49.43000 2916.37| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0150 401001-002 BB2 54.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0155 402001-001 CC1 1735.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0160 402001-002 CC2 1579.000 TN | 51.80000 81792.20| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | 0165 401003-001 DD1 200.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0170 401003-002 DD2 182.000 TN | 51.80000 9427.60| | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | SECTION TOTALS | $ 235,284.18| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 235,284.18| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 009 -1 VENDOR RANKING CALL ORDER : 009 CONTRACT ID : 0211965 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : MURPHYTOWN - DALLISON ROAD PROJECT(S) : S354-0050/00-009.43 00 00NH 0050 206 E00 LOCATION: BEGIN: EB JCT CR 50/37 END: 0.22 MI. E. JCT CR 50/35 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 653,481.68 100.0000% 2 55-0583614 CARL KELLY PAVING, INC. $ 731,316.20 111.9107% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 009 -2 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0211965 COUNTIES : WOOD LETTING DATE : 04/08/03 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 MURPHYTOWN - DALLISON ROAD | | | 0005 204001-000 LUMP| 13700.00000 13700.00| 17841.53000 17841.53| MOBILIZATION | | | 0007 204003-000 1.000 EA | 1.00000 1.00| 1.05000 1.05| MOBILIZATION, PER 3-DAY TEMPORARY | | | PAVEMENT MARKING | | | 0008 204003-000 1.000 EA | 1.00000 1.00| 1.05000 1.05| MOBILIZATION, PER PERMANENT PAVEMENT | | | MARKING | | | 0010 408002-001 3950.000 GA | 0.01000 39.50| 1.06000 4187.00| BITUMINOUS MATERIAL | | | 0015 607001-001 12450.000 LF | 7.64000 95118.00| 8.05000 100222.50| TYPE 1 GUARDRAIL, CLASS I | | | 0020 607010-001 12587.500 LF | 0.90000 11328.75| 0.95000 11958.13| TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0025 607025-001 1.000 EA | 400.00000 400.00| 421.61000 421.61| CUT SLOPE TERMINAL, TYPE B | | | 0030 607030-001 5.000 EA | 400.00000 2000.00| 421.61000 2108.05| SPECIAL TRAILING END TERMINAL | | | 0035 607066-001 7.000 EA | 1350.00000 9450.00| 1422.93000 9960.51| TANGENT END TERMINAL | | | 0040 636008-001 139946.000 LF | 0.08000 11195.68| 0.12000 16793.52| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0045 636011-001 20860.000 UN | 1.30000 27118.00| 1.11000 23154.60| TRAFFIC CONTROL DEVICE | | | 0050 636014-001 50.000 HR | 46.00000 2300.00| 0.01000 0.50| FLAGGER | | | 0055 636021-001 30.000 DA | 10.00000 300.00| 10.54000 316.20| ELECTRIC ARROW | | | 0058 661013-001 134.000 EA | 29.00000 3886.00| 30.57000 4096.38| PLASTIC DELINEATOR POST, | | | 0060 661020-001 110.000 EA | 5.75000 632.50| 6.06000 666.60| DELINEATOR, TYPE B-1 | | | 0065 663001-005 11.780 MI | 425.00000 5006.50| 447.96000 5276.97| EDGE LINE, TYPE II | | | 0070 663002-004 1.470 MI | 425.00000 624.75| 579.71000 852.17| LANE LINE OR CENTERLINE, TYPE II | | | 0075 663005-010 120.000 LF | 11.00000 1320.00| 11.59000 1390.80| STOP LINE, TYPE V | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 009 -3 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0211965 COUNTIES : WOOD LETTING DATE : 04/08/03 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 663010-010 8.000 EA | 140.00000 1120.00| 147.56000 1180.48| LANE ARROW, TYPE V | | | 0085 663012-208 410.000 EA | 20.00000 8200.00| 21.08000 8642.80| RAISED PAVEMENT MARKER, TYPE P-2 | | | 0090 307005-001 AA1 3450.000 TN | 12.00000 41400.00| 16.31000 56269.50| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0095 307005-002 BB2 3140.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0100 401017-001 BB1 50.000 TN | 100.00000 5000.00| 50.00000 2500.00| HOT-MIX ASPHALT POTHOLE REPAIR, STONE | | | OR GRAVEL, TYPE II | | | 0105 401017-002 BB2 46.000 TN | | | HOT-MIX ASPHALT POTHOLE REPAIR, SLAG, | | | TYPE II | | | 0110 401007-001 CC1 4600.000 TN | 33.00000 151800.00| 38.45000 176870.00| MARSHALL SCRATCH COURSE, STONE OR GRAVEL| | | 0115 401007-002 CC2 4186.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0120 402001-001 DD1 7265.000 TN | 36.00000 261540.00| 39.45000 286604.25| MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0125 402001-002 DD2 6612.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | SECTION TOTALS | $ 653,481.68| $ 731,316.20| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 653,481.68| $ 731,316.20| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 010 -1 VENDOR RANKING CALL ORDER : 010 CONTRACT ID : 0210853 COUNTIES : WYOMING LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : ALLEN JUNCTION - RALEIGH COUNTY PROJECT(S) : S355-0016/00-029.10 00 0STP 0016 153 E00 LOCATION: JCT. CR 12/1 - RALEIGH COUNTY LINE 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 374,288.94 100.0000% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 010 -2 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0210853 COUNTIES : WYOMING LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 | | |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 3R, RESURFACE & STABILIZE SHOULDERS | | | 0005 204001-000 LUMP| 11800.00000 11800.00| | MOBILIZATION | | | 0010 204003-000 1.000 EA | 1500.00000 1500.00| | MOBILIZATION, PER 3 DAY TEMPORARY | | | PAVEMENT MARKING | | | 0015 204003-000 1.000 EA | 1500.00000 1500.00| | MOBILIZATION, PER PERMANENT PAVEMENT | | | MARKING | | | 0020 229001-000 3.480 MI | 6900.00000 24012.00| | SHOULDER AND DITCH | | | 0025 408002-001 1500.000 GA | 1.00000 1500.00| | BITUMINOUS MATERIAL | | | 0030 607001-001 162.500 LF | 9.00000 1462.50| | TYPE 1 GUARDRAIL, CLASS III | | | 0035 607009-001 8637.500 LF | 4.15000 35845.63| | TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0040 607010-020 637.500 LF | 1.00000 637.50| | GUARDRAIL REMOVAL CLASS III | | | 0045 607030-001 3.000 EA | 420.00000 1260.00| | SPECIAL TRAILING END TERMINAL | | | 0050 607035-001 50.000 EA | 71.00000 3550.00| | GUARDRAIL ELEMENT | | | 0055 607066-001 1.000 EA | 1900.00000 1900.00| | TANGENT END TERMINAL | | | 0060 636006-001 12.000 DA | 580.00000 6960.00| | PILOT TRUCK AND DRIVER | | | 0065 636011-001 3765.000 UN | 0.50000 1882.50| | TRAFFIC CONTROL DEVICE | | | 0070 636014-001 456.000 HR | 0.01000 4.56| | FLAGGER | | | 0075 642004-002 200.000 LB | 6.86000 1372.00| | SEED MIXTURE, B | | | 0080 642005-002 1.500 TN | 990.00000 1485.00| | MULCH, WOOD CELLULOSE FIBER | | | 0085 642006-001 2.000 TN | 565.00000 1130.00| | FERTILIZER | | | 0090 642031-001 40.000 EA | 40.00000 1600.00| | DITCH CHECK | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 010 -3 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0210853 COUNTIES : WYOMING LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 | | |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 663001-005 13.920 MI | 550.00000 7656.00| | EDGE LINE, TYPE II WHITE | | | 0100 663003-005 61800.000 LF | 0.10000 6180.00| | BARRIER LINE, TYPE II YELLOW | | | 0105 663005-010 120.000 LF | 15.00000 1800.00| | STOP LINE, TYPE V WHITE, 24" | | | 0110 663007-004 175.000 LF | 1.15000 201.25| | STRIPE, TYPE II WHITE 16" | | | 0115 663011-010 8.000 EA | 75.00000 600.00| | LANE LETTER, TYPE V WHITE | | | 0120 307005-001 AA1 1750.000 TN | 20.00000 35000.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0125 307005-002 AA2 1593.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0130 401007-001 BB1 1400.000 TN | 54.50000 76300.00| | MARSHALL SCRATCH COURSE, STONE OR GRAVEL| | | 0135 401007-002 BB2 1274.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0140 401002-001 CC1 2700.000 TN | 54.50000 147150.00| | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE I | | | 0145 401002-002 CC2 2457.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE I | | | SECTION TOTALS | $ 374,288.94| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 374,288.94| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 011 -1 VENDOR RANKING CALL ORDER : 011 CONTRACT ID : 0303403 COUNTIES : WYOMING LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : BAILEYSVILLE ROAD BUILDING DEMOLITION (PARCEL #77) PROJECT(S) : S355-0097/00-003.52 00 LOCATION: 1.39 MI E OF CO 9/1 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0642318 GLADE CONSTRUCTION, INC. $ 37,800.00 100.0000% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 011 -2 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0303403 COUNTIES : WYOMING LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0642318 | | |GLADE CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION | | | 0005 202001-000 1.000 LS | 18000.00000 18000.00| | BUILDING DEMOLITION NUMBER, BUILDING | | | DEMOLITION TRAILOR (BLD 77/1) | | | 0010 202001-000 1.000 LS | 1000.00000 1000.00| | BUILDING DEMOLITION NUMBER, DEMOLITON | | | WELL HOUSE (BLD 77/2) | | | 0015 202002-000 LUMP| 2000.00000 2000.00| | WATER WELL ABANDONMENT NUMBER, | | | WATERWELL ABANDONMENT (WELL 77/4) | | | 0020 202003-000 LUMP| 2800.00000 2800.00| | SEPTIC TANK ABANDONMENT NUMBER, SEPTIC | | | TANK ABANDONMENT (SEP 77/3) | | | 0025 204001-000 LUMP| 2900.00000 2900.00| | MOBILIZATION | | | 0030 681001-001 LUMP| 11100.00000 11100.00| | ASBESTOS ABATEMENT, NUMBER ASBESTOS | | | ABATEMENT | | | SECTION TOTALS | $ 37,800.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 37,800.00| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -1 VENDOR RANKING CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : CORRIDOR D, S OF WV 892 TO GREENLAND ADDITION PROJECT(S) : X354-000D/00-000.63 03 0APD 0282 131 C00 LOCATION: US 50 - WV 892 X354-000D/00-000.63 04 0APD 0282 140 C00 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 61-0548463 BIZZACK, INC. $ 17,860,294.12 100.0000% 2 55-0535003 KANAWHA STONE COMPANY, INC. $ 18,761,393.22 105.0452% 3 55-0345840 VECELLIO & GROGAN, INC. $ 19,900,000.30 111.4203% 4 61-0874665 ELMO GREER & SONS, LLC $ 20,133,119.28 112.7255% 5 55-0683174 HEETER CONSTRUCTION, INC. $ 21,184,174.68 118.6104% 6 25-1021993 TRUMBULL CORPORATION $ 23,977,273.22 134.2490% 7 55-0328627 J. F. ALLEN COMPANY $ 26,726,760.12 149.6434% 31-1193721 SMITH & JOHNSON CONSTRUCTION CO. IRREGULAR 34-0905531 BEAVER EXCAVATING COMPANY, THE IRREGULAR 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -2 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0535003 |(3) 55-0345840 |BIZZACK, INC. |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 275000.00000 275000.00| 366644.00000 366644.00| 407812.00000 407812.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 300.00000 300.00| 300.00000 300.00| 400.00000 400.00 BUILDING DEMOLITION NUMBER, 1/1 | | | 0015 202001-000 1.000 LS | 500.00000 500.00| 500.00000 500.00| 200.00000 200.00 BUILDING DEMOLITION NUMBER, 1/2 | | | 0020 202001-000 1.000 LS | 4000.00000 4000.00| 4000.00000 4000.00| 5000.00000 5000.00 BUILDING DEMOLITION NUMBER, 1/3 | | | 0025 202001-000 1.000 LS | 300.00000 300.00| 300.00000 300.00| 200.00000 200.00 BUILDING DEMOLITION NUMBER, 1/4 | | | 0030 202001-000 1.000 LS | 300.00000 300.00| 300.00000 300.00| 200.00000 200.00 BUILDING DEMOLITION NUMBER, 1/5 | | | 0035 202001-000 1.000 LS | 300.00000 300.00| 300.00000 300.00| 200.00000 200.00 BUILDING DEMOLITION NUMBER, 1/6 | | | 0040 202001-000 1.000 LS | 3800.00000 3800.00| 3800.00000 3800.00| 1800.00000 1800.00 BUILDING DEMOLITION NUMBER, 2/1 | | | 0045 202001-000 1.000 LS | 900.00000 900.00| 900.00000 900.00| 250.00000 250.00 BUILDING DEMOLITION NUMBER, 2/2 | | | 0050 202001-000 1.000 LS | 300.00000 300.00| 300.00000 300.00| 350.00000 350.00 BUILDING DEMOLITION NUMBER, 2/3 | | | 0055 202001-000 1.000 LS | 1900.00000 1900.00| 1900.00000 1900.00| 275.00000 275.00 BUILDING DEMOLITION NUMBER, 6/1 | | | 0060 202001-000 1.000 LS | 4000.00000 4000.00| 4000.00000 4000.00| 3200.00000 3200.00 BUILDING DEMOLITION NUMBER, 6/2 | | | 0065 202001-000 1.000 LS | 900.00000 900.00| 900.00000 900.00| 1500.00000 1500.00 BUILDING DEMOLITION NUMBER, 6/3 | | | 0070 202001-000 1.000 LS | 300.00000 300.00| 300.00000 300.00| 4000.00000 4000.00 BUILDING DEMOLITION NUMBER, 6/4 | | | 0072 202001-000 1.000 LS | 3500.00000 3500.00| 3500.00000 3500.00| 2700.00000 2700.00 BUILDING DEMOLITION NUMBER, 11/3 | | | 0073 202001-000 1.000 LS | 900.00000 900.00| 900.00000 900.00| 500.00000 500.00 BUILDING DEMOLITION NUMBER, 11/4 | | | 0075 202001-000 1.000 LS | 4000.00000 4000.00| 4000.00000 4000.00| 1850.00000 1850.00 BUILDING DEMOLITION NUMBER, 12/1 | | | 0080 202001-000 1.000 LS | 1200.00000 1200.00| 1200.00000 1200.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 12/2 | | | 0085 202001-000 1.000 LS | 1200.00000 1200.00| 1200.00000 1200.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 13/1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -3 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0535003 |(3) 55-0345840 |BIZZACK, INC. |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 202001-000 1.000 LS | 300.00000 300.00| 300.00000 300.00| 200.00000 200.00 BUILDING DEMOLITION NUMBER, 13/2 | | | 0095 202001-000 1.000 LS | 3000.00000 3000.00| 3000.00000 3000.00| 2600.00000 2600.00 BUILDING DEMOLITION NUMBER, 14/1 | | | 0100 202001-000 1.000 LS | 300.00000 300.00| 300.00000 300.00| 200.00000 200.00 BUILDING DEMOLITION NUMBER, 14/2 | | | 0105 202001-000 1.000 LS | 300.00000 300.00| 300.00000 300.00| 200.00000 200.00 BUILDING DEMOLITION NUMBER, 16/1 | | | 0110 202001-000 1.000 LS | 300.00000 300.00| 300.00000 300.00| 300.00000 300.00 BUILDING DEMOLITION NUMBER, 16/2 | | | 0115 202001-000 1.000 LS | 300.00000 300.00| 300.00000 300.00| 150.00000 150.00 BUILDING DEMOLITION NUMBER, 16/3 | | | 0120 202001-000 1.000 LS | 100.00000 100.00| 100.00000 100.00| 150.00000 150.00 BUILDING DEMOLITION NUMBER, 19/1 | | | 0125 202001-000 1.000 LS | 900.00000 900.00| 900.00000 900.00| 400.00000 400.00 BUILDING DEMOLITION NUMBER, 19/2 | | | 0135 202001-000 1.000 LS | 1200.00000 1200.00| 1200.00000 1200.00| 7200.00000 7200.00 BUILDING DEMOLITION NUMBER, 23/1 | | | 0140 202001-000 1.000 LS | 500.00000 500.00| 500.00000 500.00| 2200.00000 2200.00 BUILDING DEMOLITION NUMBER, 24-1/1 | | | 0145 202001-000 1.000 LS | 4800.00000 4800.00| 4800.00000 4800.00| 4500.00000 4500.00 BUILDING DEMOLITION NUMBER, 24-2/1 | | | 0150 202001-000 1.000 LS | 1200.00000 1200.00| 1200.00000 1200.00| 2700.00000 2700.00 BUILDING DEMOLITION NUMBER, 24-2/2 | | | 0155 202001-000 1.000 LS | 500.00000 500.00| 500.00000 500.00| 150.00000 150.00 BUILDING DEMOLITION NUMBER, 24-2/3 | | | 0160 202001-000 1.000 LS | 500.00000 500.00| 500.00000 500.00| 400.00000 400.00 BUILDING DEMOLITION NUMBER, 24-2/5 | | | 0165 202001-000 1.000 LS | 300.00000 300.00| 300.00000 300.00| 650.00000 650.00 BUILDING DEMOLITION NUMBER, 24-2/6 | | | 0170 202001-000 1.000 LS | 500.00000 500.00| 500.00000 500.00| 150.00000 150.00 BUILDING DEMOLITION NUMBER, 24-2/7 | | | 0175 202001-000 1.000 LS | 500.00000 500.00| 500.00000 500.00| 150.00000 150.00 BUILDING DEMOLITION NUMBER, 24-2/8 | | | 0180 202001-000 1.000 LS | 500.00000 500.00| 500.00000 500.00| 700.00000 700.00 BUILDING DEMOLITION NUMBER, 24-2/9 | | | 0185 202001-000 1.000 LS | 500.00000 500.00| 500.00000 500.00| 3200.00000 3200.00 BUILDING DEMOLITION NUMBER, 26/1 | | | 0187 202001-000 1.000 LS | 3000.00000 3000.00| 3000.00000 3000.00| 400.00000 400.00 BUILDING DEMOLITION NUMBER, 26/3 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -4 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0535003 |(3) 55-0345840 |BIZZACK, INC. |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0195 202001-000 1.000 LS | 300.00000 300.00| 300.00000 300.00| 150.00000 150.00 BUILDING DEMOLITION NUMBER, 29/1 | | | 0200 202001-000 1.000 LS | 500.00000 500.00| 500.00000 500.00| 250.00000 250.00 BUILDING DEMOLITION NUMBER, 29/4 | | | 0205 202001-000 1.000 LS | 4000.00000 4000.00| 4000.00000 4000.00| 3800.00000 3800.00 BUILDING DEMOLITION NUMBER, 29/5 | | | 0210 202001-000 1.000 LS | 300.00000 300.00| 300.00000 300.00| 250.00000 250.00 BUILDING DEMOLITION NUMBER, 29/6 | | | 0215 202001-000 1.000 LS | 1200.00000 1200.00| 1200.00000 1200.00| 575.00000 575.00 BUILDING DEMOLITION NUMBER, 29/7 | | | 0220 202001-000 1.000 LS | 4800.00000 4800.00| 4800.00000 4800.00| 4200.00000 4200.00 BUILDING DEMOLITION NUMBER, 34/1 | | | 0225 202001-000 1.000 LS | 500.00000 500.00| 500.00000 500.00| 1500.00000 1500.00 BUILDING DEMOLITION NUMBER, 41/1 | | | 0230 202001-000 1.000 LS | 300.00000 300.00| 300.00000 300.00| 1500.00000 1500.00 BUILDING DEMOLITION NUMBER, 46-1/1 | | | 0235 202001-000 1.000 LS | 4200.00000 4200.00| 4200.00000 4200.00| 3100.00000 3100.00 BUILDING DEMOLITION NUMBER, 49/1 | | | 0240 202001-000 1.000 LS | 300.00000 300.00| 300.00000 300.00| 300.00000 300.00 BUILDING DEMOLITION NUMBER, 49/3 | | | 0245 202001-000 1.000 LS | 300.00000 300.00| 300.00000 300.00| 300.00000 300.00 BUILDING DEMOLITION NUMBER, 51/1 | | | 0247 202002-000 LUMP| 500.00000 500.00| 500.00000 500.00| 1050.00000 1050.00 WATER WELL ABANDONMENT NUMBER, 11/2 | | | 0250 202002-000 LUMP| 500.00000 500.00| 500.00000 500.00| 1050.00000 1050.00 WATER WELL ABANDONMENT NUMBER, 29/3 | | | 0255 202002-000 LUMP| 500.00000 500.00| 500.00000 500.00| 1050.00000 1050.00 WATER WELL ABANDONMENT NUMBER, 29/8 | | | 0260 202003-000 LUMP| 300.00000 300.00| 300.00000 300.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 1/7 | | | 0265 202003-000 LUMP| 300.00000 300.00| 300.00000 300.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 2/4 | | | 0270 202003-000 LUMP| 300.00000 300.00| 300.00000 300.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 6/5 | | | 0275 202003-000 LUMP| 300.00000 300.00| 300.00000 300.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 11/1 | | | 0280 202003-000 LUMP| 300.00000 300.00| 300.00000 300.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 12/3 | | | 0285 202003-000 LUMP| 300.00000 300.00| 300.00000 300.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 12/4 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -5 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0535003 |(3) 55-0345840 |BIZZACK, INC. |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 202003-000 LUMP| 300.00000 300.00| 300.00000 300.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 13/3 | | | 0295 202003-000 LUMP| 300.00000 300.00| 300.00000 300.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 14/3 | | | 0300 202003-000 LUMP| 300.00000 300.00| 300.00000 300.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 19/4 | | | 0305 202003-000 LUMP| 300.00000 300.00| 300.00000 300.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 24-2/4 | | | 0310 202003-000 LUMP| 300.00000 300.00| 300.00000 300.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 26/2 | | | 0312 202003-000 LUMP| 300.00000 300.00| 300.00000 300.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 26/4 | | | 0315 202003-000 LUMP| 300.00000 300.00| 300.00000 300.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 29/2 | | | 0320 202003-000 LUMP| 300.00000 300.00| 300.00000 300.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 34/2 | | | 0325 202003-000 LUMP| 300.00000 300.00| 300.00000 300.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 49/2 | | | 0330 202003-000 LUMP| 300.00000 300.00| 300.00000 300.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 50/1 | | | 0335 204001-000 LUMP| 180900.00000 180900.00| 150000.00000 150000.00| 330000.00000 330000.00 MOBILIZATION | | | 0340 207001-001 3990196.000 CY | 2.36000 9416862.56| 2.18000 8698627.28| 2.24000 8938039.04 UNCLASSIFIED EXCAVATION | | | 0345 207002-000 2903.000 CY | 17.65000 51237.95| 29.50000 85638.50| 35.88000 104159.64 SUBGRADE | | | 0350 207034-000 19865.000 SY | 0.92000 18275.80| 0.95000 18871.75| 1.00000 19865.00 FABRIC FOR SEPARATION | | | 0352 211008-000 500.000 TN | 5.00000 2500.00| 25.25000 12625.00| 31.00000 15500.00 ROCK BORROW EXCAVATION | | | 0354 307001-000 2156.000 CY | 27.15000 58535.40| 35.50000 76538.00| 38.00000 81928.00 AGGREGATE BASE COURSE, CLASS I | | | 0355 307001-000 204.000 CY | 35.00000 7140.00| 39.75000 8109.00| 47.00000 9588.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0360 311006-001 1042.000 CY | 37.55000 39127.10| 37.55000 39127.10| 38.00000 39596.