1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/28/05 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 0108146R1 COUNTIES : WOOD WASHINGTON, OH LETTING DATE : 03/09/05 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : CORR. D: WEST OF OHIO RT 618 - EAST OF WV RT 892 PROJECT(S) : X354-000D/00-000.00 02 0APD 0282 128 C00 LOCATION: OHIO SR 618 - WV 892 I/C 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 36-2231526 WALSH CONSTRUCTION COMPANY OF ILLINOIS $119,980,000.00 100.0000% 2 35-0799154 TRAYLOR BROS., INC. $130,841,785.27 109.0529% 3 25-1607500 AMERICAN BRIDGE COMPANY $136,008,732.32 113.3595% 4 25-1696132 BRAYMAN CONSTRUCTION CORPORATION $143,321,709.02 119.4546% 5 25-1021993 TRUMBULL CORPORATION $152,963,587.36 127.4909% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/28/05 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0108146R1 COUNTIES : WOOD WASHINGTON, OH LETTING DATE : 03/09/05 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-0799154 |(3) 25-1607500 |WALSH CONSTRUCTION COMPANY O|TRAYLOR BROS., INC. |AMERICAN BRIDGE COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE, DRAIN, PAVE | | | 0005 201001-000 11.090 LS | 250000.00000 250000.00| 200000.00000 200000.00| 300000.00000 300000.00 CLEARING AND GRUBBING | | | 0026 202001-000 1.000 LS | 5000.00000 5000.00| 4000.00000 4000.00| 10000.00000 10000.00 BUILDING DEMOLITION NUMBER, 8/7 | | | 0027 202001-000 1.000 LS | 5000.00000 5000.00| 4000.00000 4000.00| 10000.00000 10000.00 BUILDING DEMOLITION NUMBER, 8/8 | | | 0030 202002-000 LUMP| 3000.00000 3000.00| 3200.00000 3200.00| 2000.00000 2000.00 WATER WELL ABANDONMENT NUMBER, 7/10 | | | 0035 202003-000 LUMP| 2000.00000 2000.00| 3700.00000 3700.00| 2000.00000 2000.00 SEPTIC TANK ABANDONMENT NUMBER, 7/9 | | | 0040 204001-000 LUMP| 1017231.20000 1017231.20| 4090000.00000 4090000.00| 3500000.00000 3500000.00 MOBILIZATION | | | 0045 207001-001 18373.000 CY | 11.00000 202103.00| 9.70000 178218.10| 15.00000 275595.00 UNCLASSIFIED EXCAVATION | | | 0050 207002-000 7884.000 CY | 45.00000 354780.00| 9.70000 76474.80| 35.00000 275940.00 SUBGRADE | | | 0055 207034-000 61469.000 SY | 1.50000 92203.50| 1.45000 89130.05| 0.75000 46101.75 FABRIC FOR SEPARATION | | | 0057 211001-000 136220.000 CY | 7.00000 953540.00| 9.20000 1253224.00| 10.00000 1362200.00 UNCLASSIFIED BORROW EXCAVATION | | | 0060 211002-000 3103.000 CY | 20.00000 62060.00| 26.60000 82539.80| 30.00000 93090.00 ROCK BORROW EXCAVATION | | | 0061 228001-000 37027.000 SY | 1.00000 37027.00| 9.70000 359161.90| 3.00000 111081.00 SUBGRADE PREPARATION | | | 0070 307001-000 2490.000 CY | 45.00000 112050.00| 43.00000 107070.00| 23.00000 57270.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0073 307001-000 85.000 CY | 50.00000 4250.00| 53.00000 4505.00| 35.00000 2975.00 AGGREGATE BASE COURSE, CLASS 4 | | | 0075 307001-000 389.000 CY | 60.00000 23340.00| 72.00000 28008.00| 35.00000 13615.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0080 311006-001 4157.000 CY | 45.00000 187065.00| 71.00000 295147.00| 60.00000 249420.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0085 408002-001 61.000 GA | 2.00000 122.00| 1.55000 94.55| 2.00000 122.00 BITUMINOUS MATERIAL | | | 0090 502001-012 550.000 SY | 200.00000 110000.00| 260.00000 143000.00| 150.00000 82500.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0095 601002-001 79.000 CY | 875.00000 69125.00| 585.00000 46215.00| 1000.00000 79000.00 CLASS B CONCRETE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/28/05 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0108146R1 COUNTIES : WOOD WASHINGTON, OH LETTING DATE : 03/09/05 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-0799154 |(3) 25-1607500 |WALSH CONSTRUCTION COMPANY O|TRAYLOR BROS., INC. |AMERICAN BRIDGE COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 604054-104 126.000 LF | 175.00000 22050.00| 139.00000 17514.00| 225.00000 28350.00 6 INCH JACKED CONDUIT, A36 STEEL PIPE, | | | THICKNESS = 0.1875" | | | 0105 605001-001 2.000 EA | 2800.00000 5600.00| 3000.00000 6000.00| 3500.00000 7000.00 TYPE A MANHOLE | | | 0110 605009-001 3.000 EA | 2300.00000 6900.00| 3700.00000 11100.00| 2500.00000 7500.00 TYPE G INLET | | | 0115 606029-001 6803.000 LF | 3.00000 20409.00| 7.70000 52383.10| 10.00000 68030.00 FREE DRAINING BASE TRENCH | | | 0120 606030-001 4007.000 LF | 10.00000 40070.00| 1.33000 5329.31| 10.00000 40070.00 OUTLET PIPE, | | | 0125 607001-001 1134.000 LF | 18.00000 20412.00| 16.00000 18144.00| 10.00000 11340.00 TYPE 1 GUARDRAIL, CLASS I | | | 0130 607006-001 2.000 EA | 1600.00000 3200.00| 1170.00000 2340.00| 1000.00000 2000.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0133 607010-020 50.000 LF | 2.00000 100.00| 2.10000 105.00| 2.00000 100.00 GUARDRAIL REMOVAL | | | 0135 607065-001 6.000 EA | 1900.00000 11400.00| 1705.00000 10230.00| 1500.00000 9000.00 FLARED END TERMINAL | | | 0140 607066-001 8.000 EA | 2000.00000 16000.00| 2075.00000 16600.00| 1500.00000 12000.00 TANGENT END TERMINAL | | | 0145 608002-001 960.000 LF | 13.00000 12480.00| 9.00000 8640.00| 10.00000 9600.00 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0150 608005-001 2.000 EA | 3000.00000 6000.00| 1065.00000 2130.00| 1500.00000 3000.00 VEHICULAR GATE, CHAIN LINK ,20 FT. | | | 0155 609001-001 2523.000 SY | 38.00000 95874.00| 13.00000 32799.00| 30.00000 75690.00 CONCRETE SIDEWALK | | | 0160 609002-001 977.000 CY | 48.00000 46896.00| 48.00000 46896.00| 35.00000 34195.00 BED COURSE MATERIAL | | | 0165 610001-002 122.000 LF | 30.00000 3660.00| 42.00000 5124.00| 30.00000 3660.00 PLAIN CONCRETE CURBING, TYPE II | | | 0170 610003-002 1556.000 LF | 30.00000 46680.00| 56.00000 87136.00| 20.00000 31120.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE II | | | 0175 610006-005 1791.000 LF | 72.00000 128952.00| 64.00000 114624.00| 50.00000 89550.00 MEDIAN, TYPE V | | | 0176 612002-240 85.000 LF | 1500.00000 127500.00| 590.00000 50150.00| 2000.00000 170000.00 84 INCH TUNNEL LINER PLATE PIPE, | | | 4-FLANGE DESIGN, TYPE 2, D | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/28/05 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0108146R1 COUNTIES : WOOD WASHINGTON, OH LETTING DATE : 03/09/05 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-0799154 |(3) 25-1607500 |WALSH CONSTRUCTION COMPANY O|TRAYLOR BROS., INC. |AMERICAN BRIDGE COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 633003-001 374.000 CY | 45.00000 16830.00| 58.00000 21692.00| 80.00000 29920.00 DUMPED ROCK GUTTER | | | 0185 636008-001 5200.000 LF | 0.25000 1300.00| 0.28000 1456.00| 0.25000 1300.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0190 636011-001 4820.000 UN | 1.30000 6266.00| 1.30000 6266.00| 1.00000 4820.00 TRAFFIC CONTROL DEVICE | | | 0195 636012-010 4.000 EA | 350.00000 1400.00| 315.00000 1260.00| 300.00000 1200.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0200 636013-001 60.000 EA | 5.00000 300.00| 3.15000 189.00| 5.00000 300.