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0365 601002-001 107.000 CY | 1100.00000 117700.00| 1150.00000 123050.00| 1250.00000 133750.00 CLASS B CONCRETE | | | 0370 605004-001 9.000 EA | 1900.00000 17100.00| 1420.00000 12780.00| 2075.00000 18675.00 TYPE B INLET | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -6 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0535003 |(3) 55-0345840 |BIZZACK, INC. |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0375 605009-001 15.000 EA | 1900.00000 28500.00| 1450.00000 21750.00| 2040.00000 30600.00 TYPE G INLET | | | 0377 606022-001 320.000 CY | 25.00000 8000.00| 26.00000 8320.00| 43.00000 13760.00 CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 0378 606025-004 2600.000 LF | 7.00000 18200.00| 17.00000 44200.00| 12.00000 31200.00 6 INCH UNDERDRAIN PIPE | | | 0380 607001-001 5144.000 LF | 8.28000 42592.32| 8.50000 43724.00| 8.50000 43724.00 TYPE 1 GUARDRAIL, CLASS I | | | 0385 607065-001 8.000 EA | 1060.00000 8480.00| 1095.00000 8760.00| 1125.00000 9000.00 FLARED END TERMINAL | | | 0390 607066-001 13.000 EA | 1375.00000 17875.00| 1420.00000 18460.00| 1525.00000 19825.00 TANGENT END TERMINAL | | | 0395 608002-001 16846.000 LF | 7.10000 119606.60| 9.20000 154983.20| 8.10000 136452.60 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0400 633003-001 903.000 CY | 12.00000 10836.00| 19.00000 17157.00| 18.00000 16254.00 DUMPED ROCK GUTTER | | | 0405 636011-001 8545.000 UN | 0.80000 6836.00| 0.80000 6836.00| 0.85000 7263.25 TRAFFIC CONTROL DEVICE | | | 0410 636012-010 2.000 EA | 300.00000 600.00| 250.00000 500.00| 350.00000 700.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0415 636013-001 200.000 EA | 2.50000 500.00| 2.50000 500.00| 3.50000 700.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0420 636014-001 700.000 HR | 48.55000 33985.00| 49.80000 34860.00| 46.00000 32200.00 FLAGGER | | | 0425 636025-001 3100.000 DA | 1.00000 3100.00| 1.00000 3100.00| 1.25000 3875.00 WARNING LIGHTS, TYPE B | | | 0430 637001-001 7980.000 MG | 0.01000 79.80| 16.00000 127680.00| 9.50000 75810.00 WATER FOR DUST PALLIATIVE | | | 0435 638002-001 94.000 EA | 75.00000 7050.00| 115.00000 10810.00| 35.00000 3290.00 RIGHT OF WAY MARKER | | | 0440 639001-001 LUMP| 84200.00000 84200.00| 229000.00000 229000.00| 222000.00000 222000.00 CONSTRUCTION LAYOUT STAKE | | | 0445 640002-001 18.000 MO | 1800.00000 32400.00| 2925.00000 52650.00| 1500.00000 27000.00 LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0450 640003-001 LUMP| 6500.00000 6500.00| 4000.00000 4000.00| 2700.00000 2700.00 BUILDING EQUIPMENT | | | 0455 642001-001 10801.000 LF | 0.25000 2700.25| 0.50000 5400.50| 1.40000 15121.40 TEMPORARY BERM | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -7 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0535003 |(3) 55-0345840 |BIZZACK, INC. |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 642002-001 497.000 LF | 8.00000 3976.00| 10.00000 4970.00| 15.00000 7455.00 SLOPE DRAIN | | | 0465 642004-001 6074.000 LB | 0.01000 60.74| 1.00000 6074.00| 1.00000 6074.00 SEED MIXTURE, TEMPORARY | | | 0470 642005-001 203.000 TN | 450.00000 91350.00| 410.00000 83230.00| 400.00000 81200.00 MULCH, STRAW OR HAY | | | 0475 642006-001 44.000 TN | 250.00000 11000.00| 450.00000 19800.00| 450.00000 19800.00 FERTILIZER | | | 0480 642007-001 14006.000 SY | 0.40000 5602.40| 1.35000 18908.10| 1.35000 18908.10 FIBER MATTING | | | 0481 642008-001 616.000 LF | 30.00000 18480.00| 24.00000 14784.00| 32.00000 19712.00 TEMPORARY PIPE | | | 0485 642009-001 37840.000 LF | 0.25000 9460.00| 0.45000 17028.00| 0.55000 20812.00 CONTOUR DITCH | | | 0490 642010-001 153.000 TN | 10.00000 1530.00| 10.00000 1530.00| 10.00000 1530.00 AGRICULTURAL LIMESTONE | | | 0495 642011-001 4508.000 EA | 6.00000 27048.00| 6.75000 30429.00| 0.01000 45.08 HAY OR STRAW BALE | | | 0500 642012-001 22910.000 LF | 2.00000 45820.00| 2.65000 60711.50| 3.50000 80185.00 SILT FENCE | | | 0505 642031-001 255.000 EA | 0.01000 2.55| 117.00000 29835.00| 105.00000 26775.00 DITCH CHECK | | | 0510 642033-001 1630.000 CY | 2.75000 4482.50| 5.15000 8394.50| 3.50000 5705.00 SEDIMENT TRAP | | | 0515 642034-001 12010.000 CY | 2.75000 33027.50| 2.30000 27623.00| 1.00000 12010.00 SEDIMENT DAM | | | 0520 642035-001 7.000 EA | 800.00000 5600.00| 2400.00000 16800.00| 3060.00000 21420.00 RISER | | | 0525 642036-001 9186.000 CY | 0.01000 91.86| 3.00000 27558.00| 1.00000 9186.00 SEDIMENT REMOVAL | | | 0530 642037-001 4730.000 CY | 2.75000 13007.50| 6.50000 30745.00| 2.85000 13480.50 SEDIMENT POND | | | 0533 642050-001 16.000 EA | 200.00000 3200.00| 425.00000 6800.00| 185.00000 2960.00 DEWATERING DEVICE | | | 0535 652001-001 98.000 TN | 10.00000 980.00| 20.00000 1960.00| 20.00000 1960.00 AGRICULTURAL LIMESTONE | | | 0540 652002-001 49.000 TN | 350.00000 17150.00| 620.00000 30380.00| 600.00000 29400.00 FERTILIZER, 10-20-10 | | | 0545 652002-002 15.000 TN | 500.00000 7500.00| 425.00000 6375.00| 425.00000 6375.00 FERTILIZER, UREA FORMALDEHYDE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -8 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0535003 |(3) 55-0345840 |BIZZACK, INC. |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0550 652003-001 921.000 LB | 0.50000 460.50| 5.00000 4605.00| 4.80000 4420.80 SEED MIXTURES, B, C-1, OR C-2 | | | 0555 652003-002 5898.000 LB | 8.30000 48953.40| 9.00000 53082.00| 8.50000 50133.00 SEED MIXTURE, D | | | 0560 652004-001 195.000 TN | 350.00000 68250.00| 230.00000 44850.00| 225.00000 43875.00 STRAW OR HAY MULCH | | | 0565 652004-002 73.000 TN | 880.00000 64240.00| 905.00000 66065.00| 875.00000 63875.00 WOOD CELLULOSE FIBER MULCH | | | 0570 655002-001 14171.000 SY | 4.00000 56684.00| 3.80000 53849.80| 3.70000 52432.70 PERMANENT EROSION MATTING, TYPE A | | | 0575 655002-001 233.000 SY | 4.00000 932.00| 4.40000 1025.20| 4.25000 990.25 PERMANENT EROSION MATTING, TYPE B | | | 0577 681001-001 LUMP| 1400.00000 1400.00| 1450.00000 1450.00| 2500.00000 2500.00 ASBESTOS ABATEMENT, NUMBER 2/1 | | | 0578 681001-001 LUMP| 1400.00000 1400.00| 1450.00000 1450.00| 600.00000 600.00 ASBESTOS ABATEMENT, NUMBER 6/2 | | | 0579 681001-001 LUMP| 1400.00000 1400.00| 1450.00000 1450.00| 150.00000 150.00 ASBESTOS ABATEMENT, NUMBER 26/3 | | | 0580 401001-011 AA1 1494.000 TN | 34.00000 50796.00| 34.00000 50796.00| 34.00000 50796.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE TYPE 19 | | | 0585 401001-012 AA2 1426.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE TYPE 19 | | | 0590 401001-011 BB1 5854.000 TN | 32.00000 187328.00| 32.00000 187328.00| 32.00000 187328.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE TYPE 37.5 | | | 0595 401001-012 BB2 5588.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE TYPE 37.5 | | | 0600 402001-011 CC1 1034.000 TN | 44.50000 46013.00| 44.50000 46013.00| 44.50000 46013.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE TYPE 9.5 | | | 0605 402001-012 CC2 987.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE TYPE 9.5 | | | 0640 604002-016 FF1 1599.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -9 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0535003 |(3) 55-0345840 |BIZZACK, INC. |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0645 604009-016 FF1 10.000 EA | | | 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0650 604037-016 FF2 1599.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0655 604038-016 FF2 10.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0660 604076-016 FF3 1599.000 LF | 27.70000 44292.30| 34.00000 54366.00| 34.00000 54366.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0665 604009-016 FF3 10.000 EA | 300.00000 3000.00| 250.00000 2500.00| 130.00000 1300.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0670 604002-020 GG1 1847.000 LF | | | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0675 604037-020 GG2 1847.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | V | | | 0680 604076-020 GG3 1847.000 LF | 34.00000 62798.00| 41.00000 75727.00| 42.00000 77574.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0685 604002-022 HH1 252.000 LF | | | 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0690 604037-022 HH2 252.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | V | | | 0695 604076-022 HH3 252.000 LF | 36.00000 9072.00| 43.00000 10836.00| 51.00000 12852.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0700 604002-024 JJ1 597.000 LF | | | 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0705 604037-024 JJ2 597.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0710 604076-024 JJ3 597.000 LF | 67.90000 40536.30| 86.00000 51342.00| 111.00000 66267.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -10 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0535003 |(3) 55-0345840 |BIZZACK, INC. |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0715 604002-028 KK1 120.000 LF | | | 48 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0720 604037-028 KK2 120.000 LF | | | 48 INCH REINFORCED CONCRETE PIPE, CLASS | | | V | | | 0725 604076-028 KK3 120.000 LF | 56.70000 6804.00| 74.60000 8952.00| 80.00000 9600.00 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0730 604002-030 LL1 170.000 LF | | | 54 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A5 | | | 0735 604037-030 LL2 170.000 LF | | | 54 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0740 604076-030 LL3 170.000 LF | 66.35000 11279.50| 94.00000 15980.00| 96.00000 16320.00 54 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A5 | | | 0745 604002-036 MM1 665.000 LF | | | 72 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, D5 | | | 0750 604076-036 MM2 665.000 LF | 247.20000 164388.00| 340.00000 226100.00| 383.00000 254695.00 72 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, D5 | | | 0755 604002-044 NN1 310.000 LF | | | 96 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, C5 | | | 0760 604076-044 NN2 310.000 LF | 356.00000 110360.00| 455.00000 141050.00| 459.00000 142290.00 96 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, C5 | | | 0761 604002-022 PP1 244.000 LF | | | 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0762 604076-022 PP2 244.000 LF | 34.80000 8491.20| 43.00000 10492.00| 51.00000 12444.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0763 604002-024 RR1 988.000 LF | | | 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0764 604076-024 RR2 988.000 LF | 41.10000 40606.80| 57.00000 56316.00| 61.00000 60268.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -11 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0535003 |(3) 55-0345840 |BIZZACK, INC. |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 12,016,373.83| $ 12,065,361.43| $ 12,468,372.36 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 SIGNING & PAVEMENT MARKINGS | | | 0765 657008-001 56.000 LF | 4.30000 240.80| 4.30000 240.80| 7.75000 434.00 2.00 LB CHANNEL POST | | | 0770 657010-001 14.000 LF | 5.60000 78.40| 5.60000 78.40| 7.00000 98.00 3.00 LB CHANNEL POST | | | 0775 661001-001 27.000 SF | 14.00000 378.00| 14.00000 378.00| 13.00000 351.00 0.080 IN FLAT SHEET SIGN | | | 0780 663001-004 7797.000 LF | 0.12000 935.64| 0.12000 935.64| 0.12000 935.64 EDGE LINE, TYPE II WHITE | | | 0785 663003-005 7797.000 LF | 0.12000 935.64| 0.12000 935.64| 0.12000 935.64 BARRIER LINE, TYPE II | | | SECTION TOTALS | $ 2,568.48| $ 2,568.48| $ 2,754.28 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 WATERLINE RELOCATION | | | 0790 639001-001 LUMP| 1000.00000 1000.00| 3400.00000 3400.00| 1.00000 1.00 CONSTRUCTION LAYOUT STAKE | | | 0795 670004-241 1272.000 LF | 32.74000 41645.28| 35.00000 44520.00| 35.00000 44520.00 10 INCH DUCTILE IRON PIPE, TYPE I, | | | CLASS 52 | | | 0805 670007-020 3005.000 LF | 14.32000 43031.60| 16.50000 49582.50| 16.00000 48080.00 6 INCH PLASTIC PIPE, CLASS C-900 CR14 | | | 0810 670009-200 1.000 EA | 480.00000 480.00| 495.00000 495.00| 480.00000 480.00 6 INCH GATE VALVE AND VALVE BOX | | | 0815 670009-240 1.000 EA | 950.00000 950.00| 980.00000 980.00| 950.00000 950.00 10 INCH GATE VALVE AND VALVE BOX | | | 0820 670010-260 321.000 LF | 46.10000 14798.10| 47.50000 15247.50| 46.10000 14798.10 12 INCH STEEL CASING PIPE, THICKNESS | | | 0.375" | | | 0825 670010-340 351.000 LF | 62.00000 21762.00| 64.00000 22464.00| 62.00000 21762.00 20 INCH STEEL CASING PIPE, THICKNESS | | | 0.375" | | | 0830 670013-200 1.000 EA | 1950.00000 1950.00| 2000.00000 2000.00| 1950.00000 1950.00 6 INCH FIRE HYDRANT | | | 0833 670016-001 10.000 EA | 225.00000 2250.00| 230.00000 2300.00| 225.00000 2250.00 RELOCATE METER | | | 0835 670017-001 10.000 EA | 225.00000 2250.00| 230.00000 2300.00| 225.00000 2250.00 METER BOX | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -12 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0535003 |(3) 55-0345840 |BIZZACK, INC. |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0845 670019-201 1.000 EA | 2100.00000 2100.00| 2150.00000 2150.00| 2100.00000 2100.00 6 INCH SPECIAL VALVE, TAP AND SLEEVE | | | WITH BOX | | | 0850 670019-241 2.000 EA | 3700.00000 7400.00| 3800.00000 7600.00| 3700.00000 7400.00 10 INCH SPECIAL VALVE, TAP AND SLEEVE | | | WITH VALVE BOX | | | 0855 670020-001 2.000 EA | 1200.00000 2400.00| 1200.00000 2400.00| 1200.00000 2400.00 SPECIAL STRUCTURE, 2 INCH FLUSH HYDRANT | | | ASSEMBLY | | | 0860 670021-040 436.000 LF | 9.00000 3924.00| 9.30000 4054.80| 9.00000 3924.00 3/4 INCH HOUSE CONNECTION | | | 0865 670021-060 204.000 LF | 10.00000 2040.00| 10.00000 2040.00| 10.00000 2040.00 1 INCH HOUSE CONNECTION | | | SECTION TOTALS | $ 147,980.98| $ 161,533.80| $ 154,905.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 COMPUTER SYSTEM | | | 0870 640004-001 LUMP| 3500.00000 3500.00| 5000.00000 5000.00| 9010.00000 9010.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 3,500.00| $ 5,000.00| $ 9,010.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 ON JOB TRAINING | | | 0875 699000-001 1000.000 HR | 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 ON JOB TRAINING | | | SECTION TOTALS | $ 800.00| $ 800.00| $ 800.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 ROADWAY | | | 0880 201001-000 1.000 LS | 74300.00000 74300.00| 75000.00000 75000.00| 302160.00000 302160.00 CLEARING AND GRUBBING | | | 0885 204001-000 LUMP| 95700.00000 95700.00| 25000.00000 25000.00| 250000.00000 250000.00 MOBILIZATION | | | 0890 207001-001 1035350.000 CY | 2.55000 2640142.50| 2.95000 3054282.50| 3.15000 3261352.50 UNCLASSIFIED EXCAVATION | | | 0895 207002-000 4827.000 CY | 17.65000 85196.55| 29.50000 142396.50| 29.00000 139983.00 SUBGRADE | | | 0900 207034-000 33033.000 SY | 0.92000 30390.36| 0.95000 31381.35| 1.00000 33033.00 FABRIC FOR SEPARATION | | | 0901 211002-000 9184.000 CY | 0.01000 91.84| 4.10000 37654.40| 1.25000 11480.00 ROCK BORROW EXCAVATION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -13 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0535003 |(3) 55-0345840 |BIZZACK, INC. |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0902 211008-000 500.000 TN | 5.00000 2500.00| 22.00000 11000.00| 31.00000 15500.00 ROCK BORROW EXCAVATION | | | 0903 219001-001 65.000 CY | 200.00000 13000.00| 205.00000 13325.00| 420.00000 27300.00 CONTROLLED LOW STRENGTH MATERIAL, TYPE C| | | 0905 307001-000 427.000 CY | 35.00000 14945.00| 39.00000 16653.00| 47.00000 20069.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0910 311006-001 3394.000 CY | 37.55000 127444.70| 37.55000 127444.70| 37.55000 127444.70 OPEN GRADED FREE DRAINING BASE COURSE | | | 0915 601002-001 113.000 CY | 1100.00000 124300.00| 1050.00000 118650.00| 1250.00000 141250.00 CLASS B CONCRETE | | | 0916 604037-016 523.000 LF | 36.50000 19089.50| 44.00000 23012.00| 57.00000 29811.00 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0917 675021-380 55.000 LF | 167.00000 9185.00| 400.00000 22000.00| 345.00000 18975.00 24 INCH STEEL CASING PIPE, THICKNESS | | | 0.375" | | | 0918 675021-620 40.000 LF | 405.00000 16200.00| 910.00000 36400.00| 625.00000 25000.00 48 INCH STEEL CASING PIPE, THICKNESS | | | 0.688 | | | 0919 612001-040 85.000 LF | 1247.47000 106034.95| 1300.00000 110500.00| 1300.00000 110500.00 84 INCH TUNNEL LINER PLATE PIPE, | | | 2-FLANGE DESIGN, D | | | 0920 605004-001 11.000 EA | 1900.00000 20900.00| 1420.00000 15620.00| 2000.00000 22000.00 TYPE B INLET | | | 0925 605009-001 2.000 EA | 1900.00000 3800.00| 1450.00000 2900.00| 2300.00000 4600.00 TYPE G INLET | | | 0926 606022-001 64.000 CY | 25.00000 1600.00| 26.00000 1664.00| 44.00000 2816.00 CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 0927 606025-004 520.000 LF | 7.00000 3640.00| 20.00000 10400.00| 12.00000 6240.00 6 INCH UNDERDRAIN PIPE | | | 0930 606029-001 885.000 LF | 7.10000 6283.50| 19.95000 17655.75| 9.50000 8407.50 FREE DRAINING BASE TRENCH | | | 0935 606030-001 1781.000 LF | 20.00000 35620.00| 23.00000 40963.00| 31.50000 56101.50 OUTLET PIPE | | | 0940 607001-001 3875.000 LF | 8.28000 32085.00| 8.55000 33131.25| 8.40000 32550.00 TYPE 1 GUARDRAIL, CLASS I | | | 0950 607006-001 2.000 EA | 725.00000 1450.00| 750.00000 1500.00| 850.00000 1700.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0955 607065-001 5.000 EA | 1060.00000 5300.00| 1095.00000 5475.00| 1175.00000 5875.00 FLARED END TERMINAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -14 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0535003 |(3) 55-0345840 |BIZZACK, INC. |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0960 607066-001 5.000 EA | 1375.00000 6875.00| 1420.00000 7100.00| 1520.00000 7600.00 TANGENT END TERMINAL | | | 0965 608002-001 2419.000 LF | 7.10000 17174.90| 8.00000 19352.00| 8.40000 20319.60 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0995 633003-001 1914.000 CY | 12.00000 22968.00| 16.00000 30624.00| 18.00000 34452.00 DUMPED ROCK GUTTER | | | 1000 636007-001 8000.000 LF | 0.45000 3600.00| 0.45000 3600.00| 0.45000 3600.00 ERADICATION OF PAVEMENT MARKING | | | 1005 636008-001 10000.000 LF | 0.15000 1500.00| 0.20000 2000.00| 0.15000 1500.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE (WHITE) | | | 1010 636008-001 10000.000 LF | 0.15000 1500.00| 0.20000 2000.00| 0.15000 1500.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE (YELLOW) | | | 1015 636009-001 2872.000 LF | 1.00000 2872.00| 1.00000 2872.00| 1.00000 2872.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE (WHITE) | | | 1016 636009-001 226.000 LF | 1.00000 226.00| 1.00000 226.00| 1.00000 226.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE (YELLOW) | | | 1020 636011-001 9250.000 UN | 0.80000 7400.00| 0.75000 6937.50| 0.85000 7862.50 TRAFFIC CONTROL DEVICE | | | 1025 636012-010 2.000 EA | 300.00000 600.00| 250.00000 500.00| 350.00000 700.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 1030 636013-001 200.000 EA | 2.50000 500.00| 2.50000 500.00| 3.50000 700.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 1035 636014-001 500.000 HR | 48.55000 24275.00| 49.50000 24750.00| 50.00000 25000.00 FLAGGER | | | 1040 636014-002 30.000 HR | 40.00000 1200.00| 31.00000 930.00| 50.00000 1500.00 TRAFFIC DIRECTOR | | | 1045 636017-001 6850.000 LF | 10.00000 68500.00| 15.20000 104120.00| 19.50000 133575.00 TEMPORARY CONCRETE BARRIER | | | 1050 636018-001 2840.000 LF | 3.00000 8520.00| 3.90000 11076.00| 4.00000 11360.