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0205 636014-001 300.000 HR | 40.00000 12000.00| 42.00000 12600.00| 40.00000 12000.00 FLAGGER | | | 0210 636014-002 100.000 HR | 55.00000 5500.00| 50.00000 5000.00| 40.00000 4000.00 TRAFFIC DIRECTOR | | | 0213 636017-001 400.000 LF | 24.00000 9600.00| 45.00000 18000.00| 15.00000 6000.00 TEMPORARY CONCRETE BARRIER | | | 0215 636025-001 8600.000 DA | 2.00000 17200.00| 1.05000 9030.00| 1.50000 12900.00 WARNING LIGHTS, TYPE B | | | 0220 637001-001 79.000 MG | 25.00000 1975.00| 60.00000 4740.00| 35.00000 2765.00 WATER FOR DUST PALLIATIVE | | | 0225 638002-001 7.000 EA | 100.00000 700.00| 300.00000 2100.00| 90.00000 630.00 RIGHT OF WAY MARKER | | | 0230 639001-001 LUMP| 75000.00000 75000.00| 250000.00000 250000.00| 150000.00000 150000.00 CONSTRUCTION LAYOUT STAKE | | | 0234 640001-001 36.000 MO | 1800.00000 64800.00| 2100.00000 75600.00| 1200.00000 43200.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING ,OH | | | 0235 640001-001 36.000 MO | 1800.00000 64800.00| 2800.00000 100800.00| 1200.00000 43200.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING ,WV | | | 0239 640003-001 LUMP| 20000.00000 20000.00| 2500.00000 2500.00| 10000.00000 10000.00 BUILDING EQUIPMENT ,OH | | | 0240 640003-001 LUMP| 20000.00000 20000.00| 2500.00000 2500.00| 10000.00000 10000.00 BUILDING EQUIPMENT ,WV | | | 0245 642001-001 6312.000 LF | 1.50000 9468.00| 9.50000 59964.00| 1.00000 6312.00 TEMPORARY BERM | | | 0250 642002-001 18.000 LF | 50.00000 900.00| 53.00000 954.00| 25.00000 450.00 SLOPE DRAIN | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/28/05 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0108146R1 COUNTIES : WOOD WASHINGTON, OH LETTING DATE : 03/09/05 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-0799154 |(3) 25-1607500 |WALSH CONSTRUCTION COMPANY O|TRAYLOR BROS., INC. |AMERICAN BRIDGE COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0255 642004-001 490.000 LB | 0.70000 343.00| 0.69000 338.10| 1.00000 490.00 SEED MIXTURE, TEMPORARY | | | 0260 642004-002 390.000 LB | 2.00000 780.00| 1.93000 752.70| 2.00000 780.00 SEED MIXTURE, B | | | 0265 642005-001 17.000 TN | 210.00000 3570.00| 223.00000 3791.00| 200.00000 3400.00 MULCH, STRAW OR HAY | | | 0270 642006-001 5.000 TN | 1550.00000 7750.00| 1630.00000 8150.00| 1500.00000 7500.00 FERTILIZER | | | 0275 642008-001 420.000 LF | 90.00000 37800.00| 60.00000 25200.00| 100.00000 42000.00 TEMPORARY PIPE ,48" | | | 0280 642009-001 11970.000 LF | 1.50000 17955.00| 9.60000 114912.00| 1.00000 11970.00 CONTOUR DITCH | | | 0285 642010-001 12.000 TN | 25.00000 300.00| 26.50000 318.00| 50.00000 600.00 AGRICULTURAL LIMESTONE | | | 0290 642011-001 997.000 EA | 9.00000 8973.00| 7.40000 7377.80| 15.00000 14955.00 HAY OR STRAW BALE | | | 0295 642012-001 18460.000 LF | 3.00000 55380.00| 3.20000 59072.00| 2.50000 46150.00 SILT FENCE | | | 0300 642015-001 500.000 LF | 8.00000 4000.00| 12.80000 6400.00| 9.00000 4500.00 SUPER SILT FENCE | | | 0305 642031-001 58.000 EA | 60.00000 3480.00| 53.00000 3074.00| 150.00000 8700.00 DITCH CHECK | | | 0310 642033-001 18650.000 CY | 1.00000 18650.00| 7.50000 139875.00| 0.25000 4662.50 SEDIMENT TRAP | | | 0315 642045-001 1200.000 SY | 65.00000 78000.00| 10.00000 12000.00| 30.00000 36000.00 TURBIDITY CURTAIN, | | | 0320 642050-001 14.000 EA | 1100.00000 15400.00| 2500.00000 35000.00| 2000.00000 28000.00 DEWATERING DEVICE | | | 0325 652001-001 13.000 TN | 18.00000 234.00| 19.20000 249.60| 25.00000 325.00 AGRICULTURAL LIMESTONE | | | 0330 652002-001 10.000 TN | 1210.00000 12100.00| 1290.00000 12900.00| 1200.00000 12000.00 FERTILIZER, 10-20-10 | | | 0335 652002-002 2.000 TN | 1980.00000 3960.00| 2115.00000 4230.00| 2000.00000 4000.00 FERTILIZER, UREA FORMALDEHYDE | | | 0340 652003-001 1119.000 LB | 1.50000 1678.50| 1.40000 1566.60| 1.30000 1454.70 SEED MIXTURES, B, C-1, OR C-2 | | | 0345 652003-002 315.000 LB | 5.00000 1575.00| 5.25000 1653.75| 5.00000 1575.00 SEED MIXTURE, D | | | 0350 652004-001 30.000 TN | 200.00000 6000.00| 204.00000 6120.00| 200.00000 6000.00 STRAW OR HAY MULCH | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/28/05 