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 1055 636022-001 880.000 DA | 30.00000 26400.00| 36.00000 31680.00| 35.00000 30800.00 CHANGAEBLE MESSAGE SIGN | | | 1060 636025-001 500.000 DA | 0.50000 250.00| 0.60000 300.00| 0.50000 250.00 WARNING LIGHTS, TYPE A | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -15 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0535003 |(3) 55-0345840 |BIZZACK, INC. |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1065 636025-001 1700.000 DA | 1.25000 2125.00| 1.00000 1700.00| 1.25000 2125.00 WARNING LIGHTS, TYPE B | | | 1070 636025-001 17160.000 DA | 0.40000 6864.00| 0.38000 6520.80| 0.40000 6864.00 WARNING LIGHTS, TYPE C | | | 1075 637001-001 2071.000 MG | 0.01000 20.71| 16.00000 33136.00| 9.50000 19674.50 WATER FOR DUST PALLIATIVE | | | 1080 638002-001 16.000 EA | 75.00000 1200.00| 115.00000 1840.00| 36.00000 576.00 RIGHT OF WAY MARKER | | | 1085 638003-001 11.000 EA | 200.00000 2200.00| 180.00000 1980.00| 125.00000 1375.00 SURVEY MARKER | | | 1090 639001-001 LUMP| 21900.00000 21900.00| 54500.00000 54500.00| 66000.00000 66000.00 CONSTRUCTION LAYOUT STAKE | | | 1105 642001-001 600.000 LF | 0.25000 150.00| 0.50000 300.00| 1.75000 1050.00 TEMPORARY BERM | | | 1110 642002-001 15.000 LF | 20.00000 300.00| 10.00000 150.00| 14.00000 210.00 SLOPE DRAIN | | | 1115 642004-001 1841.000 LB | 0.01000 18.41| 1.00000 1841.00| 1.00000 1841.00 SEED MIXTURE, TEMPORARY | | | 1120 642005-001 62.000 TN | 450.00000 27900.00| 410.00000 25420.00| 400.00000 24800.00 MULCH, STRAW OR HAY | | | 1125 642006-001 14.000 TN | 250.00000 3500.00| 465.00000 6510.00| 450.00000 6300.00 FERTILIZER | | | 1130 642007-001 8360.000 SY | 0.40000 3344.00| 1.40000 11704.00| 1.35000 11286.00 FIBER MATTING | | | 1135 642009-001 11730.000 LF | 0.25000 2932.50| 0.50000 5865.00| 0.55000 6451.50 CONTOUR DITCH | | | 1140 642010-001 47.000 TN | 10.00000 470.00| 10.00000 470.00| 10.00000 470.00 AGRICULTURAL LIMESTONE | | | 1145 642011-001 1305.000 EA | 6.00000 7830.00| 6.50000 8482.50| 0.01000 13.05 HAY OR STRAW BALE | | | 1150 642012-001 7465.000 LF | 2.00000 14930.00| 2.65000 19782.25| 3.50000 26127.50 SILT FENCE | | | 1155 642031-001 70.000 EA | 75.00000 5250.00| 115.00000 8050.00| 105.00000 7350.00 DITCH CHECK | | | 1160 642033-001 655.000 CY | 2.75000 1801.25| 5.15000 3373.25| 3.50000 2292.50 SEDIMENT TRAP | | | 1165 642036-001 329.000 CY | 2.75000 904.75| 4.25000 1398.25| 12.00000 3948.00 SEDIMENT REMOVAL | | | 1170 652001-001 28.000 TN | 10.00000 280.00| 20.00000 560.00| 20.00000 560.00 AGRICULTURAL LIMESTONE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -16 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0535003 |(3) 55-0345840 |BIZZACK, INC. |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1175 652002-001 14.000 TN | 350.00000 4900.00| 620.00000 8680.00| 600.00000 8400.00 FERTILIZER, 10-20-10 | | | 1180 652002-002 6.000 TN | 500.00000 3000.00| 595.00000 3570.00| 575.00000 3450.00 FERTILIZER, UREA FORMALDEHYDE | | | 1185 652003-001 289.000 LB | 0.50000 144.50| 5.00000 1445.00| 4.80000 1387.20 SEED MIXTURES, B, C-1, OR C-2 | | | 1190 652003-002 1614.000 LB | 8.30000 13396.20| 8.80000 14203.20| 8.50000 13719.00 SEED MIXTURE, D | | | 1195 652004-001 56.000 TN | 350.00000 19600.00| 235.00000 13160.00| 225.00000 12600.00 STRAW OR HAY MULCH | | | 1200 652004-002 22.000 TN | 880.00000 19360.00| 905.00000 19910.00| 875.00000 19250.00 WOOD CELLULOSE FIBER MULCH | | | 1205 655002-001 4126.000 SY | 4.00000 16504.00| 3.80000 15678.80| 3.70000 15266.20 PERMANENT EROSION MATTING, TYPE A | | | 1210 655002-001 1289.000 SY | 4.00000 5156.00| 3.80000 4898.20| 3.70000 4769.30 PERMANENT EROSION MATTING, TYPE B | | | 1215 664001-008 4.000 EA | 4000.00000 16000.00| 3920.00000 15680.00| 5500.00000 22000.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 1220 664001-009 2.000 EA | 975.00000 1950.00| 1030.00000 2060.00| 975.00000 1950.00 REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 1225 401001-011 BC1 4979.000 TN | 35.00000 174265.00| 35.00000 174265.00| 35.00000 174265.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 1230 401001-012 BC2 4753.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 1235 401001-011 BD1 15147.000 TN | 33.00000 499851.00| 33.00000 499851.00| 33.00000 499851.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 1240 401001-012 BD2 14459.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 1245 402001-011 BE1 2480.000 TN | 45.50000 112840.00| 45.50000 112840.00| 45.50000 112840.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 1250 402001-012 BE2 2367.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -17 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0535003 |(3) 55-0345840 |BIZZACK, INC. |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1255 604002-016 BF1 197.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1260 604037-016 BF2 197.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 1265 604076-016 BF3 197.000 LF | 27.10000 5338.70| 51.50000 10145.50| 36.00000 7092.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 1285 604002-022 BH1 300.000 LF | | | 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1290 604037-022 BH2 300.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | V | | | 1295 604076-022 BH3 300.000 LF | 34.90000 10470.00| 56.00000 16800.00| 53.00000 15900.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 1300 604002-028 BJ1 395.000 LF | | | 48 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1305 604037-028 BJ2 395.000 LF | | | 48 INCH REINFORCED CONCRETE PIPE, CLASS | | | V | | | 1310 604076-028 BJ3 395.000 LF | 105.65000 41731.75| 150.00000 59250.00| 147.00000 58065.00 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 1315 604002-032 BK1 440.000 LF | | | 60 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A5 | | | 1320 604037-032 BK2 440.000 LF | | | 60 INCH REINFORCED CONCRETE PIPE, CLASS | | | V | | | 1325 604076-032 BK3 440.000 LF | 211.50000 93060.00| 235.00000 103400.00| 330.00000 145200.00 60 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A5 | | | 1330 604002-034 BL1 155.000 LF | | | 66 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A5 | | | 1335 604037-034 BL2 155.000 LF | | | 66 INCH REINFORCED CONCRETE PIPE, CLASS | | | V | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -18 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0535003 |(3) 55-0345840 |BIZZACK, INC. |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1340 604076-034 BL3 155.000 LF | 271.65000 42105.75| 405.00000 62775.00| 368.00000 57040.00 66 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A5 | | | SECTION TOTALS | $ 4,847,153.32| $ 5,554,770.70| $ 6,300,324.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 LIGHTING | | | 1345 662002-001 LUMP| 10000.00000 10000.00| 9850.00000 9850.00| 9850.00000 9850.00 GALVANIZED STEEL CONDUIT (01A) | | | 1350 662002-001 LUMP| 9500.00000 9500.00| 9000.00000 9000.00| 9000.00000 9000.00 GALVANIZED STEEL CONDUIT (01B) | | | 1360 662006-001 6.000 EA | 1000.00000 6000.00| 950.00000 5700.00| 950.00000 5700.00 JUNCTION BOX, TYPE A (MODIFIED) | | | 1365 662006-001 2.000 EA | 1000.00000 2000.00| 1500.00000 3000.00| 1500.00000 3000.00 JUNCTION BOX, TYPE H, 18"X18" | | | 1370 662006-001 4.000 EA | 2000.00000 8000.00| 2100.00000 8400.00| 2100.00000 8400.00 JUNCTION BOX, TYPE H, 24"X24" | | | SECTION TOTALS | $ 35,500.00| $ 35,950.00| $ 35,950.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 SIGNING & PAVEMENT MARKINGS | | | 1456 657008-001 266.000 LF | 4.30000 1143.80| 4.40000 1170.40| 9.75000 2593.50 2.00 LB CHANNEL POST | | | 1460 657010-001 415.000 LF | 5.60000 2324.00| 5.75000 2386.25| 7.00000 2905.00 3.00 LB CHANNEL POST | | | 1490 661001-001 135.000 SF | 14.00000 1890.00| 14.40000 1944.00| 13.00000 1755.00 0.080 IN FLAT SHEET SIGN | | | 1495 661002-001 50.000 SF | 19.00000 950.00| 19.60000 980.00| 21.00000 1050.00 EXTRUDED PANEL SIGN | | | 1500 661004-001 38.000 EA | 3.25000 123.50| 3.30000 125.40| 33.75000 1282.50 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | WHITE | | | 1520 661013-001 35.000 EA | 31.00000 1085.00| 32.00000 1120.00| 33.75000 1181.25 PLASTIC DELINEATOR POST, WHITE | | | 1535 663001-004 7764.000 LF | 0.12000 931.68| 0.12000 931.68| 0.12000 931.68 EDGE LINE, TYPE II ,WHITE | | | 1545 663002-005 719.000 LF | 0.15000 107.85| 0.15000 107.85| 0.15000 107.85 LANE LINE OR CENTERLINE, TYPE II ,WHITE | | | 1550 663003-005 8654.000 LF | 0.12000 1038.48| 0.12000 1038.48| 0.12000 1038.48 BARRIER LINE, TYPE II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -19 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0535003 |(3) 55-0345840 |BIZZACK, INC. |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1555 663004-004 200.000 LF | 0.25000 50.00| 0.26000 52.00| 0.25000 50.00 CHANNELIZING LINE, TYPE II | | | SECTION TOTALS | $ 9,644.31| $ 9,856.06| $ 12,895.26 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 RETAINING WALL | | | 1585 211002-000 8225.000 CY | 0.01000 82.25| 4.35000 35778.75| 5.00000 41125.00 ROCK BORROW EXCAVATION | | | 1590 601003-001 260.000 CY | 420.00000 109200.00| 433.00000 112580.00| 476.50000 123890.00 CLASS K CONCRETE | | | 1595 602002-001 38965.000 LB | 0.83000 32340.95| 0.85000 33120.25| 0.85000 33120.25 EPOXY COATED REINFORCING STEEL BAR | | | 1596 617003-001 640.000 LF | 61.00000 39040.00| 63.00000 40320.00| 79.00000 50560.00 ALUMINUM RAILING | | | 1600 639001-001 LUMP| 4500.00000 4500.00| 4600.00000 4600.00| 5420.00000 5420.00 CONSTRUCTION LAYOUT STAKE | | | 1605 626002-001 BM1 13860.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 1610 626002-002 BM2 13860.000 SF | 40.00000 554400.00| 42.15000 584199.00| 42.50000 589050.00 MSE RETAINING WALL, REINFORCED EARTH | | | 1615 626002-003 BM3 13860.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 1620 626002-004 BM4 13860.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 1621 626002-005 BM5 13860.000 SF | | | MSE RETAINING WALL, ARES | | | SECTION TOTALS | $ 739,563.20| $ 810,598.00| $ 843,165.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 ON JOB TRAINING | | | 1685 699000-001 1000.000 HR | 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 ON JOB TRAINING | | | SECTION TOTALS | $ 800.00| $ 800.00| $ 800.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 STREAM MITIGATION | | | 1690 211002-000 3097.000 CY | 12.00000 37164.00| 27.75000 85941.75| 18.00000 55746.00 ROCK BORROW EXCAVATION | | | 1695 307001-000 199.000 CY | 40.00000 7960.00| 97.00000 19303.00| 32.00000 6368.00 AGGREGATE BASE COURSE, CLASS II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -20 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0535003 |(3) 55-0345840 |BIZZACK, INC. |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1700 656001-001 5940.000 EA | 1.90000 11286.00| 1.50000 8910.00| 1.50000 8910.00 SEEDLING ,RIPARIAN | | | SECTION TOTALS | $ 56,410.00| $ 114,154.75| $ 71,024.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 17,860,294.12| $ 18,761,393.22| $ 19,900,000.30 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -21 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0683174 |(6) 25-1021993 |ELMO GREER & SONS, LLC |HEETER CONSTRUCTION, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 327000.00000 327000.00| 340450.59000 340450.59| 988800.00000 988800.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 400.00000 400.00| 327.46000 327.46| 400.00000 400.00 BUILDING DEMOLITION NUMBER, 1/1 | | | 0015 202001-000 1.000 LS | 200.00000 200.00| 109.15000 109.15| 200.00000 200.00 BUILDING DEMOLITION NUMBER, 1/2 | | | 0020 202001-000 1.000 LS | 5000.00000 5000.00| 4366.11000 4366.11| 5000.00000 5000.00 BUILDING DEMOLITION NUMBER, 1/3 | | | 0025 202001-000 1.000 LS | 200.00000 200.00| 109.15000 109.15| 200.00000 200.00 BUILDING DEMOLITION NUMBER, 1/4 | | | 0030 202001-000 1.000 LS | 200.00000 200.00| 109.15000 109.15| 200.00000 200.00 BUILDING DEMOLITION NUMBER, 1/5 | | | 0035 202001-000 1.000 LS | 200.00000 200.00| 109.15000 109.15| 200.00000 200.00 BUILDING DEMOLITION NUMBER, 1/6 | | | 0040 202001-000 1.000 LS | 1800.00000 1800.00| 1637.29000 1637.29| 1800.00000 1800.00 BUILDING DEMOLITION NUMBER, 2/1 | | | 0045 202001-000 1.000 LS | 250.00000 250.00| 218.30000 218.30| 250.00000 250.00 BUILDING DEMOLITION NUMBER, 2/2 | | | 0050 202001-000 1.000 LS | 350.00000 350.00| 327.46000 327.46| 350.00000 350.00 BUILDING DEMOLITION NUMBER, 2/3 | | | 0055 202001-000 1.000 LS | 275.00000 275.00| 272.88000 272.88| 275.00000 275.00 BUILDING DEMOLITION NUMBER, 6/1 | | | 0060 202001-000 1.000 LS | 3200.00000 3200.00| 2728.82000 2728.82| 3200.00000 3200.00 BUILDING DEMOLITION NUMBER, 6/2 | | | 0065 202001-000 1.000 LS | 1500.00000 1500.00| 1309.83000 1309.83| 1500.00000 1500.00 BUILDING DEMOLITION NUMBER, 6/3 | | | 0070 202001-000 1.000 LS | 4000.00000 4000.00| 3274.58000 3274.58| 4000.00000 4000.00 BUILDING DEMOLITION NUMBER, 6/4 | | | 0072 202001-000 1.000 LS | 2700.00000 2700.00| 2183.06000 2183.06| 2700.00000 2700.00 BUILDING DEMOLITION NUMBER, 11/3 | | | 0073 202001-000 1.000 LS | 500.00000 500.00| 436.61000 436.61| 500.00000 500.00 BUILDING DEMOLITION NUMBER, 11/4 | | | 0075 202001-000 1.000 LS | 1850.00000 1850.00| 1746.45000 1746.45| 1850.00000 1850.00 BUILDING DEMOLITION NUMBER, 12/1 | | | 0080 202001-000 1.000 LS | 600.00000 600.00| 545.76000 545.76| 600.00000 600.00 BUILDING DEMOLITION NUMBER, 12/2 | | | 0085 202001-000 1.000 LS | 600.00000 600.00| 545.76000 545.76| 600.00000 600.00 BUILDING DEMOLITION NUMBER, 13/1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -22 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0683174 |(6) 25-1021993 |ELMO GREER & SONS, LLC |HEETER CONSTRUCTION, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 202001-000 1.000 LS | 200.00000 200.00| 109.15000 109.15| 200.00000 200.00 BUILDING DEMOLITION NUMBER, 13/2 | | | 0095 202001-000 1.000 LS | 2600.00000 2600.00| 2183.06000 2183.06| 2600.00000 2600.00 BUILDING DEMOLITION NUMBER, 14/1 | | | 0100 202001-000 1.000 LS | 200.00000 200.00| 109.15000 109.15| 200.00000 200.00 BUILDING DEMOLITION NUMBER, 14/2 | | | 0105 202001-000 1.000 LS | 200.00000 200.00| 109.15000 109.15| 200.00000 200.00 BUILDING DEMOLITION NUMBER, 16/1 | | | 0110 202001-000 1.000 LS | 300.00000 300.00| 272.88000 272.88| 300.00000 300.00 BUILDING DEMOLITION NUMBER, 16/2 | | | 0115 202001-000 1.000 LS | 150.00000 150.00| 109.15000 109.15| 150.00000 150.00 BUILDING DEMOLITION NUMBER, 16/3 | | | 0120 202001-000 1.000 LS | 150.00000 150.00| 109.15000 109.15| 150.00000 150.00 BUILDING DEMOLITION NUMBER, 19/1 | | | 0125 202001-000 1.000 LS | 400.00000 400.00| 327.46000 327.46| 400.00000 400.00 BUILDING DEMOLITION NUMBER, 19/2 | | | 0135 202001-000 1.000 LS | 7200.00000 7200.00| 6549.17000 6549.17| 7200.00000 7200.00 BUILDING DEMOLITION NUMBER, 23/1 | | | 0140 202001-000 1.000 LS | 2200.00000 2200.00| 1964.75000 1964.75| 2200.00000 2200.00 BUILDING DEMOLITION NUMBER, 24-1/1 | | | 0145 202001-000 1.000 LS | 4500.00000 4500.00| 3820.34000 3820.34| 4500.00000 4500.00 BUILDING DEMOLITION NUMBER, 24-2/1 | | | 0150 202001-000 1.000 LS | 2700.00000 2700.00| 2401.36000 2401.36| 2700.00000 2700.00 BUILDING DEMOLITION NUMBER, 24-2/2 | | | 0155 202001-000 1.000 LS | 150.00000 150.00| 109.15000 109.15| 150.00000 150.00 BUILDING DEMOLITION NUMBER, 24-2/3 | | | 0160 202001-000 1.000 LS | 400.00000 400.00| 327.46000 327.46| 400.00000 400.00 BUILDING DEMOLITION NUMBER, 24-2/5 | | | 0165 202001-000 1.000 LS | 650.00000 650.00| 545.76000 545.76| 650.00000 650.00 BUILDING DEMOLITION NUMBER, 24-2/6 | | | 0170 202001-000 1.000 LS | 150.00000 150.00| 109.15000 109.15| 150.00000 150.00 BUILDING DEMOLITION NUMBER, 24-2/7 | | | 0175 202001-000 1.000 LS | 150.00000 150.00| 109.15000 109.15| 150.00000 150.00 BUILDING DEMOLITION NUMBER, 24-2/8 | | | 0180 202001-000 1.000 LS | 700.00000 700.00| 545.76000 545.76| 700.00000 700.00 BUILDING DEMOLITION NUMBER, 24-2/9 | | | 0185 202001-000 1.000 LS | 3200.00000 3200.00| 2728.82000 2728.82| 3200.00000 3200.00 BUILDING DEMOLITION NUMBER, 26/1 | | | 0187 202001-000 1.000 LS | 400.00000 400.00| 327.46000 327.46| 400.00000 400.00 BUILDING DEMOLITION NUMBER, 26/3 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -23 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0683174 |(6) 25-1021993 |ELMO GREER & SONS, LLC |HEETER CONSTRUCTION, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0195 202001-000 1.000 LS | 150.00000 150.00| 109.15000 109.15| 150.00000 150.00 BUILDING DEMOLITION NUMBER, 29/1 | | | 0200 202001-000 1.000 LS | 250.00000 250.00| 218.30000 218.30| 250.00000 250.00 BUILDING DEMOLITION NUMBER, 29/4 | | | 0205 202001-000 1.000 LS | 3800.00000 3800.00| 3274.58000 3274.58| 3800.00000 3800.00 BUILDING DEMOLITION NUMBER, 29/5 | | | 0210 202001-000 1.000 LS | 250.00000 250.00| 218.30000 218.30| 250.00000 250.00 BUILDING DEMOLITION NUMBER, 29/6 | | | 0215 202001-000 1.000 LS | 575.00000 575.00| 436.61000 436.61| 575.00000 575.00 BUILDING DEMOLITION NUMBER, 29/7 | | | 0220 202001-000 1.000 LS | 4200.00000 4200.00| 3820.34000 3820.34| 4200.00000 4200.00 BUILDING DEMOLITION NUMBER, 34/1 | | | 0225 202001-000 1.000 LS | 1500.00000 1500.00| 1091.53000 1091.53| 1500.00000 1500.00 BUILDING DEMOLITION NUMBER, 41/1 | | | 0230 202001-000 1.000 LS | 1500.00000 1500.00| 1091.53000 1091.53| 1500.00000 1500.00 BUILDING DEMOLITION NUMBER, 46-1/1 | | | 0235 202001-000 1.000 LS | 3100.00000 3100.00| 2728.82000 2728.82| 3100.00000 3100.00 BUILDING DEMOLITION NUMBER, 49/1 | | | 0240 202001-000 1.000 LS | 300.00000 300.00| 218.30000 218.30| 300.00000 300.00 BUILDING DEMOLITION NUMBER, 49/3 | | | 0245 202001-000 1.000 LS | 300.00000 300.00| 218.30000 218.30| 300.00000 300.00 BUILDING DEMOLITION NUMBER, 51/1 | | | 0247 202002-000 LUMP| 1050.00000 1050.00| 873.22000 873.22| 1050.00000 1050.00 WATER WELL ABANDONMENT NUMBER, 11/2 | | | 0250 202002-000 LUMP| 1050.00000 1050.00| 873.22000 873.22| 1050.00000 1050.00 WATER WELL ABANDONMENT NUMBER, 29/3 | | | 0255 202002-000 LUMP| 1050.00000 1050.00| 873.22000 873.22| 1050.00000 1050.00 WATER WELL ABANDONMENT NUMBER, 29/8 | | | 0260 202003-000 LUMP| 850.00000 850.00| 218.30000 218.30| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 1/7 | | | 0265 202003-000 LUMP| 850.00000 850.00| 218.30000 218.30| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 2/4 | | | 0270 202003-000 LUMP| 850.00000 850.00| 218.30000 218.30| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 6/5 | | | 0275 202003-000 LUMP| 850.00000 850.00| 218.30000 218.30| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 11/1 | | | 0280 202003-000 LUMP| 850.00000 850.00| 218.30000 218.30| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 12/3 | | | 0285 202003-000 LUMP| 850.00000 850.00| 218.30000 218.30| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 12/4 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -24 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0683174 |(6) 25-1021993 |ELMO GREER & SONS, LLC |HEETER CONSTRUCTION, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 202003-000 LUMP| 850.00000 850.00| 218.30000 218.30| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 13/3 | | | 0295 202003-000 LUMP| 850.00000 850.00| 218.30000 218.30| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 14/3 | | | 0300 202003-000 LUMP| 850.00000 850.00| 218.30000 218.30| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 19/4 | | | 0305 202003-000 LUMP| 850.00000 850.00| 218.30000 218.30| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 24-2/4 | | | 0310 202003-000 LUMP| 850.00000 850.00| 218.30000 218.30| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 26/2 | | | 0312 202003-000 LUMP| 850.00000 850.00| 218.30000 218.30| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 26/4 | | | 0315 202003-000 LUMP| 850.00000 850.00| 218.30000 218.30| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 29/2 | | | 0320 202003-000 LUMP| 850.00000 850.00| 218.30000 218.30| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 34/2 | | | 0325 202003-000 LUMP| 850.00000 850.00| 218.30000 218.30| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 49/2 | | | 0330 202003-000 LUMP| 850.00000 850.00| 218.30000 218.30| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 50/1 | | | 0335 204001-000 LUMP| 289000.00000 289000.00| 105878.19000 105878.19| 600000.00000 600000.00 MOBILIZATION | | | 0340 207001-001 3990196.000 CY | 2.62000 10454313.52| 2.56000 10214901.76| 2.80000 11172548.80 UNCLASSIFIED EXCAVATION | | | 0345 207002-000 2903.000 CY | 25.00000 72575.00| 31.42000 91212.26| 38.00000 110314.00 SUBGRADE | | | 0350 207034-000 19865.000 SY | 1.00000 19865.00| 0.96000 19070.40| 1.00000 19865.00 FABRIC FOR SEPARATION | | | 0352 211008-000 500.000 TN | 20.00000 10000.00| 45.71000 22855.00| 28.00000 14000.00 ROCK BORROW EXCAVATION | | | 0354 307001-000 2156.000 CY | 35.00000 75460.00| 32.79000 70695.24| 38.00000 81928.00 AGGREGATE BASE COURSE, CLASS I | | | 0355 307001-000 204.000 CY | 38.00000 7752.00| 33.96000 6927.84| 50.00000 10200.