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0108146R1 COUNTIES : WOOD WASHINGTON, OH LETTING DATE : 03/09/05 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-0799154 |(3) 25-1607500 |WALSH CONSTRUCTION COMPANY O|TRAYLOR BROS., INC. |AMERICAN BRIDGE COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0355 652004-002 5.000 TN | 450.00000 2250.00| 475.00000 2375.00| 500.00000 2500.00 WOOD CELLULOSE FIBER MULCH | | | 0360 665011-001 LUMP| 50000.00000 50000.00| 75000.00000 75000.00| 100000.00000 100000.00 INSTALL RAILROAD CROSSING SURFACE, | | | 0364 672002-002 LUMP| 25000.00000 25000.00| 45000.00000 45000.00| 100000.00000 100000.00 SITE FURNISHINGS, WATER TRANSPORTATION | | | FOR THE ENGINEER | | | 0365 675021-380 170.000 LF | 300.00000 51000.00| 550.00000 93500.00| 275.00000 46750.00 24 INCH STEEL CASING PIPE, THICKNESS = | | | 0.375" | | | 0366 699000-001 5000.000 HR | 0.80000 4000.00| 0.80000 4000.00| 0.80000 4000.00 ON JOB TRAINING | | | 0370 401001-011 AA1 9412.000 TN | | 54.00000 508248.00| 50.00000 470600.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0375 401001-012 AA2 8984.000 TN | 45.00000 404280.00| | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0380 401001-011 BB1 16705.000 TN | | 52.00000 868660.00| 48.00000 801840.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0385 401001-012 BB2 15946.000 TN | 45.00000 717570.00| | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0390 402001-011 CC1 2631.000 TN | | | 58.00000 152598.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0395 402001-012 CC2 2481.000 TN | 55.00000 136455.00| 62.00000 153822.00| SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0400 604002-020 DD1 237.000 LF | 60.00000 14220.00| 38.00000 9006.00| 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0405 604037-020 DD2 237.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0410 604076-020 DD3 237.000 LF | | | 60.00000 14220.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/28/05 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0108146R1 COUNTIES : WOOD WASHINGTON, OH LETTING DATE : 03/09/05 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-0799154 |(3) 25-1607500 |WALSH CONSTRUCTION COMPANY O|TRAYLOR BROS., INC. |AMERICAN BRIDGE COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0415 604002-044 EE1 120.000 LF | 325.00000 39000.00| 192.00000 23040.00| 96 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0420 604037-044 EE2 120.000 LF | | | 600.00000 72000.00 96 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0425 604076-044 EE3 120.000 LF | | | 96 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | SECTION TOTALS | $ 6,153,822.20| $ 10,255,215.16| $ 9,413,681.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 LANDSCAPING | | | 0604 207001-001 740.000 CY | 15.00000 11100.00| 15.00000 11100.00| 25.00000 18500.00 UNCLASSIFIED EXCAVATION | | | 0605 211002-000 35.000 CY | 50.00000 1750.00| 50.00000 1750.00| 60.00000 2100.00 ROCK BORROW EXCAVATION | | | 0610 307001-000 410.000 CY | 60.00000 24600.00| 60.00000 24600.00| 30.00000 12300.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0615 639001-001 LUMP| 10000.00000 10000.00| 15000.00000 15000.