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0360 311006-001 1042.000 CY | 37.55000 39127.10| 40.99000 42711.58| 50.00000 52100.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0365 601002-001 107.000 CY | 1250.00000 133750.00| 1373.14000 146925.98| 1100.00000 117700.00 CLASS B CONCRETE | | | 0370 605004-001 9.000 EA | 3500.00000 31500.00| 1647.65000 14828.85| 1600.00000 14400.00 TYPE B INLET | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -25 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0683174 |(6) 25-1021993 |ELMO GREER & SONS, LLC |HEETER CONSTRUCTION, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0375 605009-001 15.000 EA | 2500.00000 37500.00| 1376.41000 20646.15| 1800.00000 27000.00 TYPE G INLET | | | 0377 606022-001 320.000 CY | 35.00000 11200.00| 52.10000 16672.00| 34.00000 10880.00 CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 0378 606025-004 2600.000 LF | 20.00000 52000.00| 6.72000 17472.00| 9.00000 23400.00 6 INCH UNDERDRAIN PIPE | | | 0380 607001-001 5144.000 LF | 8.28000 42592.32| 9.04000 46501.76| 8.28000 42592.32 TYPE 1 GUARDRAIL, CLASS I | | | 0385 607065-001 8.000 EA | 1060.00000 8480.00| 1157.02000 9256.16| 1060.00000 8480.00 FLARED END TERMINAL | | | 0390 607066-001 13.000 EA | 1375.00000 17875.00| 1500.85000 19511.05| 1375.00000 17875.00 TANGENT END TERMINAL | | | 0395 608002-001 16846.000 LF | 7.80000 131398.80| 7.75000 130556.50| 7.10000 119606.60 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0400 633003-001 903.000 CY | 10.00000 9030.00| 51.17000 46206.51| 15.00000 13545.00 DUMPED ROCK GUTTER | | | 0405 636011-001 8545.000 UN | 0.85000 7263.25| 0.93000 7946.85| 0.78000 6665.10 TRAFFIC CONTROL DEVICE | | | 0410 636012-010 2.000 EA | 350.00000 700.00| 382.04000 764.08| 250.00000 500.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0415 636013-001 200.000 EA | 3.50000 700.00| 3.82000 764.00| 2.50000 500.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0420 636014-001 700.000 HR | 36.00000 25200.00| 41.02000 28714.00| 55.00000 38500.00 FLAGGER | | | 0425 636025-001 3100.000 DA | 1.25000 3875.00| 1.36000 4216.00| 1.00000 3100.00 WARNING LIGHTS, TYPE B | | | 0430 637001-001 7980.000 MG | 1.00000 7980.00| 18.37000 146592.60| 20.00000 159600.00 WATER FOR DUST PALLIATIVE | | | 0435 638002-001 94.000 EA | 75.00000 7050.00| 48.74000 4581.56| 50.00000 4700.00 RIGHT OF WAY MARKER | | | 0440 639001-001 LUMP| 186500.00000 186500.00| 196475.00000 196475.00| 80000.00000 80000.00 CONSTRUCTION LAYOUT STAKE | | | 0445 640002-001 18.000 MO | 1500.00000 27000.00| 1157.02000 20826.36| 3000.00000 54000.00 LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0450 640003-001 LUMP| 6500.00000 6500.00| 2314.04000 2314.04| 5000.00000 5000.00 BUILDING EQUIPMENT | | | 0455 642001-001 10801.000 LF | 0.50000 5400.50| 0.27000 2916.27| 0.45000 4860.45 TEMPORARY BERM | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -26 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0683174 |(6) 25-1021993 |ELMO GREER & SONS, LLC |HEETER CONSTRUCTION, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 642002-001 497.000 LF | 25.00000 12425.00| 13.38000 6649.86| 13.00000 6461.00 SLOPE DRAIN | | | 0465 642004-001 6074.000 LB | 1.00000 6074.00| 0.01000 60.74| 1.00000 6074.00 SEED MIXTURE, TEMPORARY | | | 0470 642005-001 203.000 TN | 400.00000 81200.00| 491.19000 99711.57| 400.00000 81200.00 MULCH, STRAW OR HAY | | | 0475 642006-001 44.000 TN | 450.00000 19800.00| 272.88000 12006.72| 450.00000 19800.00 FERTILIZER | | | 0480 642007-001 14006.000 SY | 1.35000 18908.10| 0.44000 6162.64| 1.35000 18908.10 FIBER MATTING | | | 0481 642008-001 616.000 LF | 20.00000 12320.00| 23.14000 14254.24| 20.00000 12320.00 TEMPORARY PIPE | | | 0485 642009-001 37840.000 LF | 0.50000 18920.00| 0.27000 10216.80| 0.25000 9460.00 CONTOUR DITCH | | | 0490 642010-001 153.000 TN | 10.00000 1530.00| 10.92000 1670.76| 10.00000 1530.00 AGRICULTURAL LIMESTONE | | | 0495 642011-001 4508.000 EA | 6.00000 27048.00| 7.77000 35027.16| 0.01000 45.08 HAY OR STRAW BALE | | | 0500 642012-001 22910.000 LF | 2.50000 57275.00| 1.74000 39863.40| 2.00000 45820.00 SILT FENCE | | | 0505 642031-001 255.000 EA | 500.00000 127500.00| 138.84000 35404.20| 40.00000 10200.00 DITCH CHECK | | | 0510 642033-001 1630.000 CY | 4.00000 6520.00| 5.69000 9274.70| 9.00000 14670.00 SEDIMENT TRAP | | | 0515 642034-001 12010.000 CY | 2.50000 30025.00| 6.75000 81067.50| 9.00000 108090.00 SEDIMENT DAM | | | 0520 642035-001 7.000 EA | 3000.00000 21000.00| 3079.58000 21557.06| 2700.00000 18900.00 RISER | | | 0525 642036-001 9186.000 CY | 2.50000 22965.00| 0.01000 91.86| 0.01000 91.86 SEDIMENT REMOVAL | | | 0530 642037-001 4730.000 CY | 3.50000 16555.00| 4.82000 22798.60| 9.00000 42570.00 SEDIMENT POND | | | 0533 642050-001 16.000 EA | 500.00000 8000.00| 510.42000 8166.72| 700.00000 11200.00 DEWATERING DEVICE | | | 0535 652001-001 98.000 TN | 20.00000 1960.00| 10.92000 1070.16| 20.00000 1960.00 AGRICULTURAL LIMESTONE | | | 0540 652002-001 49.000 TN | 600.00000 29400.00| 382.03000 18719.47| 600.00000 29400.00 FERTILIZER, 10-20-10 | | | 0545 652002-002 15.000 TN | 425.00000 6375.00| 54.58000 818.70| 425.00000 6375.00 FERTILIZER, UREA FORMALDEHYDE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -27 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0683174 |(6) 25-1021993 |ELMO GREER & SONS, LLC |HEETER CONSTRUCTION, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0550 652003-001 921.000 LB | 4.80000 4420.80| 0.55000 506.55| 4.80000 4420.80 SEED MIXTURES, B, C-1, OR C-2 | | | 0555 652003-002 5898.000 LB | 8.50000 50133.00| 9.06000 53435.88| 8.50000 50133.00 SEED MIXTURE, D | | | 0560 652004-001 195.000 TN | 225.00000 43875.00| 382.03000 74495.85| 225.00000 43875.00 STRAW OR HAY MULCH | | | 0565 652004-002 73.000 TN | 875.00000 63875.00| 960.54000 70119.42| 875.00000 63875.00 WOOD CELLULOSE FIBER MULCH | | | 0570 655002-001 14171.000 SY | 3.70000 52432.70| 4.37000 61927.27| 3.70000 52432.70 PERMANENT EROSION MATTING, TYPE A | | | 0575 655002-001 233.000 SY | 4.25000 990.25| 4.37000 1018.21| 4.25000 990.25 PERMANENT EROSION MATTING, TYPE B | | | 0577 681001-001 LUMP| 2500.00000 2500.00| 2728.82000 2728.82| 2500.00000 2500.00 ASBESTOS ABATEMENT, NUMBER 2/1 | | | 0578 681001-001 LUMP| 600.00000 600.00| 654.92000 654.92| 600.00000 600.00 ASBESTOS ABATEMENT, NUMBER 6/2 | | | 0579 681001-001 LUMP| 150.00000 150.00| 163.73000 163.73| 150.00000 150.00 ASBESTOS ABATEMENT, NUMBER 26/3 | | | 0580 401001-011 AA1 1494.000 TN | 34.00000 50796.00| 37.11000 55442.34| 34.50000 51543.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE TYPE 19 | | | 0585 401001-012 AA2 1426.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE TYPE 19 | | | 0590 401001-011 BB1 5854.000 TN | 32.00000 187328.00| 34.93000 204480.22| 34.00000 199036.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE TYPE 37.5 | | | 0595 401001-012 BB2 5588.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE TYPE 37.5 | | | 0600 402001-011 CC1 1034.000 TN | 44.50000 46013.00| 48.57000 50221.38| 44.00000 45496.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE TYPE 9.5 | | | 0605 402001-012 CC2 987.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE TYPE 9.5 | | | 0640 604002-016 FF1 1599.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -28 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0683174 |(6) 25-1021993 |ELMO GREER & SONS, LLC |HEETER CONSTRUCTION, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0645 604009-016 FF1 10.000 EA | | | 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0650 604037-016 FF2 1599.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0655 604038-016 FF2 10.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0660 604076-016 FF3 1599.000 LF | 28.00000 44772.00| 33.37000 53358.63| 40.00000 63960.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0665 604009-016 FF3 10.000 EA | 185.00000 1850.00| 543.97000 5439.70| 370.00000 3700.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0670 604002-020 GG1 1847.000 LF | | | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0675 604037-020 GG2 1847.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | V | | | 0680 604076-020 GG3 1847.000 LF | 37.00000 68339.00| 40.91000 75560.77| 43.00000 79421.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0685 604002-022 HH1 252.000 LF | | | 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0690 604037-022 HH2 252.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | V | | | 0695 604076-022 HH3 252.000 LF | 41.00000 10332.00| 44.02000 11093.04| 45.00000 11340.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0700 604002-024 JJ1 597.000 LF | | | 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0705 604037-024 JJ2 597.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0710 604076-024 JJ3 597.000 LF | 56.00000 33432.00| 69.77000 41652.69| 100.00000 59700.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -29 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0683174 |(6) 25-1021993 |ELMO GREER & SONS, LLC |HEETER CONSTRUCTION, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0715 604002-028 KK1 120.000 LF | | | 48 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0720 604037-028 KK2 120.000 LF | | | 48 INCH REINFORCED CONCRETE PIPE, CLASS | | | V | | | 0725 604076-028 KK3 120.000 LF | 70.00000 8400.00| 60.91000 7309.20| 120.00000 14400.00 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0730 604002-030 LL1 170.000 LF | | | 54 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A5 | | | 0735 604037-030 LL2 170.000 LF | | | 54 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0740 604076-030 LL3 170.000 LF | 81.00000 13770.00| 75.68000 12865.60| 90.00000 15300.00 54 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A5 | | | 0745 604002-036 MM1 665.000 LF | | | 72 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, D5 | | | 0750 604076-036 MM2 665.000 LF | 247.00000 164255.00| 220.85000 146865.25| 310.00000 206150.00 72 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, D5 | | | 0755 604002-044 NN1 310.000 LF | | | 96 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, C5 | | | 0760 604076-044 NN2 310.000 LF | 377.00000 116870.00| 311.29000 96499.90| 460.00000 142600.00 96 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, C5 | | | 0761 604002-022 PP1 244.000 LF | | | 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0762 604076-022 PP2 244.000 LF | 41.00000 10004.00| 45.35000 11065.40| 45.00000 10980.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0763 604002-024 RR1 988.000 LF | | | 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0764 604076-024 RR2 988.000 LF | 56.00000 55328.00| 54.29000 53638.52| 50.00000 49400.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -30 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0683174 |(6) 25-1021993 |ELMO GREER & SONS, LLC |HEETER CONSTRUCTION, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 13,687,953.34| $ 13,377,289.40| $ 15,502,838.06 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 SIGNING & PAVEMENT MARKINGS | | | 0765 657008-001 56.000 LF | 4.30000 240.80| 4.69000 262.64| 4.30000 240.80 2.00 LB CHANNEL POST | | | 0770 657010-001 14.000 LF | 5.60000 78.40| 6.11000 85.54| 5.60000 78.40 3.00 LB CHANNEL POST | | | 0775 661001-001 27.000 SF | 14.00000 378.00| 15.28000 412.56| 14.00000 378.00 0.080 IN FLAT SHEET SIGN | | | 0780 663001-004 7797.000 LF | 0.12000 935.64| 0.13000 1013.61| 0.12000 935.64 EDGE LINE, TYPE II WHITE | | | 0785 663003-005 7797.000 LF | 0.12000 935.64| 0.13000 1013.61| 0.12000 935.64 BARRIER LINE, TYPE II | | | SECTION TOTALS | $ 2,568.48| $ 2,787.96| $ 2,568.48 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 WATERLINE RELOCATION | | | 0790 639001-001 LUMP| 1800.00000 1800.00| 5457.64000 5457.64| 30000.00000 30000.00 CONSTRUCTION LAYOUT STAKE | | | 0795 670004-241 1272.000 LF | 38.00000 48336.00| 39.30000 49989.60| 36.00000 45792.00 10 INCH DUCTILE IRON PIPE, TYPE I, | | | CLASS 52 | | | 0805 670007-020 3005.000 LF | 18.00000 54090.00| 16.37000 49191.85| 15.00000 45075.00 6 INCH PLASTIC PIPE, CLASS C-900 CR14 | | | 0810 670009-200 1.000 EA | 575.00000 575.00| 982.38000 982.38| 900.00000 900.00 6 INCH GATE VALVE AND VALVE BOX | | | 0815 670009-240 1.000 EA | 1000.00000 1000.00| 1309.83000 1309.83| 1200.00000 1200.00 10 INCH GATE VALVE AND VALVE BOX | | | 0820 670010-260 321.000 LF | 36.00000 11556.00| 29.47000 9459.87| 27.00000 8667.00 12 INCH STEEL CASING PIPE, THICKNESS | | | 0.375" | | | 0825 670010-340 351.000 LF | 45.00000 15795.00| 33.84000 11877.84| 31.00000 10881.00 20 INCH STEEL CASING PIPE, THICKNESS | | | 0.375" | | | 0830 670013-200 1.000 EA | 2500.00000 2500.00| 2510.51000 2510.51| 2300.00000 2300.00 6 INCH FIRE HYDRANT | | | 0833 670016-001 10.000 EA | 875.00000 8750.00| 523.93000 5239.30| 400.00000 4000.00 RELOCATE METER | | | 0835 670017-001 10.000 EA | 220.00000 2200.00| 0.01000 0.10| 80.00000 800.00 METER BOX | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -31 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0683174 |(6) 25-1021993 |ELMO GREER & SONS, LLC |HEETER CONSTRUCTION, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0845 670019-201 1.000 EA | 1800.00000 1800.00| 1746.45000 1746.45| 1600.00000 1600.00 6 INCH SPECIAL VALVE, TAP AND SLEEVE | | | WITH BOX | | | 0850 670019-241 2.000 EA | 2800.00000 5600.00| 3110.86000 6221.72| 2850.00000 5700.00 10 INCH SPECIAL VALVE, TAP AND SLEEVE | | | WITH VALVE BOX | | | 0855 670020-001 2.000 EA | 720.00000 1440.00| 1091.53000 2183.06| 1000.00000 2000.00 SPECIAL STRUCTURE, 2 INCH FLUSH HYDRANT | | | ASSEMBLY | | | 0860 670021-040 436.000 LF | 5.00000 2180.00| 4.91000 2140.76| 4.50000 1962.00 3/4 INCH HOUSE CONNECTION | | | 0865 670021-060 204.000 LF | 11.00000 2244.00| 1.64000 334.56| 4.50000 918.00 1 INCH HOUSE CONNECTION | | | SECTION TOTALS | $ 159,866.00| $ 148,645.47| $ 161,795.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 COMPUTER SYSTEM | | | 0870 640004-001 LUMP| 5000.00000 5000.00| 3471.06000 3471.06| 4000.00000 4000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 5,000.00| $ 3,471.06| $ 4,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 ON JOB TRAINING | | | 0875 699000-001 1000.000 HR | 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 ON JOB TRAINING | | | SECTION TOTALS | $ 800.00| $ 800.00| $ 800.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 ROADWAY | | | 0880 201001-000 1.000 LS | 145000.00000 145000.00| 101361.65000 101361.65| 100000.00000 100000.00 CLEARING AND GRUBBING | | | 0885 204001-000 LUMP| 89000.00000 89000.00| 81864.59000 81864.59| 50000.00000 50000.00 MOBILIZATION | | | 0890 207001-001 1035350.000 CY | 2.62000 2712617.00| 3.58000 3706553.00| 4.25000 4400237.50 UNCLASSIFIED EXCAVATION | | | 0895 207002-000 4827.000 CY | 25.00000 120675.00| 31.42000 151664.34| 38.00000 183426.00 SUBGRADE | | | 0900 207034-000 33033.000 SY | 1.00000 33033.00| 0.91000 30060.03| 1.00000 33033.00 FABRIC FOR SEPARATION | | | 0901 211002-000 9184.000 CY | 3.00000 27552.00| 12.73000 116912.32| 21.00000 192864.00 ROCK BORROW EXCAVATION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -32 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0683174 |(6) 25-1021993 |ELMO GREER & SONS, LLC |HEETER CONSTRUCTION, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0902 211008-000 500.000 TN | 20.00000 10000.00| 45.70000 22850.00| 28.00000 14000.00 ROCK BORROW EXCAVATION | | | 0903 219001-001 65.000 CY | 100.00000 6500.00| 147.36000 9578.40| 110.00000 7150.00 CONTROLLED LOW STRENGTH MATERIAL, TYPE C| | | 0905 307001-000 427.000 CY | 38.00000 16226.00| 33.96000 14500.92| 55.56000 23724.12 AGGREGATE BASE COURSE, CLASS 10 | | | 0910 311006-001 3394.000 CY | 50.00000 169700.00| 40.99000 139120.06| 50.00000 169700.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0915 601002-001 113.000 CY | 1250.00000 141250.00| 1309.83000 148010.79| 1100.00000 124300.00 CLASS B CONCRETE | | | 0916 604037-016 523.000 LF | 34.00000 17782.00| 42.59000 22274.57| 60.00000 31380.00 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0917 675021-380 55.000 LF | 200.00000 11000.00| 264.84000 14566.20| 660.00000 36300.00 24 INCH STEEL CASING PIPE, THICKNESS | | | 0.375" | | | 0918 675021-620 40.000 LF | 500.00000 20000.00| 529.96000 21198.40| 1100.00000 44000.00 48 INCH STEEL CASING PIPE, THICKNESS | | | 0.688 | | | 0919 612001-040 85.000 LF | 1250.00000 106250.00| 1297.44000 110282.40| 1400.00000 119000.00 84 INCH TUNNEL LINER PLATE PIPE, | | | 2-FLANGE DESIGN, D | | | 0920 605004-001 11.000 EA | 2500.00000 27500.00| 1309.19000 14401.09| 1600.00000 17600.00 TYPE B INLET | | | 0925 605009-001 2.000 EA | 3500.00000 7000.00| 1541.98000 3083.96| 1800.00000 3600.00 TYPE G INLET | | | 0926 606022-001 64.000 CY | 35.00000 2240.00| 47.36000 3031.04| 30.00000 1920.00 CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 0927 606025-004 520.000 LF | 20.00000 10400.00| 6.69000 3478.80| 9.00000 4680.00 6 INCH UNDERDRAIN PIPE | | | 0930 606029-001 885.000 LF | 10.00000 8850.00| 13.67000 12097.95| 8.00000 7080.00 FREE DRAINING BASE TRENCH | | | 0935 606030-001 1781.000 LF | 20.00000 35620.00| 10.71000 19074.51| 10.00000 17810.00 OUTLET PIPE | | | 0940 607001-001 3875.000 LF | 8.28000 32085.00| 9.04000 35030.00| 8.28000 32085.00 TYPE 1 GUARDRAIL, CLASS I | | | 0950 607006-001 2.000 EA | 725.00000 1450.00| 791.36000 1582.72| 725.00000 1450.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0955 607065-001 5.000 EA | 1060.00000 5300.00| 1157.02000 5785.10| 1060.00000 5300.00 FLARED END TERMINAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -33 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0683174 |(6) 25-1021993 |ELMO GREER & SONS, LLC |HEETER CONSTRUCTION, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0960 607066-001 5.000 EA | 1375.00000 6875.00| 1500.85000 7504.25| 1375.00000 6875.00 TANGENT END TERMINAL | | | 0965 608002-001 2419.000 LF | 7.80000 18868.20| 7.75000 18747.25| 7.10000 17174.90 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0995 633003-001 1914.000 CY | 8.00000 15312.00| 42.25000 80866.50| 15.00000 28710.00 DUMPED ROCK GUTTER | | | 1000 636007-001 8000.000 LF | 1.00000 8000.00| 0.49000 3920.00| 0.43000 3440.00 ERADICATION OF PAVEMENT MARKING | | | 1005 636008-001 10000.000 LF | 0.45000 4500.00| 0.16000 1600.00| 0.15000 1500.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE (WHITE) | | | 1010 636008-001 10000.000 LF | 0.15000 1500.00| 0.16000 1600.00| 0.15000 1500.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE (YELLOW) | | | 1015 636009-001 2872.000 LF | 0.15000 430.80| 1.09000 3130.48| 0.97000 2785.84 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE (WHITE) | | | 1016 636009-001 226.000 LF | 1.00000 226.00| 1.09000 246.34| 0.97000 219.22 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE (YELLOW) | | | 1020 636011-001 9250.000 UN | 0.85000 7862.50| 0.93000 8602.50| 0.75000 6937.50 TRAFFIC CONTROL DEVICE | | | 1025 636012-010 2.000 EA | 350.00000 700.00| 382.04000 764.08| 250.00000 500.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 1030 636013-001 200.000 EA | 3.50000 700.00| 3.82000 764.00| 2.50000 500.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 1035 636014-001 500.000 HR | 36.00000 18000.00| 41.02000 20510.00| 55.00000 27500.00 FLAGGER | | | 1040 636014-002 30.000 HR | 36.00000 1080.00| 27.29000 818.70| 55.00000 1650.00 TRAFFIC DIRECTOR | | | 1045 636017-001 6850.000 LF | 18.00000 123300.00| 16.10000 110285.00| 17.00000 116450.00 TEMPORARY CONCRETE BARRIER | | | 1050 636018-001 2840.000 LF | 4.00000 11360.00| 4.09000 11615.60| 3.50000 9940.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 1055 636022-001 880.000 DA | 35.00000 30800.00| 38.20000 33616.00| 35.00000 30800.00 CHANGAEBLE MESSAGE SIGN | | | 1060 636025-001 500.000 DA | 0.50000 250.00| 0.55000 275.00| 0.60000 300.00 WARNING LIGHTS, TYPE A | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -34 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0683174 |(6) 25-1021993 |ELMO GREER & SONS, LLC |HEETER CONSTRUCTION, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1065 636025-001 1700.000 DA | 1.25000 2125.00| 1.36000 2312.00| 1.00000 1700.00 WARNING LIGHTS, TYPE B | | | 1070 636025-001 17160.000 DA | 0.40000 6864.00| 0.44000 7550.40| 0.38000 6520.80 WARNING LIGHTS, TYPE C | | | 1075 637001-001 2071.000 MG | 1.00000 2071.00| 18.37000 38044.27| 20.00000 41420.00 WATER FOR DUST PALLIATIVE | | | 1080 638002-001 16.000 EA | 100.00000 1600.00| 49.35000 789.60| 50.00000 800.00 RIGHT OF WAY MARKER | | | 1085 638003-001 11.000 EA | 125.00000 1375.00| 173.55000 1909.05| 250.00000 2750.00 SURVEY MARKER | | | 1090 639001-001 LUMP| 44000.00000 44000.00| 65491.66000 65491.66| 50000.00000 50000.00 CONSTRUCTION LAYOUT STAKE | | | 1105 642001-001 600.000 LF | 0.50000 300.00| 0.27000 162.00| 0.60000 360.00 TEMPORARY BERM | | | 1110 642002-001 15.000 LF | 25.00000 375.00| 13.06000 195.90| 13.00000 195.00 SLOPE DRAIN | | | 1115 642004-001 1841.000 LB | 1.00000 1841.00| 0.01000 18.41| 1.00000 1841.00 SEED MIXTURE, TEMPORARY | | | 1120 642005-001 62.000 TN | 400.00000 24800.00| 491.19000 30453.78| 400.00000 24800.00 MULCH, STRAW OR HAY | | | 1125 642006-001 14.000 TN | 450.00000 6300.00| 272.88000 3820.32| 450.00000 6300.00 FERTILIZER | | | 1130 642007-001 8360.000 SY | 1.35000 11286.00| 0.44000 3678.40| 1.35000 11286.00 FIBER MATTING | | | 1135 642009-001 11730.000 LF | 0.50000 5865.00| 0.27000 3167.10| 0.20000 2346.00 CONTOUR DITCH | | | 1140 642010-001 47.000 TN | 10.00000 470.00| 10.92000 513.24| 10.00000 470.00 AGRICULTURAL LIMESTONE | | | 1145 642011-001 1305.000 EA | 6.00000 7830.00| 8.01000 10453.05| 0.01000 13.05 HAY OR STRAW BALE | | | 1150 642012-001 7465.000 LF | 2.50000 18662.50| 1.74000 12989.10| 2.00000 14930.00 SILT FENCE | | | 1155 642031-001 70.000 EA | 500.00000 35000.00| 138.84000 9718.80| 50.00000 3500.00 DITCH CHECK | | | 1160 642033-001 655.000 CY | 4.00000 2620.00| 7.98000 5226.90| 9.00000 5895.00 SEDIMENT TRAP | | | 1165 642036-001 329.000 CY | 2.50000 822.50| 0.01000 3.29| 0.01000 3.29 SEDIMENT REMOVAL | | | 1170 652001-001 28.000 TN | 20.00000 560.00| 10.92000 305.76| 20.00000 560.00 AGRICULTURAL LIMESTONE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -35 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0683174 |(6) 25-1021993 |ELMO GREER & SONS, LLC |HEETER CONSTRUCTION, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1175 652002-001 14.000 TN | 600.00000 8400.00| 382.04000 5348.56| 600.00000 8400.00 FERTILIZER, 10-20-10 | | | 1180 652002-002 6.000 TN | 575.00000 3450.00| 545.76000 3274.56| 575.00000 3450.00 FERTILIZER, UREA FORMALDEHYDE | | | 1185 652003-001 289.000 LB | 4.80000 1387.20| 0.55000 158.95| 4.80000 1387.20 SEED MIXTURES, B, C-1, OR C-2 | | | 1190 652003-002 1614.000 LB | 8.50000 13719.00| 0.33000 532.62| 8.50000 13719.00 SEED MIXTURE, D | | | 1195 652004-001 56.000 TN | 225.00000 12600.00| 382.03000 21393.68| 225.00000 12600.00 STRAW OR HAY MULCH | | | 1200 652004-002 22.000 TN | 875.00000 19250.00| 960.54000 21131.88| 875.00000 19250.00 WOOD CELLULOSE FIBER MULCH | | | 1205 655002-001 4126.000 SY | 3.70000 15266.20| 4.37000 18030.62| 3.70000 15266.20 PERMANENT EROSION MATTING, TYPE A | | | 1210 655002-001 1289.000 SY | 3.70000 4769.30| 4.37000 5632.93| 3.70000 4769.30 PERMANENT EROSION MATTING, TYPE B | | | 1215 664001-008 4.000 EA | 5000.00000 20000.00| 9387.14000 37548.56| 3800.00000 15200.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 1220 664001-009 2.000 EA | 1200.00000 2400.00| 2292.21000 4584.42| 1000.00000 2000.00 REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 1225 401001-011 BC1 4979.000 TN | 35.00000 174265.00| 38.20000 190197.80| 31.00000 154349.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 1230 401001-012 BC2 4753.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 1235 401001-011 BD1 15147.000 TN | 33.00000 499851.00| 36.02000 545594.94| 37.50000 568012.50 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 1240 401001-012 BD2 14459.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 1245 402001-011 BE1 2480.000 TN | 45.50000 112840.00| 49.66000 123156.80| 43.00000 106640.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 1250 402001-012 BE2 2367.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -36 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0683174 |(6) 25-1021993 |ELMO GREER & SONS, LLC |HEETER CONSTRUCTION, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1255 604002-016 BF1 197.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1260 604037-016 BF2 197.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 1265 604076-016 BF3 197.000 LF | 28.00000 5516.00| 31.64000 6233.08| 48.00000 9456.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 1285 604002-022 BH1 300.000 LF | | | 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1290 604037-022 BH2 300.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | V | | | 1295 604076-022 BH3 300.000 LF | 45.00000 13500.00| 49.41000 14823.00| 85.00000 25500.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 1300 604002-028 BJ1 395.000 LF | | | 48 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1305 604037-028 BJ2 395.000 LF | | | 48 INCH REINFORCED CONCRETE PIPE, CLASS | | | V | | | 1310 604076-028 BJ3 395.000 LF | 104.00000 41080.00| 140.60000 55537.00| 115.00000 45425.00 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 1315 604002-032 BK1 440.000 LF | | | 60 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A5 | | | 1320 604037-032 BK2 440.000 LF | | | 60 INCH REINFORCED CONCRETE PIPE, CLASS | | | V | | | 1325 604076-032 BK3 440.000 LF | 167.00000 73480.00| 196.67000 86534.80| 300.00000 132000.00 60 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A5 | | | 1330 604002-034 BL1 155.000 LF | | | 66 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A5 | | | 1335 604037-034 BL2 155.000 LF | | | 66 INCH REINFORCED CONCRETE PIPE, CLASS | | | V | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -37 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0683174 |(6) 25-1021993 |ELMO GREER & SONS, LLC |HEETER CONSTRUCTION, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1340 604076-034 BL3 155.000 LF | 212.00000 32860.00| 335.06000 51934.30| 350.00000 54250.00 66 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A5 | | | SECTION TOTALS | $ 5,236,195.20| $ 6,481,680.07| $ 7,244,786.42 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 LIGHTING | | | 1345 662002-001 LUMP| 9850.00000 9850.00| 10751.55000 10751.55| 9850.00000 9850.00 GALVANIZED STEEL CONDUIT (01A) | | | 1350 662002-001 LUMP| 9000.00000 9000.00| 9823.75000 9823.75| 9000.00000 9000.00 GALVANIZED STEEL CONDUIT (01B) | | | 1360 662006-001 6.000 EA | 950.00000 5700.00| 1036.95000 6221.70| 950.00000 5700.00 JUNCTION BOX, TYPE A (MODIFIED) | | | 1365 662006-001 2.000 EA | 1500.00000 3000.00| 1637.29000 3274.58| 1500.00000 3000.00 JUNCTION BOX, TYPE H, 18"X18" | | | 1370 662006-001 4.000 EA | 2100.00000 8400.00| 2292.21000 9168.84| 2100.00000 8400.00 JUNCTION BOX, TYPE H, 24"X24" | | | SECTION TOTALS | $ 35,950.00| $ 39,240.42| $ 35,950.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 SIGNING & PAVEMENT MARKINGS | | | 1456 657008-001 266.000 LF | 4.30000 1143.80| 4.69000 1247.54| 4.30000 1143.80 2.00 LB CHANNEL POST | | | 1460 657010-001 415.000 LF | 5.60000 2324.00| 6.11000 2535.65| 5.60000 2324.00 3.00 LB CHANNEL POST | | | 1490 661001-001 135.000 SF | 14.00000 1890.00| 15.28000 2062.80| 14.00000 1890.00 0.080 IN FLAT SHEET SIGN | | | 1495 661002-001 50.000 SF | 19.00000 950.00| 20.74000 1037.00| 19.00000 950.00 EXTRUDED PANEL SIGN | | | 1500 661004-001 38.000 EA | 3.25000 123.50| 3.55000 134.90| 3.25000 123.50 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | WHITE | | | 1520 661013-001 35.000 EA | 31.00000 1085.00| 33.84000 1184.40| 31.00000 1085.00 PLASTIC DELINEATOR POST, WHITE | | | 1535 663001-004 7764.000 LF | 0.12000 931.68| 0.13000 1009.32| 0.12000 931.68 EDGE LINE, TYPE II ,WHITE | | | 1545 663002-005 719.000 LF | 0.15000 107.85| 0.16000 115.04| 0.15000 107.85 LANE LINE OR CENTERLINE, TYPE II ,WHITE | | | 1550 663003-005 8654.000 LF | 0.12000 1038.48| 0.13000 1125.02| 0.12000 1038.48 BARRIER LINE, TYPE II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -38 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0683174 |(6) 25-1021993 |ELMO GREER & SONS, LLC |HEETER CONSTRUCTION, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1555 663004-004 200.000 LF | 0.25000 50.00| 0.27000 54.00| 0.25000 50.00 CHANNELIZING LINE, TYPE II | | | SECTION TOTALS | $ 9,644.31| $ 10,505.67| $ 9,644.31 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 RETAINING WALL | | | 1585 211002-000 8225.000 CY | 25.00000 205625.00| 21.22000 174534.50| 21.00000 172725.00 ROCK BORROW EXCAVATION | | | 1590 601003-001 260.000 CY | 420.00000 109200.00| 573.05000 148993.00| 420.00000 109200.00 CLASS K CONCRETE | | | 1595 602002-001 38965.000 LB | 0.83000 32340.95| 0.76000 29613.40| 0.83000 32340.95 EPOXY COATED REINFORCING STEEL BAR | | | 1596 617003-001 640.000 LF | 61.00000 39040.00| 30.56000 19558.40| 61.00000 39040.00 ALUMINUM RAILING | | | 1600 639001-001 LUMP| 4500.00000 4500.00| 2183.06000 2183.06| 4500.00000 4500.00 CONSTRUCTION LAYOUT STAKE | | | 1605 626002-001 BM1 13860.000 SF | | 46.28000 641440.80| MSE RETAINING WALL, RETAINED EARTH | | | 1610 626002-002 BM2 13860.000 SF | 40.00000 554400.00| | 40.00000 554400.00 MSE RETAINING WALL, REINFORCED EARTH | | | 1615 626002-003 BM3 13860.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 1620 626002-004 BM4 13860.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 1621 626002-005 BM5 13860.000 SF | | | MSE RETAINING WALL, ARES | | | SECTION TOTALS | $ 945,105.95| $ 1,016,323.16| $ 912,205.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 ON JOB TRAINING | | | 1685 699000-001 1000.000 HR | 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 ON JOB TRAINING | | | SECTION TOTALS | $ 800.00| $ 800.00| $ 800.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 STREAM MITIGATION | | | 1690 211002-000 3097.000 CY | 10.00000 30970.00| 25.76000 79778.72| 27.00000 83619.00 ROCK BORROW EXCAVATION | | | 1695 307001-000 199.000 CY | 50.00000 9950.00| 53.05000 10556.95| 50.00000 9950.00 AGGREGATE BASE COURSE, CLASS II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -39 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0683174 |(6) 25-1021993 |ELMO GREER & SONS, LLC |HEETER CONSTRUCTION, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1700 656001-001 5940.000 EA | 1.40000 8316.00| 2.07000 12295.80| 1.40000 8316.00 SEEDLING ,RIPARIAN | | | SECTION TOTALS | $ 49,236.00| $ 102,631.47| $ 101,885.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 20,133,119.28| $ 21,184,174.68| $ 23,977,273.22 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -40 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(7) 55-0328627 | | |J. F. ALLEN COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 1655482.00000 1655482.00| | CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION NUMBER, 1/1 | | | 0015 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION NUMBER, 1/2 | | | 0020 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION NUMBER, 1/3 | | | 0025 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION NUMBER, 1/4 | | | 0030 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION NUMBER, 1/5 | | | 0035 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION NUMBER, 1/6 | | | 0040 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION NUMBER, 2/1 | | | 0045 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION NUMBER, 2/2 | | | 0050 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION NUMBER, 2/3 | | | 0055 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION NUMBER, 6/1 | | | 0060 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION NUMBER, 6/2 | | | 0065 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION NUMBER, 6/3 | | | 0070 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION NUMBER, 6/4 | | | 0072 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION NUMBER, 11/3 | | | 0073 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION NUMBER, 11/4 | | | 0075 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION NUMBER, 12/1 | | | 0080 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION NUMBER, 12/2 | | | 0085 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION NUMBER, 13/1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -41 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(7) 55-0328627 | | |J. F. ALLEN COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION NUMBER, 13/2 | | | 0095 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION NUMBER, 14/1 | | | 0100 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION NUMBER, 14/2 | | | 0105 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION NUMBER, 16/1 | | | 0110 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION NUMBER, 16/2 | | | 0115 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION NUMBER, 16/3 | | | 0120 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION NUMBER, 19/1 | | | 0125 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION NUMBER, 19/2 | | | 0135 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION NUMBER, 23/1 | | | 0140 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION NUMBER, 24-1/1 | | | 0145 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION NUMBER, 24-2/1 | | | 0150 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION NUMBER, 24-2/2 | | | 0155 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION NUMBER, 24-2/3 | | | 0160 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION NUMBER, 24-2/5 | | | 0165 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION NUMBER, 24-2/6 | | | 0170 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION NUMBER, 24-2/7 | | | 0175 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION NUMBER, 24-2/8 | | | 0180 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION NUMBER, 24-2/9 | | | 0185 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION NUMBER, 26/1 | | | 0187 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION NUMBER, 26/3 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -42 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(7) 55-0328627 | | |J. F. ALLEN COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0195 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION NUMBER, 29/1 | | | 0200 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION NUMBER, 29/4 | | | 0205 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION NUMBER, 29/5 | | | 0210 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION NUMBER, 29/6 | | | 0215 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION NUMBER, 29/7 | | | 0220 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION NUMBER, 34/1 | | | 0225 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION NUMBER, 41/1 | | | 0230 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION NUMBER, 46-1/1 | | | 0235 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION NUMBER, 49/1 | | | 0240 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION NUMBER, 49/3 | | | 0245 202001-000 1.000 LS | 1.00000 1.00| | BUILDING DEMOLITION NUMBER, 51/1 | | | 0247 202002-000 LUMP| 1.00000 1.00| | WATER WELL ABANDONMENT NUMBER, 11/2 | | | 0250 202002-000 LUMP| 1.00000 1.00| | WATER WELL ABANDONMENT NUMBER, 29/3 | | | 0255 202002-000 LUMP| 1.00000 1.00| | WATER WELL ABANDONMENT NUMBER, 29/8 | | | 0260 202003-000 LUMP| 1.00000 1.00| | SEPTIC TANK ABANDONMENT NUMBER, 1/7 | | | 0265 202003-000 LUMP| 1.00000 1.00| | SEPTIC TANK ABANDONMENT NUMBER, 2/4 | | | 0270 202003-000 LUMP| 1.00000 1.00| | SEPTIC TANK ABANDONMENT NUMBER, 6/5 | | | 0275 202003-000 LUMP| 1.00000 1.00| | SEPTIC TANK ABANDONMENT NUMBER, 11/1 | | | 0280 202003-000 LUMP| 1.00000 1.00| | SEPTIC TANK ABANDONMENT NUMBER, 12/3 | | | 0285 202003-000 LUMP| 1.00000 1.00| | SEPTIC TANK ABANDONMENT NUMBER, 12/4 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -43 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(7) 55-0328627 | | |J. F. ALLEN COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 202003-000 LUMP| 1.00000 1.00| | SEPTIC TANK ABANDONMENT NUMBER, 13/3 | | | 0295 202003-000 LUMP| 1.00000 1.00| | SEPTIC TANK ABANDONMENT NUMBER, 14/3 | | | 0300 202003-000 LUMP| 1.00000 1.00| | SEPTIC TANK ABANDONMENT NUMBER, 19/4 | | | 0305 202003-000 LUMP| 1.00000 1.00| | SEPTIC TANK ABANDONMENT NUMBER, 24-2/4 | | | 0310 202003-000 LUMP| 1.00000 1.00| | SEPTIC TANK ABANDONMENT NUMBER, 26/2 | | | 0312 202003-000 LUMP| 1.00000 1.00| | SEPTIC TANK ABANDONMENT NUMBER, 26/4 | | | 0315 202003-000 LUMP| 1.00000 1.00| | SEPTIC TANK ABANDONMENT NUMBER, 29/2 | | | 0320 202003-000 LUMP| 1.00000 1.00| | SEPTIC TANK ABANDONMENT NUMBER, 34/2 | | | 0325 202003-000 LUMP| 1.00000 1.00| | SEPTIC TANK ABANDONMENT NUMBER, 49/2 | | | 0330 202003-000 LUMP| 1.00000 1.00| | SEPTIC TANK ABANDONMENT NUMBER, 50/1 | | | 0335 204001-000 LUMP| 801802.00000 801802.00| | MOBILIZATION | | | 0340 207001-001 3990196.000 CY | 3.54000 14125293.84| | UNCLASSIFIED EXCAVATION | | | 0345 207002-000 2903.000 CY | 30.00000 87090.00| | SUBGRADE | | | 0350 207034-000 19865.000 SY | 1.00000 19865.00| | FABRIC FOR SEPARATION | | | 0352 211008-000 500.000 TN | 30.00000 15000.00| | ROCK BORROW EXCAVATION | | | 0354 307001-000 2156.000 CY | 30.00000 64680.00| | AGGREGATE BASE COURSE, CLASS I | | | 0355 307001-000 204.000 CY | 35.00000 7140.00| | AGGREGATE BASE COURSE, CLASS 10 | | | 0360 311006-001 1042.000 CY | 41.35000 43086.70| | OPEN GRADED FREE DRAINING BASE COURSE | | | 0365 601002-001 107.000 CY | 1375.00000 147125.00| | CLASS B CONCRETE | | | 0370 605004-001 9.000 EA | 2500.00000 22500.00| | TYPE B INLET | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -44 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(7) 55-0328627 | | |J. F. ALLEN COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0375 605009-001 15.000 EA | 2500.00000 37500.00| | TYPE G INLET | | | 0377 606022-001 320.000 CY | 50.00000 16000.00| | CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 0378 606025-004 2600.000 LF | 10.00000 26000.00| | 6 INCH UNDERDRAIN PIPE | | | 0380 607001-001 5144.000 LF | 9.25000 47582.00| | TYPE 1 GUARDRAIL, CLASS I | | | 0385 607065-001 8.000 EA | 1237.50000 9900.00| | FLARED END TERMINAL | | | 0390 607066-001 13.000 EA | 1677.50000 21807.50| | TANGENT END TERMINAL | | | 0395 608002-001 16846.000 LF | 9.35000 157510.10| | 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0400 633003-001 903.000 CY | 15.00000 13545.00| | DUMPED ROCK GUTTER | | | 0405 636011-001 8545.000 UN | 0.95000 8117.75| | TRAFFIC CONTROL DEVICE | | | 0410 636012-010 2.000 EA | 385.00000 770.00| | PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0415 636013-001 200.000 EA | 3.85000 770.00| | INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0420 636014-001 700.000 HR | 50.00000 35000.00| | FLAGGER | | | 0425 636025-001 3100.000 DA | 1.40000 4340.00| | WARNING LIGHTS, TYPE B | | | 0430 637001-001 7980.000 MG | 25.00000 199500.00| | WATER FOR DUST PALLIATIVE | | | 0435 638002-001 94.000 EA | 100.00000 9400.00| | RIGHT OF WAY MARKER | | | 0440 639001-001 LUMP| 303966.00000 303966.00| | CONSTRUCTION LAYOUT STAKE | | | 0445 640002-001 18.000 MO | 2500.00000 45000.00| | LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0450 640003-001 LUMP| 10000.00000 10000.00| | BUILDING EQUIPMENT | | | 0455 642001-001 10801.000 LF | 2.00000 21602.00| | TEMPORARY BERM | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -45 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(7) 55-0328627 | | |J. F. ALLEN COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 642002-001 497.000 LF | 20.00000 9940.00| | SLOPE DRAIN | | | 0465 642004-001 6074.000 LB | 0.05000 303.70| | SEED MIXTURE, TEMPORARY | | | 0470 642005-001 203.000 TN | 486.00000 98658.00| | MULCH, STRAW OR HAY | | | 0475 642006-001 44.000 TN | 270.00000 11880.00| | FERTILIZER | | | 0480 642007-001 14006.000 SY | 0.45000 6302.70| | FIBER MATTING | | | 0481 642008-001 616.000 LF | 50.00000 30800.00| | TEMPORARY PIPE | | | 0485 642009-001 37840.000 LF | 0.01000 378.40| | CONTOUR DITCH | | | 0490 642010-001 153.000 TN | 10.80000 1652.40| | AGRICULTURAL LIMESTONE | | | 0495 642011-001 4508.000 EA | 0.01000 45.08| | HAY OR STRAW BALE | | | 0500 642012-001 22910.000 LF | 0.01000 229.10| | SILT FENCE | | | 0505 642031-001 255.000 EA | 0.01000 2.55| | DITCH CHECK | | | 0510 642033-001 1630.000 CY | 15.00000 24450.00| | SEDIMENT TRAP | | | 0515 642034-001 12010.000 CY | 5.00000 60050.00| | SEDIMENT DAM | | | 0520 642035-001 7.000 EA | 5000.00000 35000.00| | RISER | | | 0525 642036-001 9186.000 CY | 0.01000 91.86| | SEDIMENT REMOVAL | | | 0530 642037-001 4730.000 CY | 7.50000 35475.00| | SEDIMENT POND | | | 0533 642050-001 16.000 EA | 500.00000 8000.00| | DEWATERING DEVICE | | | 0535 652001-001 98.000 TN | 10.80000 1058.40| | AGRICULTURAL LIMESTONE | | | 0540 652002-001 49.000 TN | 378.00000 18522.00| | FERTILIZER, 10-20-10 | | | 0545 652002-002 15.000 TN | 540.00000 8100.00| | FERTILIZER, UREA FORMALDEHYDE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -46 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(7) 55-0328627 | | |J. F. ALLEN COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0550 652003-001 921.000 LB | 0.55000 506.55| | SEED MIXTURES, B, C-1, OR C-2 | | | 0555 652003-002 5898.000 LB | 9.00000 53082.00| | SEED MIXTURE, D | | | 0560 652004-001 195.000 TN | 378.00000 73710.00| | STRAW OR HAY MULCH | | | 0565 652004-002 73.000 TN | 950.40000 69379.20| | WOOD CELLULOSE FIBER MULCH | | | 0570 655002-001 14171.000 SY | 4.35000 61643.85| | PERMANENT EROSION MATTING, TYPE A | | | 0575 655002-001 233.000 SY | 4.35000 1013.55| | PERMANENT EROSION MATTING, TYPE B | | | 0577 681001-001 LUMP| 1650.00000 1650.00| | ASBESTOS ABATEMENT, NUMBER 2/1 | | | 0578 681001-001 LUMP| 1980.00000 1980.00| | ASBESTOS ABATEMENT, NUMBER 6/2 | | | 0579 681001-001 LUMP| 2420.00000 2420.00| | ASBESTOS ABATEMENT, NUMBER 26/3 | | | 0580 401001-011 AA1 1494.000 TN | 37.40000 55875.60| | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE TYPE 19 | | | 0585 401001-012 AA2 1426.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE TYPE 19 | | | 0590 401001-011 BB1 5854.000 TN | 35.20000 206060.80| | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE TYPE 37.5 | | | 0595 401001-012 BB2 5588.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE TYPE 37.5 | | | 0600 402001-011 CC1 1034.000 TN | 48.95000 50614.30| | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE TYPE 9.5 | | | 0605 402001-012 CC2 987.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE TYPE 9.5 | | | 0640 604002-016 FF1 1599.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -47 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(7) 55-0328627 | | |J. F. ALLEN COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0645 604009-016 FF1 10.000 EA | | | 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0650 604037-016 FF2 1599.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0655 604038-016 FF2 10.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0660 604076-016 FF3 1599.000 LF | 38.95000 62281.05| | 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0665 604009-016 FF3 10.000 EA | 177.25000 1772.50| | 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0670 604002-020 GG1 1847.000 LF | | | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0675 604037-020 GG2 1847.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | V | | | 0680 604076-020 GG3 1847.000 LF | 40.90000 75542.30| | 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0685 604002-022 HH1 252.000 LF | | | 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0690 604037-022 HH2 252.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | V | | | 0695 604076-022 HH3 252.000 LF | 48.70000 12272.40| | 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0700 604002-024 JJ1 597.000 LF | | | 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0705 604037-024 JJ2 597.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0710 604076-024 JJ3 597.000 LF | 54.05000 32267.85| | 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -48 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(7) 55-0328627 | | |J. F. ALLEN COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0715 604002-028 KK1 120.000 LF | | | 48 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0720 604037-028 KK2 120.000 LF | | | 48 INCH REINFORCED CONCRETE PIPE, CLASS | | | V | | | 0725 604076-028 KK3 120.000 LF | 66.30000 7956.00| | 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0730 604002-030 LL1 170.000 LF | | | 54 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A5 | | | 0735 604037-030 LL2 170.000 LF | | | 54 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0740 604076-030 LL3 170.000 LF | 80.15000 13625.50| | 54 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A5 | | | 0745 604002-036 MM1 665.000 LF | | | 72 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, D5 | | | 0750 604076-036 MM2 665.000 LF | 248.05000 164953.25| | 72 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, D5 | | | 0755 604002-044 NN1 310.000 LF | | | 96 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, C5 | | | 0760 604076-044 NN2 310.000 LF | 336.60000 104346.00| | 96 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, C5 | | | 0761 604002-022 PP1 244.000 LF | | | 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0762 604076-022 PP2 244.000 LF | 48.70000 11882.80| | 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0763 604002-024 RR1 988.000 LF | | | 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0764 604076-024 RR2 988.000 LF | 54.05000 53401.40| | 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -49 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(7) 55-0328627 | | |J. F. ALLEN COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 19,426,618.98| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 SIGNING & PAVEMENT MARKINGS | | | 0765 657008-001 56.000 LF | 8.80000 492.80| | 2.00 LB CHANNEL POST | | | 0770 657010-001 14.000 LF | 11.00000 154.00| | 3.00 LB CHANNEL POST | | | 0775 661001-001 27.000 SF | 27.50000 742.50| | 0.080 IN FLAT SHEET SIGN | | | 0780 663001-004 7797.000 LF | 0.15000 1169.55| | EDGE LINE, TYPE II WHITE | | | 0785 663003-005 7797.000 LF | 0.15000 1169.55| | BARRIER LINE, TYPE II | | | SECTION TOTALS | $ 3,728.40| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 WATERLINE RELOCATION | | | 0790 639001-001 LUMP| 5200.00000 5200.00| | CONSTRUCTION LAYOUT STAKE | | | 0795 670004-241 1272.000 LF | 36.05000 45855.60| | 10 INCH DUCTILE IRON PIPE, TYPE I, | | | CLASS 52 | | | 0805 670007-020 3005.000 LF | 15.75000 47328.75| | 6 INCH PLASTIC PIPE, CLASS C-900 CR14 | | | 0810 670009-200 1.000 EA | 528.00000 528.00| | 6 INCH GATE VALVE AND VALVE BOX | | | 0815 670009-240 1.000 EA | 1045.00000 1045.00| | 10 INCH GATE VALVE AND VALVE BOX | | | 0820 670010-260 321.000 LF | 50.75000 16290.75| | 12 INCH STEEL CASING PIPE, THICKNESS | | | 0.375" | | | 0825 670010-340 351.000 LF | 68.20000 23938.20| | 20 INCH STEEL CASING PIPE, THICKNESS | | | 0.375" | | | 0830 670013-200 1.000 EA | 2145.00000 2145.00| | 6 INCH FIRE HYDRANT | | | 0833 670016-001 10.000 EA | 247.50000 2475.00| | RELOCATE METER | | | 0835 670017-001 10.000 EA | 247.50000 2475.00| | METER BOX | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -50 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(7) 55-0328627 | | |J. F. ALLEN COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0845 670019-201 1.000 EA | 2310.00000 2310.00| | 6 INCH SPECIAL VALVE, TAP AND SLEEVE | | | WITH BOX | | | 0850 670019-241 2.000 EA | 4070.00000 8140.00| | 10 INCH SPECIAL VALVE, TAP AND SLEEVE | | | WITH VALVE BOX | | | 0855 670020-001 2.000 EA | 1320.00000 2640.00| | SPECIAL STRUCTURE, 2 INCH FLUSH HYDRANT | | | ASSEMBLY | | | 0860 670021-040 436.000 LF | 9.90000 4316.40| | 3/4 INCH HOUSE CONNECTION | | | 0865 670021-060 204.000 LF | 11.00000 2244.00| | 1 INCH HOUSE CONNECTION | | | SECTION TOTALS | $ 166,931.70| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 COMPUTER SYSTEM | | | 0870 640004-001 LUMP| 5000.00000 5000.00| | COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 5,000.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 ON JOB TRAINING | | | 0875 699000-001 1000.000 HR | 0.80000 800.00| | ON JOB TRAINING | | | SECTION TOTALS | $ 800.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 ROADWAY | | | 0880 201001-000 1.000 LS | 1.00000 1.00| | CLEARING AND GRUBBING | | | 0885 204001-000 LUMP| 1.00000 1.00| | MOBILIZATION | | | 0890 207001-001 1035350.000 CY | 3.54000 3665139.00| | UNCLASSIFIED EXCAVATION | | | 0895 207002-000 4827.000 CY | 30.00000 144810.00| | SUBGRADE | | | 0900 207034-000 33033.000 SY | 1.00000 33033.00| | FABRIC FOR SEPARATION | | | 0901 211002-000 9184.000 CY | 0.01000 91.84| | ROCK BORROW EXCAVATION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -51 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(7) 55-0328627 | | |J. F. ALLEN COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0902 211008-000 500.000 TN | 30.00000 15000.00| | ROCK BORROW EXCAVATION | | | 0903 219001-001 65.000 CY | 500.00000 32500.00| | CONTROLLED LOW STRENGTH MATERIAL, TYPE C| | | 0905 307001-000 427.000 CY | 35.00000 14945.00| | AGGREGATE BASE COURSE, CLASS 10 | | | 0910 311006-001 3394.000 CY | 41.35000 140341.90| | OPEN GRADED FREE DRAINING BASE COURSE | | | 0915 601002-001 113.000 CY | 1210.00000 136730.00| | CLASS B CONCRETE | | | 0916 604037-016 523.000 LF | 48.25000 25234.75| | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0917 675021-380 55.000 LF | 266.90000 14679.50| | 24 INCH STEEL CASING PIPE, THICKNESS | | | 0.375" | | | 0918 675021-620 40.000 LF | 534.10000 21364.00| | 48 INCH STEEL CASING PIPE, THICKNESS | | | 0.688 | | | 0919 612001-040 85.000 LF | 1307.55000 111141.75| | 84 INCH TUNNEL LINER PLATE PIPE, | | | 2-FLANGE DESIGN, D | | | 0920 605004-001 11.000 EA | 2500.00000 27500.00| | TYPE B INLET | | | 0925 605009-001 2.000 EA | 2500.00000 5000.00| | TYPE G INLET | | | 0926 606022-001 64.000 CY | 50.00000 3200.00| | CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 0927 606025-004 520.000 LF | 10.00000 5200.00| | 6 INCH UNDERDRAIN PIPE | | | 0930 606029-001 885.000 LF | 12.50000 11062.50| | FREE DRAINING BASE TRENCH | | | 0935 606030-001 1781.000 LF | 20.00000 35620.00| | OUTLET PIPE | | | 0940 607001-001 3875.000 LF | 9.25000 35843.75| | TYPE 1 GUARDRAIL, CLASS I | | | 0950 607006-001 2.000 EA | 935.00000 1870.00| | THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0955 607065-001 5.000 EA | 1292.50000 6462.50| | FLARED END TERMINAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -52 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(7) 55-0328627 | | |J. F. ALLEN COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0960 607066-001 5.000 EA | 1672.00000 8360.00| | TANGENT END TERMINAL | | | 0965 608002-001 2419.000 LF | 12.40000 29995.60| | 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0995 633003-001 1914.000 CY | 15.00000 28710.00| | DUMPED ROCK GUTTER | | | 1000 636007-001 8000.000 LF | 0.50000 4000.00| | ERADICATION OF PAVEMENT MARKING | | | 1005 636008-001 10000.000 LF | 0.20000 2000.00| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE (WHITE) | | | 1010 636008-001 10000.000 LF | 0.20000 2000.00| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE (YELLOW) | | | 1015 636009-001 2872.000 LF | 1.10000 3159.20| | TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE (WHITE) | | | 1016 636009-001 226.000 LF | 1.10000 248.60| | TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE (YELLOW) | | | 1020 636011-001 9250.000 UN | 0.95000 8787.50| | TRAFFIC CONTROL DEVICE | | | 1025 636012-010 2.000 EA | 385.00000 770.00| | PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 1030 636013-001 200.000 EA | 3.85000 770.00| | INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 1035 636014-001 500.000 HR | 50.00000 25000.00| | FLAGGER | | | 1040 636014-002 30.000 HR | 100.00000 3000.00| | TRAFFIC DIRECTOR | | | 1045 636017-001 6850.000 LF | 25.00000 171250.00| | TEMPORARY CONCRETE BARRIER | | | 1050 636018-001 2840.000 LF | 10.00000 28400.00| | REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 1055 636022-001 880.000 DA | 38.50000 33880.00| | CHANGAEBLE MESSAGE SIGN | | | 1060 636025-001 500.000 DA | 0.55000 275.00| | WARNING LIGHTS, TYPE A | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -53 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(7) 55-0328627 | | |J. F. ALLEN COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1065 636025-001 1700.000 DA | 1.40000 2380.00| | WARNING LIGHTS, TYPE B | | | 1070 636025-001 17160.000 DA | 0.45000 7722.00| | WARNING LIGHTS, TYPE C | | | 1075 637001-001 2071.000 MG | 25.00000 51775.00| | WATER FOR DUST PALLIATIVE | | | 1080 638002-001 16.000 EA | 100.00000 1600.00| | RIGHT OF WAY MARKER | | | 1085 638003-001 11.000 EA | 200.00000 2200.00| | SURVEY MARKER | | | 1090 639001-001 LUMP| 1.00000 1.00| | CONSTRUCTION LAYOUT STAKE | | | 1105 642001-001 600.000 LF | 5.00000 3000.00| | TEMPORARY BERM | | | 1110 642002-001 15.000 LF | 100.00000 1500.00| | SLOPE DRAIN | | | 1115 642004-001 1841.000 LB | 0.05000 92.05| | SEED MIXTURE, TEMPORARY | | | 1120 642005-001 62.000 TN | 486.00000 30132.00| | MULCH, STRAW OR HAY | | | 1125 642006-001 14.000 TN | 270.00000 3780.00| | FERTILIZER | | | 1130 642007-001 8360.000 SY | 0.45000 3762.00| | FIBER MATTING | | | 1135 642009-001 11730.000 LF | 0.01000 117.30| | CONTOUR DITCH | | | 1140 642010-001 47.000 TN | 10.80000 507.60| | AGRICULTURAL LIMESTONE | | | 1145 642011-001 1305.000 EA | 0.01000 13.05| | HAY OR STRAW BALE | | | 1150 642012-001 7465.000 LF | 0.01000 74.65| | SILT FENCE | | | 1155 642031-001 70.000 EA | 0.01000 0.70| | DITCH CHECK | | | 1160 642033-001 655.000 CY | 20.00000 13100.00| | SEDIMENT TRAP | | | 1165 642036-001 329.000 CY | 10.00000 3290.00| | SEDIMENT REMOVAL | | | 1170 652001-001 28.000 TN | 10.80000 302.40| | AGRICULTURAL LIMESTONE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -54 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(7) 55-0328627 | | |J. F. ALLEN COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1175 652002-001 14.000 TN | 378.00000 5292.00| | FERTILIZER, 10-20-10 | | | 1180 652002-002 6.000 TN | 540.00000 3240.00| | FERTILIZER, UREA FORMALDEHYDE | | | 1185 652003-001 289.000 LB | 0.55000 158.95| | SEED MIXTURES, B, C-1, OR C-2 | | | 1190 652003-002 1614.000 LB | 9.00000 14526.00| | SEED MIXTURE, D | | | 1195 652004-001 56.000 TN | 378.00000 21168.00| | STRAW OR HAY MULCH | | | 1200 652004-002 22.000 TN | 950.40000 20908.80| | WOOD CELLULOSE FIBER MULCH | | | 1205 655002-001 4126.000 SY | 4.35000 17948.10| | PERMANENT EROSION MATTING, TYPE A | | | 1210 655002-001 1289.000 SY | 4.35000 5607.15| | PERMANENT EROSION MATTING, TYPE B | | | 1215 664001-008 4.000 EA | 5280.00000 21120.00| | IMPACT ATTENUATING DEVICE, TYPE IV | | | 1220 664001-009 2.000 EA | 1210.00000 2420.00| | REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 1225 401001-011 BC1 4979.000 TN | 38.50000 191691.50| | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 1230 401001-012 BC2 4753.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 1235 401001-011 BD1 15147.000 TN | 36.30000 549836.10| | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 1240 401001-012 BD2 14459.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 1245 402001-011 BE1 2480.000 TN | 50.05000 124124.00| | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 1250 402001-012 BE2 2367.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -55 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(7) 55-0328627 | | |J. F. ALLEN COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1255 604002-016 BF1 197.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1260 604037-016 BF2 197.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 1265 604076-016 BF3 197.000 LF | 38.95000 7673.15| | 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 1285 604002-022 BH1 300.000 LF | | | 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1290 604037-022 BH2 300.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | V | | | 1295 604076-022 BH3 300.000 LF | 54.05000 16215.00| | 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 1300 604002-028 BJ1 395.000 LF | | | 48 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1305 604037-028 BJ2 395.000 LF | | | 48 INCH REINFORCED CONCRETE PIPE, CLASS | | | V | | | 1310 604076-028 BJ3 395.000 LF | 66.30000 26188.50| | 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 1315 604002-032 BK1 440.000 LF | | | 60 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A5 | | | 1320 604037-032 BK2 440.000 LF | | | 60 INCH REINFORCED CONCRETE PIPE, CLASS | | | V | | | 1325 604076-032 BK3 440.000 LF | 165.80000 72952.00| | 60 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A5 | | | 1330 604002-034 BL1 155.000 LF | | | 66 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A5 | | | 1335 604037-034 BL2 155.000 LF | | | 66 INCH REINFORCED CONCRETE PIPE, CLASS | | | V | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -56 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(7) 55-0328627 | | |J. F. ALLEN COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1340 604076-034 BL3 155.000 LF | 193.85000 30046.75| | 66 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A5 | | | SECTION TOTALS | $ 6,093,843.14| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 LIGHTING | | | 1345 662002-001 LUMP| 10835.00000 10835.00| | GALVANIZED STEEL CONDUIT (01A) | | | 1350 662002-001 LUMP| 9900.00000 9900.00| | GALVANIZED STEEL CONDUIT (01B) | | | 1360 662006-001 6.000 EA | 1045.00000 6270.00| | JUNCTION BOX, TYPE A (MODIFIED) | | | 1365 662006-001 2.000 EA | 1650.00000 3300.00| | JUNCTION BOX, TYPE H, 18"X18" | | | 1370 662006-001 4.000 EA | 2310.00000 9240.00| | JUNCTION BOX, TYPE H, 24"X24" | | | SECTION TOTALS | $ 39,545.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 SIGNING & PAVEMENT MARKINGS | | | 1456 657008-001 266.000 LF | 8.80000 2340.80| | 2.00 LB CHANNEL POST | | | 1460 657010-001 415.000 LF | 11.00000 4565.00| | 3.00 LB CHANNEL POST | | | 1490 661001-001 135.000 SF | 27.50000 3712.50| | 0.080 IN FLAT SHEET SIGN | | | 1495 661002-001 50.000 SF | 31.90000 1595.00| | EXTRUDED PANEL SIGN | | | 1500 661004-001 38.000 EA | 2.20000 83.60| | DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | WHITE | | | 1520 661013-001 35.000 EA | 28.60000 1001.00| | PLASTIC DELINEATOR POST, WHITE | | | 1535 663001-004 7764.000 LF | 0.15000 1164.60| | EDGE LINE, TYPE II ,WHITE | | | 1545 663002-005 719.000 LF | 0.20000 143.80| | LANE LINE OR CENTERLINE, TYPE II ,WHITE | | | 1550 663003-005 8654.000 LF | 0.15000 1298.10| | BARRIER LINE, TYPE II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -57 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(7) 55-0328627 | | |J. F. ALLEN COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1555 663004-004 200.000 LF | 0.30000 60.00| | CHANNELIZING LINE, TYPE II | | | SECTION TOTALS | $ 15,964.40| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 RETAINING WALL | | | 1585 211002-000 8225.000 CY | 7.15000 58808.75| | ROCK BORROW EXCAVATION | | | 1590 601003-001 260.000 CY | 462.00000 120120.00| | CLASS K CONCRETE | | | 1595 602002-001 38965.000 LB | 0.95000 37016.75| | EPOXY COATED REINFORCING STEEL BAR | | | 1596 617003-001 640.000 LF | 67.10000 42944.00| | ALUMINUM RAILING | | | 1600 639001-001 LUMP| 4950.00000 4950.00| | CONSTRUCTION LAYOUT STAKE | | | 1605 626002-001 BM1 13860.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 1610 626002-002 BM2 13860.000 SF | 44.00000 609840.00| | MSE RETAINING WALL, REINFORCED EARTH | | | 1615 626002-003 BM3 13860.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 1620 626002-004 BM4 13860.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 1621 626002-005 BM5 13860.000 SF | | | MSE RETAINING WALL, ARES | | | SECTION TOTALS | $ 873,679.50| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 ON JOB TRAINING | | | 1685 699000-001 1000.000 HR | 0.80000 800.00| | ON JOB TRAINING | | | SECTION TOTALS | $ 800.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 STREAM MITIGATION | | | 1690 211002-000 3097.000 CY | 25.00000 77425.00| | ROCK BORROW EXCAVATION | | | 1695 307001-000 199.000 CY | 50.00000 9950.00| | AGGREGATE BASE COURSE, CLASS II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 012 -58 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0108143R2 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(7) 55-0328627 | | |J. F. ALLEN COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1700 656001-001 5940.000 EA | 2.10000 12474.00| | SEEDLING ,RIPARIAN | | | SECTION TOTALS | $ 99,849.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 26,726,760.12| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 013 -1 VENDOR RANKING CALL ORDER : 013 CONTRACT ID : 0301303 COUNTIES : KANAWHA LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : MACCORKLE AVENUE AT UNIVERSITY OF CHARLESTON PROJECT(S) : U320-0061/00-024.76 00 LOCATION: 0.16 MI N 26TH ST 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 54-0458233 DAVIS H. ELLIOT CONSTRUCTION COMPANY, INC. $ 101,665.00 100.0000% 2 55-0646159 WEST VIRGINIA SIGNAL AND LIGHT, INC. $ 101,721.50 100.0555% 3 55-0343932 BAYLISS & RAMEY, INC. $ 112,579.29 110.7355% 4 55-0715431 STEALTH, LTD. $ 145,097.20 142.7208% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 013 -2 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 0301303 COUNTIES : KANAWHA LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 54-0458233 |(2) 55-0646159 |(3) 55-0343932 |DAVIS H. ELLIOT CONSTRUCTION|WEST VIRGINIA SIGNAL & LIGHT|BAYLISS & RAMEY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL | | | 0005 204001-000 LUMP| 5000.00000 5000.00| 3225.00000 3225.00| 3581.88000 3581.88 MOBILIZATION | | | 0010 636011-001 4200.000 UN | 0.10000 420.00| 0.01000 42.00| 0.10000 420.00 TRAFFIC CONTROL DEVICE | | | 0015 636014-001 100.000 HR | 0.10000 10.00| 0.01000 1.00| 1.25000 125.00 FLAGGER | | | 0020 636021-001 8.000 DA | 25.00000 200.00| 10.00000 80.00| 12.50000 100.00 ELECTRIC ARROW | | | 0025 657006-001 59.000 LF | 27.00000 1593.00| 22.50000 1327.50| 38.00000 2242.00 S4X7.7, A-441 SUPPORT, GALVANIZED | | | 0030 657006-005 35.000 LF | 33.00000 1155.00| 30.00000 1050.00| 43.00000 1505.00 W6X12, A-441 SUPPORT, GALVANIZED | | | 0035 657008-001 26.000 LF | 7.00000 182.00| 7.50000 195.00| 12.00000 312.00 2.00 LB CHANNEL POST | | | 0040 657010-001 16.000 LF | 10.00000 160.00| 10.00000 160.00| 16.00000 256.00 3.00 LB CHANNEL POST | | | 0045 657017-001 2.600 CY | 900.00000 2340.00| 750.00000 1950.00| 2100.00000 5460.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0050 657018-001 2.000 EA | 50.00000 100.00| 50.00000 100.00| 25.00000 50.00 POST REMOVAL | | | 0055 660001-001 LUMP| 9500.00000 9500.00| 7500.00000 7500.00| 9151.50000 9151.50 SIGNAL CONTROLLER 01 | | | 0060 660002-005 6.000 EA | 500.00000 3000.00| 150.00000 900.00| 185.48000 1112.88 TRAFFIC DETECTOR, LPS-C | | | 0065 660003-006 21.000 EA | 325.00000 6825.00| 300.00000 6300.00| 295.29000 6201.09 SIGNAL SECTION, V-12 | | | 0070 660004-041 3.000 EA | 2500.00000 7500.00| 3000.00000 9000.00| 3185.97000 9557.91 SIGNAL SUPPORT, INSTALLATION ONLY, C1 | | | 0075 660005-010 4.000 EA | 800.00000 3200.00| 1000.00000 4000.00| 742.33000 2969.32 JUNCTION BOX, TYPE H | | | 0080 660007-001 LUMP| 20232.38000 20232.38| 25000.00000 25000.00| 15884.07000 15884.07 MISCELLANEOUS SIGNAL 01 | | | 0085 660007-001 LUMP| 8000.00000 8000.00| 5000.00000 5000.00| 7599.04000 7599.04 MISCELLANEOUS SIGNAL 02 | | | 0087 660007-001 LUMP| 1500.00000 1500.00| 3750.00000 3750.00| 2499.13000 2499.13 MISCELLANEOUS SIGNAL 03 | | | 0090 660010-001 1.000 EA | 2475.00000 2475.00| 1500.00000 1500.00| 2087.90000 2087.90 PRIORITY CONTROL SYSTEM DETECTOR ,D1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 013 -3 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 0301303 COUNTIES : KANAWHA LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 54-0458233 |(2) 55-0646159 |(3) 55-0343932 |DAVIS H. ELLIOT CONSTRUCTION|WEST VIRGINIA SIGNAL & LIGHT|BAYLISS & RAMEY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 661001-001 76.000 SF | 15.00000 1140.00| 15.00000 1140.00| 32.00000 2432.00 0.080 IN FLAT SHEET SIGN | | | 0100 661002-001 133.000 SF | 20.00000 2660.00| 20.00000 2660.00| 42.00000 5586.00 EXTRUDED PANEL SIGN | | | 0105 661007-001 2.000 UN | 25.00000 50.00| 20.00000 40.00| 32.00000 64.00 DELINEATOR, THREE PER UNIT, | | | 0110 661013-001 22.000 EA | 44.45000 977.90| 42.00000 924.00| 42.00000 924.00 PLASTIC DELINEATOR POST, | | | 0115 662002-001 LUMP| 2500.00000 2500.00| 5750.00000 5750.00| 7553.90000 7553.90 GALVANIZED STEEL CONDUIT | | | 0120 662006-001 4.000 EA | 1000.00000 4000.00| 1250.00000 5000.00| 1115.51000 4462.04 JUNCTION BOX, TYPE H 18X18 | | | 0125 662007-001 3.000 EA | 400.00000 1200.00| 350.00000 1050.00| 399.19000 1197.57 LUMINAIRE, 250W | | | 0130 662008-001 1.000 LS | 2500.00000 2500.00| 2500.00000 2500.00| 5588.31000 5588.31 CABLE, 01 | | | 0135 662010-001 2.000 EA | 3200.00000 6400.00| 2750.00000 5500.00| 3587.46000 7174.92 LIGHTING SUPPORT, TYPE I, 40-15 | | | 0140 662014-001 LUMP| 1000.00000 1000.00| 500.00000 500.00| 979.83000 979.83 INCIDENTAL ELECTRICAL WORK | | | 0145 663005-010 90.000 LF | 12.50000 1125.00| 12.50000 1125.00| 12.00000 1080.00 STOP LINE, TYPE V 24" | | | 0150 663010-010 6.000 EA | 161.11000 966.66| 150.00000 900.00| 145.00000 870.00 LANE ARROW, TYPE V | | | 0155 663012-025 138.000 EA | 21.11000 2913.18| 20.00000 2760.00| 20.00000 2760.00 RAISED PAVEMENT MARKER, TYPE C-6NR | | | 0160 663012-026 36.000 EA | 23.33000 839.88| 22.00000 792.00| 22.00000 792.00 RAISED PAVEMENT MARKER, TYPE C-6R | | | SECTION TOTALS | $ 101,665.00| $ 101,721.50| $ 112,579.29 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 101,665.00| $ 101,721.50| $ 112,579.29 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 013 -4 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 0301303 COUNTIES : KANAWHA LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 55-0715431 | | |STEALTH, LTD. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL | | | 0005 204001-000 LUMP| 5000.00000 5000.00| | MOBILIZATION | | | 0010 636011-001 4200.000 UN | 0.01000 42.00| | TRAFFIC CONTROL DEVICE | | | 0015 636014-001 100.000 HR | 48.00000 4800.00| | FLAGGER | | | 0020 636021-001 8.000 DA | 30.00000 240.00| | ELECTRIC ARROW | | | 0025 657006-001 59.000 LF | 39.60000 2336.40| | S4X7.7, A-441 SUPPORT, GALVANIZED | | | 0030 657006-005 35.000 LF | 45.00000 1575.00| | W6X12, A-441 SUPPORT, GALVANIZED | | | 0035 657008-001 26.000 LF | 11.00000 286.00| | 2.00 LB CHANNEL POST | | | 0040 657010-001 16.000 LF | 16.50000 264.00| | 3.00 LB CHANNEL POST | | | 0045 657017-001 2.600 CY | 2200.00000 5720.00| | CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0050 657018-001 2.000 EA | 27.00000 54.00| | POST REMOVAL | | | 0055 660001-001 LUMP| 11000.00000 11000.00| | SIGNAL CONTROLLER 01 | | | 0060 660002-005 6.000 EA | 185.00000 1110.00| | TRAFFIC DETECTOR, LPS-C | | | 0065 660003-006 21.000 EA | 290.00000 6090.00| | SIGNAL SECTION, V-12 | | | 0070 660004-041 3.000 EA | 6200.00000 18600.00| | SIGNAL SUPPORT, INSTALLATION ONLY, C1 | | | 0075 660005-010 4.000 EA | 860.00000 3440.00| | JUNCTION BOX, TYPE H | | | 0080 660007-001 LUMP| 22000.00000 22000.00| | MISCELLANEOUS SIGNAL 01 | | | 0085 660007-001 LUMP| 7820.00000 7820.00| | MISCELLANEOUS SIGNAL 02 | | | 0087 660007-001 LUMP| 3530.00000 3530.00| | MISCELLANEOUS SIGNAL 03 | | | 0090 660010-001 1.000 EA | 3000.00000 3000.00| | PRIORITY CONTROL SYSTEM DETECTOR ,D1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 013 -5 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 0301303 COUNTIES : KANAWHA LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 55-0715431 | | |STEALTH, LTD. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 661001-001 76.000 SF | 33.00000 2508.00| | 0.080 IN FLAT SHEET SIGN | | | 0100 661002-001 133.000 SF | 44.00000 5852.00| | EXTRUDED PANEL SIGN | | | 0105 661007-001 2.000 UN | 33.00000 66.00| | DELINEATOR, THREE PER UNIT, | | | 0110 661013-001 22.000 EA | 44.00000 968.00| | PLASTIC DELINEATOR POST, | | | 0115 662002-001 LUMP| 13275.00000 13275.00| | GALVANIZED STEEL CONDUIT | | | 0120 662006-001 4.000 EA | 1430.00000 5720.00| | JUNCTION BOX, TYPE H 18X18 | | | 0125 662007-001 3.000 EA | 400.00000 1200.00| | LUMINAIRE, 250W | | | 0130 662008-001 1.000 LS | 4000.00000 4000.00| | CABLE, 01 | | | 0135 662010-001 2.000 EA | 3400.00000 6800.00| | LIGHTING SUPPORT, TYPE I, 40-15 | | | 0140 662014-001 LUMP| 2000.00000 2000.00| | INCIDENTAL ELECTRICAL WORK | | | 0145 663005-010 90.000 LF | 12.38000 1114.20| | STOP LINE, TYPE V 24" | | | 0150 663010-010 6.000 EA | 159.50000 957.00| | LANE ARROW, TYPE V | | | 0155 663012-025 138.000 EA | 21.00000 2898.00| | RAISED PAVEMENT MARKER, TYPE C-6NR | | | 0160 663012-026 36.000 EA | 23.10000 831.60| | RAISED PAVEMENT MARKER, TYPE C-6R | | | SECTION TOTALS | $ 145,097.20| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 145,097.20| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 014 -1 VENDOR RANKING CALL ORDER : 014 CONTRACT ID : 0300801 COUNTIES : BRAXTON LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 07 CONTRACT DESCRIPTION : EXCHANGE ROAD PROJECT(S) : S304-0019/26-011.00 00 LOCATION: 0.99 MI S CO 8 TO 0.10 MI S CO 6 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0328627 J. F. ALLEN COMPANY $ 110,022.82 100.0000% 2 55-0663428 MEADOWS STONE & PAVING, INC. $ 114,055.80 103.6655% 3 55-0570769 WEST VIRGINIA PAVING, INC. $ 149,138.50 135.5523% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 014 -2 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 0300801 COUNTIES : BRAXTON LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 55-0328627 |(2) 55-0663428 |(3) 55-0570769 |J. F. ALLEN COMPANY |MEADOWS STONE & 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 204003-000 1.000 EA | 0.01000 0.01| 250.00000 250.00| 275.00000 275.00 MOBILIZATION, PER JOB ORDER (PERMANENT | | | MARKINGS) | | | 0010 204003-000 1.000 EA | 0.01000 0.01| 250.00000 250.00| 250.00000 250.00 MOBILIZATION, PER JOB ORDER (14-DAY | | | TEMP. PAVEMENT MARKINGS) | | | 0015 408002-001 600.000 GA | 0.01000 6.00| 0.01000 6.00| 1.00000 600.00 BITUMINOUS MATERIAL | | | 0020 636011-001 3580.000 UN | 0.01000 35.80| 0.01000 35.80| 0.01000 35.80 TRAFFIC CONTROL DEVICE | | | 0025 636014-001 120.000 HR | 0.01000 1.20| 41.00000 4920.00| 0.01000 1.20 FLAGGER | | | 0030 663002-004 7.060 MI | 425.00000 3000.50| 425.00000 3000.50| 550.00000 3883.00 LANE LINE OR CENTERLINE, TYPE II , | | | YELLOW | | | 0035 307005-001 AA1 1126.000 TN | 17.90000 20155.40| 19.00000 21394.00| 26.00000 29276.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0040 307005-002 AA2 1070.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0045 401001-001 BB1 2187.000 TN | 39.70000 86823.90| 38.50000 84199.50| 52.50000 114817.50 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0050 401001-002 BB2 2078.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | SECTION TOTALS | $ 110,022.82| $ 114,055.80| $ 149,138.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 110,022.82| $ 114,055.80| $ 149,138.50 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 015 -1 VENDOR RANKING CALL ORDER : 015 CONTRACT ID : 0301305 COUNTIES : BROOKE LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : GIRTYS POINT ROAD PROJECT(S) : S305-0002/02-002.18 00 LOCATION: BEG: 1.11 MI W CR 28 END: JCT CR 28/3 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 34-1308133 DAVID P. LASH JR. DBA LASH EXCAVATING & PAVING $ 93,859.27 100.0000% 2 55-0583614 CARL KELLY PAVING, INC. $ 102,820.00 109.5469% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 015 -2 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0301305 COUNTIES : BROOKE LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 34-1308133 |(2) 55-0583614 | |LASH EXCAVATING & PAVING |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 204001-000 LUMP| 1225.00000 1225.00| 800.00000 800.00| MOBILIZATION | | | 0010 204003-000 1.000 EA | 246.00000 246.00| 250.00000 250.00| MOBILIZATION, PER PERM PAINT | | | 0015 204003-000 1.000 EA | 246.00000 246.00| 250.00000 250.00| MOBILIZATION, PER TEMP PAINT | | | 0020 408002-001 483.000 GA | 3.20000 1545.60| 2.00000 966.00| BITUMINOUS MATERIAL | | | 0025 636011-001 3040.000 UN | 1.45000 4408.00| 0.85000 2584.00| TRAFFIC CONTROL DEVICE | | | 0030 636014-001 200.000 HR | 33.50000 6700.00| 37.50000 7500.00| FLAGGER | | | 0035 663002-004 3.540 MI | 505.00000 1787.70| 510.00000 1805.40| LANE LINE OR CENTERLINE, TYPE II PERM | | | YELLOW | | | 0040 663002-004 3.540 MI | 505.00000 1787.70| 540.00000 1911.60| LANE LINE OR CENTERLINE, TYPE II TEMP | | | YELLOW | | | 0045 307005-001 AA1 367.000 TN | | | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0050 307005-002 AA2 360.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0055 307005-003 AA3 385.000 TN | 17.31000 6664.35| 18.80000 7238.00| AGGREGATE BASE COURSE, STEEL SLAG, | | | CLASS 10 | | | 0060 401001-001 BB1 1353.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0065 401001-002 BB2 1292.000 TN | 35.96000 46460.32| 41.25000 53295.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0070 401001-003 BB3 1427.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STEEL SLAG, TYPE II | | | 0075 401002-001 CC1 597.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE III | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 015 -3 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0301305 COUNTIES : BROOKE LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 34-1308133 |(2) 55-0583614 | |LASH EXCAVATING & PAVING |CARL KELLY PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 401002-002 CC2 570.000 TN | 39.98000 22788.60| 46.00000 26220.00| MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE III | | | 0085 401002-003 CC3 630.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STEEL SLAG, TYPE III | | | SECTION TOTALS | $ 93,859.27| $ 102,820.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 93,859.27| $ 102,820.00| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 016 -1 VENDOR RANKING CALL ORDER : 016 CONTRACT ID : 0300639 COUNTIES : CABELL LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : CABELL COUNTY LINE TO HUNTINGTON ROAD PROJECT(S) : S306-0152/00-000.63 00 LOCATION: 0.63 MI N WAYNE CO LINE TO 0.03 MI N CO 52/1 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 61-0897043 MOUNTAIN ENTERPRISES, INC. DBA LENORE ASPHALT, INC $ 133,398.60 100.0000% 2 55-0570769 WEST VIRGINIA PAVING, INC. $ 165,002.20 123.6911% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 016 -2 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 0300639 COUNTIES : CABELL LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 61-0897043 |(2) 55-0570769 | |MOUNTAIN ENTERPRISES, INC. |WEST VIRGINIA PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0005 204003-000 1.000 EA | 500.00000 500.00| 1000.00000 1000.00| MOBILIZATION, PER PERMANENT PAVEMENT | | | MARKINGS | | | 0010 204003-000 1.000 EA | 500.00000 500.00| 1500.00000 1500.00| MOBILIZATION, PER 3-DAY, TEMPORARY PVMT | | | MARKINGS | | | 0015 408002-001 1150.000 GA | 1.25000 1437.50| 1.20000 1380.00| BITUMINOUS MATERIAL | | | 0020 415005-001 8200.000 SY | 1.75000 14350.00| 2.00000 16400.00| REMOVE EXISTING PAVEMENT SURFACE | | | 0025 636008-001 10560.000 LF | 0.14000 1478.40| 0.12000 1267.20| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0030 636011-001 880.000 UN | 1.50000 1320.00| 1.50000 1320.00| TRAFFIC CONTROL DEVICE | | | 0035 636014-001 100.000 HR | 45.00000 4500.00| 45.50000 4550.00| FLAGGER | | | 0040 663001-005 2.000 MI | 575.00000 1150.00| 560.00000 1120.00| EDGE LINE, TYPE II WHITE | | | 0045 663002-004 2.000 MI | 575.00000 1150.00| 560.00000 1120.00| LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0050 307005-001 AA1 270.000 TN | 23.59000 6369.30| 21.00000 5670.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0055 307005-002 AA2 246.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0060 401003-001 BB1 200.000 TN | | 57.00000 11400.00| MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0065 401003-002 BB2 182.000 TN | 48.62000 8848.84| | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0070 402001-001 CC1 2075.000 TN | | 57.00000 118275.00| MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0075 402001-002 CC2 1888.000 TN | 48.62000 91794.56| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 016 -3 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 0300639 COUNTIES : CABELL LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 61-0897043 |(2) 55-0570769 | |MOUNTAIN ENTERPRISES, INC. |WEST VIRGINIA PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 133,398.60| $ 165,002.20| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 133,398.60| $ 165,002.20| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 017 -1 VENDOR RANKING CALL ORDER : 017 CONTRACT ID : 0301401 COUNTIES : GREENBRIER LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 09 CONTRACT DESCRIPTION : SUNLIGHT ROAD PROJECT(S) : S313-0010/00-000.00 00 LOCATION: BEGIN: CR 17 END: 0.01 MI N CR 9/4 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 50,305.00 100.0000% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 017 -2 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0301401 COUNTIES : GREENBRIER LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 09 SET-ASIDE : PRE_BID CONFERENCE AD ==================================================================================================================================== |(1) 55-0570769 | | |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0005 408002-001 270.000 GA | 2.50000 675.00| | BITUMINOUS MATERIAL | | | 0010 636011-001 2500.000 UN | 0.50000 1250.00| | TRAFFIC CONTROL DEVICE | | | 0015 636014-001 20.000 HR | 59.00000 1180.00| | FLAGGER | | | 0020 401002-001 AA1 490.000 TN | 59.00000 28910.00| | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE I | | | 0025 401002-002 AA2 446.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE I | | | 0030 401007-001 BB1 310.000 TN | 59.00000 18290.00| | MARSHALL SCRATCH COURSE, STONE OR GRAVEL| | | 0035 401007-002 BB2 283.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | SECTION TOTALS | $ 50,305.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 50,305.00| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 018 -1 VENDOR RANKING CALL ORDER : 018 CONTRACT ID : 0300701 COUNTIES : HAMPSHIRE LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : SPRINGFIELD GRADE ROAD PROJECT(S) : S314-0003/00-008.16 00 LOCATION: CO 3/2 - CO 3/3 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 124,038.60 100.0000% 2 55-0364040 BEAN'S LIME AND STONE, INC. $ 137,577.98 110.9154% 3 58-1401472 APAC-VIRGINIA, INC. $ 141,121.00 113.7718% 52-1860597 BELT PAVING, INC. IRREGULAR 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 018 -2 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 0300701 COUNTIES : HAMPSHIRE LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0364040 |(3) 58-1401472 |WEST VIRGINIA PAVING, INC. |BEAN'S LIME AND STONE, INC. |APAC-VIRGINIA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0005 204003-000 1.000 EA | 250.00000 250.00| 222.22000 222.22| 216.00000 216.00 MOBILIZATION, PER PERMANENT | | | 0010 204003-000 1.000 EA | 500.00000 500.00| 250.00000 250.00| 243.00000 243.00 MOBILIZATION, PER 3 DAY TEMPORARY | | | 0015 408002-001 750.000 GA | 1.00000 750.00| 1.25000 937.50| 3.35000 2512.50 BITUMINOUS MATERIAL | | | 0020 636006-001 4.000 DA | 500.00000 2000.00| 460.00000 1840.00| 500.00000 2000.00 PILOT TRUCK AND DRIVER | | | 0025 636008-001 19500.000 LF | 0.11000 2145.00| 0.10000 1950.00| 0.10000 1950.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0030 636011-001 2860.000 UN | 0.01000 28.60| 1.64000 4690.40| 1.95000 5577.00 TRAFFIC CONTROL DEVICE | | | 0035 636014-001 80.000 HR | 42.00000 3360.00| 41.60000 3328.00| 45.00000 3600.00 FLAGGER | | | 0040 663002-004 3.700 MI | 525.00000 1942.50| 461.11000 1706.11| 450.00000 1665.00 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0045 307005-001 AA1 850.000 TN | 12.75000 10837.50| 18.95000 16107.50| 27.75000 23587.50 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0050 307005-002 AA2 808.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0055 401002-001 BB1 1525.000 TN | 43.50000 66337.50| 44.90000 68472.50| 42.35000 64583.75 MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE I | | | 0060 401002-002 BB2 1449.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE I | | | 0065 401007-001 CC1 825.000 TN | 43.50000 35887.50| 46.15000 38073.75| 42.65000 35186.25 MARSHALL SCRATCH COURSE, STONE OR | | | GRAVEL I | | | 0070 401007-002 CC2 784.000 TN | | | MARSHALL SCRATCH COURSE, SLAG I | | | SECTION TOTALS | $ 124,038.60| $ 137,577.98| $ 141,121.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 124,038.60| $ 137,577.98| $ 141,121.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 019 -1 VENDOR RANKING CALL ORDER : 019 CONTRACT ID : 0300614 COUNTIES : LINCOLN LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : HAZLETT FORK ROAD PROJECT(S) : S322-0005/09-002.11 00 LOCATION: 2.0 MI N WV 214 TO WV 214 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 79,086.60 100.0000% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 019 -2 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 0300614 COUNTIES : LINCOLN LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 02 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 204003-000 1.000 EA | 700.00000 700.00| | MOBILIZATION, PER PERMANENT PAVEMENT | | | MARKINGS | | | 0010 204003-000 1.000 EA | 700.00000 700.00| | MOBILIZATION, PER 3-DAY, TEMPORARY PVMT | | | MARKINGS | | | 0015 408002-001 690.000 GA | 1.00000 690.00| | BITUMINOUS MATERIAL | | | 0020 636008-001 10560.000 LF | 0.25000 2640.00| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0025 636011-001 880.000 UN | 0.95000 836.00| | TRAFFIC CONTROL DEVICE | | | 0030 636014-001 60.000 HR | 0.01000 0.60| | FLAGGER | | | 0035 663001-005 4.000 MI | 550.00000 2200.00| | EDGE LINE, TYPE II WHITE | | | 0040 663002-004 4.000 MI | 550.00000 2200.00| | LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0045 401002-001 AA1 1240.000 TN | 48.00000 59520.00| | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE 1 | | | 0050 401002-002 AA2 1128.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE 1 | | | 0055 401003-001 BB1 200.000 TN | 48.00000 9600.00| | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0060 401003-002 BB2 182.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | SECTION TOTALS | $ 79,086.60| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 79,086.60| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 020 -1 VENDOR RANKING CALL ORDER : 020 CONTRACT ID : 0221001 COUNTIES : MARION LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : WATSON BRIDGE TO FAIRMONT PROJECT(S) : S325-0250/00-006.31 00 LOCATION: BEGIN: WATSON BRIDGE END: FAIRMONT CORPORATION LINE 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0328627 J. F. ALLEN COMPANY $ 305,515.05 100.0000% 2 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 320,250.00 104.8229% 3 55-0592491 DODD GENERAL CONTRACTORS CORPORATION $ 333,417.98 109.1330% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 020 -2 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 0221001 COUNTIES : MARION LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0328627 |(2) 55-0481221 |(3) 55-0592491 |J. F. ALLEN COMPANY |MOUNTAINEER CONTRACTORS, INC|DODD GENERAL CONTRACTORS COR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0005 204001-000 LUMP| 2500.00000 2500.00| 3456.20000 3456.20| 4086.00000 4086.00 MOBILIZATION | | | 0010 204003-000 1.000 EA | 250.00000 250.00| 500.00000 500.00| 750.00000 750.00 MOBILIZATION, PER JOB ORDER (14 DAY | | | TEMPORARY) | | | 0015 204003-000 1.000 EA | 200.00000 200.00| 250.00000 250.00| 683.00000 683.00 MOBILIZATION, PER JOB ORDER (PERMANENT) | | | 0020 307005-001 AA1 85.000 TN | 27.75000 2358.75| 14.00000 1190.00| 29.37000 2496.45 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0027 307005-002 AA2 77.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0030 402001-001 BB1 4500.000 TN | 41.40000 186300.00| 45.00000 202500.00| 50.20000 225900.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0035 402001-002 BB2 4050.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | 0040 408002-001 1950.000 GA | 0.01000 19.50| 0.50000 975.00| 0.90000 1755.00 BITUMINOUS MATERIAL | | | 0045 415005-001 19785.000 SY | 2.20000 43527.00| 2.00000 39570.00| 2.75000 54408.75 REMOVE EXISTING PAVEMENT SURFACE | | | 0050 636006-001 3.000 DA | 500.00000 1500.00| 400.00000 1200.00| 454.00000 1362.00 PILOT TRUCK AND DRIVER | | | 0055 636011-001 9900.000 UN | 0.95000 9405.00| 0.85000 8415.00| 0.01000 99.00 TRAFFIC CONTROL DEVICE | | | 0060 636014-001 600.000 HR | 40.00000 24000.00| 38.00000 22800.00| 0.01000 6.00 FLAGGER | | | 0065 636026-001 LUMP| 1.00000 1.00| 2500.00000 2500.00| 7823.00000 7823.00 TEMPORARY LIGHTING | | | 0070 663001-004 12934.000 LF | 0.10000 1293.40| 0.10000 1293.40| 0.08000 1034.72 EDGE LINE, TYPE II (PERMANENT) | | | 0075 663001-004 12934.000 LF | 0.10000 1293.40| 0.10000 1293.40| 0.09000 1164.06 EDGE LINE, TYPE II (TEMPORARY) | | | 0080 663002-004 33900.000 MI | 0.10000 3390.00| 0.10000 3390.00| 0.08000 2712.00 LANE LINE OR CENTERLINE, TYPE II | | | (PERMANENT) | | | 0085 663002-004 33900.000 MI | 0.10000 3390.00| 0.10000 3390.00| 0.09000 3051.00 LANE LINE OR CENTERLINE, TYPE II | | | (TEMPORARY) | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 020 -3 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 0221001 COUNTIES : MARION LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0328627 |(2) 55-0481221 |(3) 55-0592491 |J. F. ALLEN COMPANY |MOUNTAINEER CONTRACTORS, INC|DODD GENERAL CONTRACTORS COR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 663004-004 2500.000 LF | 0.15000 375.00| 0.25000 625.00| 0.15000 375.00 CHANNELIZING LINE, TYPE II | | | 0095 663005-010 600.000 LF | 10.50000 6300.00| 11.00000 6600.00| 10.50000 6300.00 STOP LINE, TYPE V | | | 0100 663006-010 2600.000 LF | 4.00000 10400.00| 4.25000 11050.00| 4.00000 10400.00 CROSSWALK LINE, TYPE V | | | 0105 663007-010 200.000 LF | 5.20000 1040.00| 5.25000 1050.00| 5.20000 1040.00 STRIPE, TYPE V (12") | | | 0110 663010-010 46.000 EA | 142.00000 6532.00| 147.00000 6762.00| 142.00000 6532.00 LANE ARROW, TYPE V | | | 0115 663011-010 32.000 EA | 45.00000 1440.00| 45.00000 1440.00| 45.00000 1440.00 LANE LETTER, TYPE V | | | SECTION TOTALS | $ 305,515.05| $ 320,250.00| $ 333,417.98 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 305,515.05| $ 320,250.00| $ 333,417.98 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 021 -1 VENDOR RANKING CALL ORDER : 021 CONTRACT ID : 0301702 COUNTIES : MASON LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : TABNER MOORE ROAD PROJECT(S) : S327-0054/00-002.98 00 LOCATION: CR 72 - CR 29 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 218,582.08 100.0000% 2 55-0583614 CARL KELLY PAVING, INC. $ 245,114.34 112.1383% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 021 -2 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 0301702 COUNTIES : MASON LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 01 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 204003-000 1.000 EA | 1.00000 1.00| 1.06000 1.06| MOBILIZATION, PER PERM | | | 0010 204003-000 1.000 EA | 1.00000 1.00| 1.06000 1.06| MOBILIZATION, PER 14 DAY TEMP | | | 0015 408002-001 1656.000 GA | 0.50000 828.00| 1.36000 2252.16| BITUMINOUS MATERIAL | | | 0020 636011-001 10360.000 UN | 0.01000 103.60| 0.01000 103.60| TRAFFIC CONTROL DEVICE | | | 0025 636014-001 288.000 HR | 0.01000 2.88| 0.01000 2.88| FLAGGER | | | 0030 636025-001 160.000 DA | 0.01000 1.60| 1.50000 240.00| WARNING LIGHTS, TYPE B | | | 0035 663002-004 17.840 MI | 435.00000 7760.40| 450.47000 8036.38| LANE LINE OR CENTERLINE, TYPE II TYPE | | | II YELLOW | | | 0040 307005-001 AA1 1466.000 TN | 9.00000 13194.00| 27.95000 40974.70| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0045 307005-002 AA2 1320.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0050 401001-001 BB1 4553.000 TN | 43.20000 196689.60| 42.50000 193502.50| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE TYPE 2 | | | 0055 401001-002 BB2 4098.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE TYPE 2 | | | SECTION TOTALS | $ 218,582.08| $ 245,114.34| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 218,582.08| $ 245,114.34| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 022 -1 VENDOR RANKING CALL ORDER : 022 CONTRACT ID : 0301701 COUNTIES : PUTNAM LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : MANILA CREEK ROAD PROJECT(S) : S340-0005/00-002.62 00 LOCATION: MP 2.62 CR 28 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 104,746.43 100.0000% 2 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 121,511.43 116.0053% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 022 -2 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 0301701 COUNTIES : PUTNAM LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0481221 | |WEST VIRGINIA PAVING, INC. |MOUNTAINEER CONTRACTORS, INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0005 204003-000 1.000 EA | 1.50000 1.50| 500.00000 500.00| MOBILIZATION, PER 14 DAY TEMP | | | 0010 204003-000 1.000 EA | 1.50000 1.50| 500.00000 500.00| MOBILIZATION, PER PERM | | | 0015 408002-001 597.000 GA | 0.55000 328.35| 0.50000 298.50| BITUMINOUS MATERIAL | | | 0020 636011-001 6870.000 UN | 0.01000 68.70| 0.75000 5152.50| TRAFFIC CONTROL DEVICE | | | 0025 636014-001 168.000 HR | 0.01000 1.68| 0.01000 1.68| FLAGGER | | | 0030 636025-001 50.000 DA | 0.01000 0.50| 1.25000 62.50| WARNING LIGHTS, TYPE B | | | 0035 663002-004 8.480 MI | 434.77000 3686.85| 525.00000 4452.00| LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0040 307005-001 AA1 1058.000 TN | 10.00000 10580.00| 15.00000 15870.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0045 307005-002 AA2 95200.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0050 401001-001 BB1 2189.000 TN | 41.15000 90077.35| 43.25000 94674.25| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE TYPE 2 | | | 0055 401001-002 BB2 1970.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE TYPE 2 | | | SECTION TOTALS | $ 104,746.43| $ 121,511.43| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 104,746.43| $ 121,511.43| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 023 -1 VENDOR RANKING CALL ORDER : 023 CONTRACT ID : 0301520 COUNTIES : RALEIGH LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : PINEWOOD DRIVE PROJECT(S) : S341-0006/09-000.00 00 LOCATION: JCT CR 6 - 0.07 MI W JCT US 19 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 79,352.93 100.0000% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 023 -2 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 0301520 COUNTIES : RALEIGH LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 | | |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0005 204003-000 1.000 EA | 1000.00000 1000.00| | MOBILIZATION, PER 3 DAY, TEMPORARY | | | PAVEMENT MARKING | | | 0010 204003-000 1.000 EA | 1000.00000 1000.00| | MOBILIZATION, PER PERMANENT PAVEMENT | | | MARKING | | | 0015 408002-001 450.000 GA | 1.00000 450.00| | BITUMINOUS MATERIAL | | | 0020 636006-001 3.000 DA | 0.01000 0.03| | PILOT TRUCK AND DRIVER | | | 0025 636011-001 3040.000 UN | 0.01000 30.40| | TRAFFIC CONTROL DEVICE | | | 0030 663001-005 2.600 MI | 550.00000 1430.00| | EDGE LINE, TYPE II WHITE | | | 0035 663002-004 2.600 MI | 550.00000 1430.00| | LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0040 636014-001 72.000 HR | 50.00000 3600.00| | FLAGGER | | | 0045 307005-001 AA1 250.000 TN | 27.25000 6812.50| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0050 307005-002 AA2 228.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0055 401002-001 BB1 800.000 TN | 53.00000 42400.00| | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE 1 | | | 0060 401002-002 BB2 728.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE 1 | | | 0065 401007-001 CC1 400.000 TN | 53.00000 21200.00| | MARSHALL SCRATCH COURSE, STONE OR | | | GRAVEL 1 | | | 0070 401007-002 CC2 365.000 TN | | | MARSHALL SCRATCH COURSE, SLAG 1 | | | SECTION TOTALS | $ 79,352.93| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 79,352.93| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 024 -1 VENDOR RANKING CALL ORDER : 024 CONTRACT ID : 0301317 COUNTIES : WETZEL LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : CHILDS ROAD PROJECT(S) : S352-0007/00-006.85 00 LOCATION: BEG: 0.84 MI E CR 7/23 END: 1.55 MI E CR 7/23 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0601828 KLUG BROS., INC. $ 53,422.44 100.0000% 2 55-0592491 DODD GENERAL CONTRACTORS CORPORATION $ 56,406.06 105.5849% 3 55-0328627 J. F. ALLEN COMPANY $ 72,739.69 136.1594% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 024 -2 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 0301317 COUNTIES : WETZEL LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 55-0601828 |(2) 55-0592491 |(3) 55-0328627 |KLUG BROS., INC. |DODD GENERAL CONTRACTORS COR|J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0005 204001-000 LUMP| 1000.00000 1000.00| 0.01000 0.01| 1000.00000 1000.00 MOBILIZATION | | | 0010 204003-000 1.000 EA | 262.50000 262.50| 281.64000 281.64| 268.75000 268.75 MOBILIZATION, PER PERM PAINT | | | 0015 204003-000 1.000 EA | 262.50000 262.50| 250.00000 250.00| 268.75000 268.75 MOBILIZATION, PER TEMP PAINT | | | 0020 408002-001 295.000 GA | 1.44000 424.80| 0.01000 2.95| 0.01000 2.95 BITUMINOUS MATERIAL | | | 0025 636011-001 1960.000 UN | 0.75000 1470.00| 0.01000 19.60| 1.00000 1960.00 TRAFFIC CONTROL DEVICE | | | 0030 636014-001 80.000 HR | 0.01000 0.80| 0.01000 0.80| 0.01000 0.80 FLAGGER | | | 0035 663001-005 1.550 MI | 498.75000 773.06| 475.00000 736.25| 510.65000 791.51 EDGE LINE, TYPE II PERM WHITE | | | 0040 663001-005 1.550 MI | 498.75000 773.06| 475.00000 736.25| 510.65000 791.51 EDGE LINE, TYPE II TEMP WHITE | | | 0045 663002-004 1.550 MI | 472.50000 732.38| 450.00000 697.50| 483.75000 749.81 LANE LINE OR CENTERLINE, TYPE II PERM | | | YELLOW | | | 0050 663002-004 1.550 MI | 472.50000 732.38| 450.00000 697.50| 483.75000 749.81 LANE LINE OR CENTERLINE, TYPE II TEMP | | | YELLOW | | | 0055 307005-001 AA1 200.000 TN | 20.42000 4084.00| 27.59000 5518.00| 28.95000 5790.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0060 307005-002 AA2 196.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0065 307005-003 AA3 211.000 TN | | | AGGREGATE BASE COURSE, STEEL SLAG, | | | CLASS 10 | | | 0070 401002-001 BB1 554.000 TN | 36.36000 20143.44| 40.52000 22448.08| 50.60000 28032.40 MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE I | | | 0075 401002-002 BB2 529.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE I | | | 0080 401002-003 BB3 585.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STEEL SLAG, TYPE I | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 024 -3 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 0301317 COUNTIES : WETZEL LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 55-0601828 |(2) 55-0592491 |(3) 55-0328627 |KLUG BROS., INC. |DODD GENERAL CONTRACTORS COR|J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0085 401003-001 CC1 324.000 TN | 34.83000 11284.92| 37.82000 12253.68| 50.60000 16394.40 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL I | | | 0090 401003-002 CC2 310.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG I | | | 0095 401003-003 CC3 342.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STEEL SLAG I | | | 0100 401007-001 DD1 315.000 TN | 36.44000 11478.60| 40.52000 12763.80| 50.60000 15939.00 MARSHALL SCRATCH COURSE, STONE OR GRAVEL| | | 0105 401007-002 DD2 301.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0110 401007-003 DD3 333.000 TN | | | MARSHALL SCRATCH COURSE, STEEL SLAG | | | SECTION TOTALS | $ 53,422.44| $ 56,406.06| $ 72,739.69 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 53,422.44| $ 56,406.06| $ 72,739.69 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 025 -1 VENDOR RANKING CALL ORDER : 025 CONTRACT ID : 0300914 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : PARKERSBURG - WILLIAMSTOWN ROAD PROJECT(S) : S354-0014/00-019.95 00 LOCATION: BEGIN: JCT CR 21/39 END: JCT CR 8 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 181,463.46 100.0000% 2 55-0592491 DODD GENERAL CONTRACTORS CORPORATION $ 194,448.15 107.1555% 3 55-0583614 CARL KELLY PAVING, INC. $ 205,894.13 113.4631% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 025 -2 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 0300914 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0592491 |(3) 55-0583614 |WEST VIRGINIA PAVING, INC. |DODD GENERAL CONTRACTORS COR|CARL KELLY PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PARKERSBURG -WILLIAMSTOWN | | | 0005 204003-000 1.000 EA | 200.00000 200.00| 293.55000 293.55| 264.91000 264.91 MOBILIZATION, PER PERMANENT PAVEMENT | | | MARKING | | | 0010 204003-000 1.000 EA | 450.00000 450.00| 250.00000 250.00| 264.91000 264.91 MOBILIZATION, PER 3-DAY TEMPORARY | | | PAVEMENT MARKING | | | 0015 229001-000 1.500 MI | 2500.00000 3750.00| 3087.33000 4631.00| 2940.15000 4410.23 SHOULDER AND DITCH | | | 0020 408002-001 590.000 GA | 0.80000 472.00| 0.01000 5.90| 1.25000 737.50 BITUMINOUS MATERIAL | | | 0025 636006-001 6.000 DA | 0.01000 0.06| 362.00000 2172.00| 0.01000 0.06 PILOT TRUCK AND DRIVER | | | 0030 636008-001 15840.000 LF | 0.08000 1267.20| 0.10000 1584.00| 0.11000 1742.40 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0035 636011-001 8420.000 UN | 0.01000 84.20| 0.01000 84.20| 0.01000 84.20 TRAFFIC CONTROL DEVICE | | | 0040 636014-001 200.000 HR | 42.00000 8400.00| 39.01000 7802.00| 0.01000 2.00 FLAGGER | | | 0045 642031-001 15.000 EA | 5.00000 75.00| 20.00000 300.00| 10.00000 150.00 DITCH CHECK | | | 0050 652003-005 75.000 LB | 35.00000 2625.00| 25.00000 1875.00| 0.01000 0.75 SEED MIXTURE, L | | | 0055 652004-002 2.000 TN | 500.00000 1000.00| 75.00000 150.00| 0.01000 0.02 WOOD CELLULOSE FIBER MULCH | | | 0060 663001-004 3.000 LF | 440.00000 1320.00| 425.00000 1275.00| 450.35000 1351.05 EDGE LINE, TYPE II | | | 0065 663002-004 3.000 MI | 440.00000 1320.00| 425.00000 1275.00| 450.35000 1351.05 LANE LINE OR CENTERLINE, TYPE II | | | 0070 307005-001 AA1 450.000 TN | 6.00000 2700.00| 5.00000 2250.00| 21.58000 9711.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0075 307005-002 AA2 410.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0080 401001-001 BB1 1320.000 TN | 40.00000 52800.00| 45.30000 59796.00| 57.69000 76150.80 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0085 401001-002 BB2 1202.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/27/03 PAGE : 025 -3 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 0300914 COUNTIES : WOOD LETTING DATE : 04/08/03 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0592491 |(3) 55-0583614 |WEST VIRGINIA PAVING, INC. |DODD GENERAL CONTRACTORS COR|CARL KELLY PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 401007-001 CC1 975.000 TN | 40.00000 39000.00| 38.98000 38005.50| 40.85000 39828.75 MARSHALL SCRATCH COURSE, STONE OR GRAVEL| | | 0095 401007-002 CC2 888.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0100 402001-001 DD1 1650.000 TN | 40.00000 66000.00| 44.06000 72699.00| 42.33000 69844.50 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0105 402001-002 DD2 1502.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | SECTION TOTALS | $ 181,463.46| $ 194,448.15| $ 205,894.13 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 181,463.46| $ 194,448.15| $ 205,894.13 ====================================================================================================================================