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | 0620 641008-001 12.000 EA | 50.00000 600.00| 255.00000 3060.00| 240.00000 2880.00 NEST BOX, SONGBIRD | | | 0625 641010-001 1500.000 EA | 6.00000 9000.00| 6.20000 9300.00| 6.00000 9000.00 LIVE PLANT CUTTINGS, SALIX INTERIOR | | | 0630 641010-001 3560.000 EA | 5.00000 17800.00| 4.45000 15842.00| 4.00000 14240.00 LIVE PLANT CUTTINGS, SILX NIGRA | | | 0635 651001-001 6000.000 CY | 30.00000 180000.00| 33.00000 198000.00| 15.00000 90000.00 FURNISHING AND PLACING TOPSOIL | | | 0640 652001-001 9.000 TN | 25.00000 225.00| 26.60000 239.40| 25.00000 225.00 AGRICULTURAL LIMESTONE | | | 0645 652002-001 3.000 TN | 1550.00000 4650.00| 1630.00000 4890.00| 1500.00000 4500.00 FERTILIZER, 10-20-10 | | | 0650 652003-003 850.000 LB | 7.00000 5950.00| 6.60000 5610.00| 6.00000 5100.00 SEED MIXTURE, WETLAND, | | | 0655 652004-002 10.000 TN | 450.00000 4500.00| 475.00000 4750.00| 450.00000 4500.00 WOOD CELLULOSE FIBER MULCH | | | 0660 653006-001 1000.000 MG | 3.00000 3000.00| 3.20000 3200.00| 3.00000 3000.00 WATER FOR PLANTS | | | 0665 654001-001 503.000 EA | 50.00000 25150.00| 52.00000 26156.00| 50.00000 25150.00 TREE, DECIDUOUS, PLANTANUS OCCIDENTALIS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/28/05 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0108146R1 COUNTIES : WOOD WASHINGTON, OH LETTING DATE : 03/09/05 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-0799154 |(3) 25-1607500 |WALSH CONSTRUCTION COMPANY O|TRAYLOR BROS., INC. |AMERICAN BRIDGE COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0670 654001-001 503.000 EA | 50.00000 25150.00| 52.00000 26156.00| 50.00000 25150.00 TREE, DECIDUOUS, ACAER SACCHARINUM | | | 0671 655001-001 300.000 SY | 7.00000 2100.00| 7.35000 2205.00| 7.00000 2100.00 MATTING | | | SECTION TOTALS | $ 325,575.00| $ 351,858.40| $ 223,745.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 SIGNING & PAVEMENT MARKINGS | | | 0680 657006-001 30.000 LF | 40.00000 1200.00| 16.00000 480.00| 15.00000 450.00 S4X7.7, A-441 SUPPORT, GALVANIZED | | | 0690 657010-001 59.000 LF | 10.00000 590.00| 9.60000 566.40| 10.00000 590.00 3.00 LB CHANNEL POST | | | 0700 657017-001 1.000 CY | 2000.00000 2000.00| 1550.00000 1550.00| 1400.00000 1400.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0705 657019-001 3.000 EA | 1250.00000 3750.00| 1330.00000 3990.00| 1200.00000 3600.00 PIPE POST ,TYPE 6 | | | 0710 657019-001 2.000 EA | 1700.00000 3400.00| 1860.00000 3720.00| 1700.00000 3400.00 PIPE POST ,TYPE 8 | | | SECTION TOTALS | $ 10,940.00| $ 10,306.40| $ 9,440.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 SIGNING & PAVEMENT MARKINGS - OH | | | 0711 658003-001 1.000 EA | 44000.00000 44000.00| 45000.00000 45000.00| 40000.00000 40000.00 OVERHEAD SIGN, GALVANIZED STEEL ,01 | | | SECTION TOTALS | $ 44,000.00| $ 45,000.00| $ 40,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 SIGNING & PAVEMENT MARKINGS | | | 0715 658003-001 1.000 EA | 42000.00000 42000.00| 44500.00000 44500.00| 40000.00000 40000.00 OVERHEAD SIGN, GALVANIZED STEEL ,07 | | | SECTION TOTALS | $ 42,000.00| $ 44,500.00| $ 40,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 SIGNING & PAVEMENT MARKINGS - OH | | | 0720 659001-001 LUMP| 10000.00000 10000.00| 13500.00000 13500.00| 15000.00000 15000.00 SIGN LIGHTING, TYPE 3 ,01 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/28/05 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0108146R1 COUNTIES : WOOD WASHINGTON, OH LETTING DATE : 03/09/05 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-0799154 |(3) 25-1607500 |WALSH CONSTRUCTION COMPANY O|TRAYLOR BROS., INC. |AMERICAN BRIDGE COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 10,000.00| $ 13,500.00| $ 15,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 SIGNING & PAVEMENT MARKINGS | | | 0725 659001-001 LUMP| 9000.00000 9000.00| 11000.00000 11000.00| 20000.00000 20000.00 SIGN LIGHTING, TYPE 3 ,07 | | | 0730 659001-001 LUMP| 4300.00000 4300.00| 5250.00000 5250.00| 20000.00000 20000.00 SIGN LIGHTING, TYPE 3 ,10 | | | 0735 661001-001 115.000 SF | 17.00000 1955.00| 17.60000 2024.00| 15.00000 1725.00 0.080 IN FLAT SHEET SIGN | | | 0740 661002-001 1522.000 SF | 19.00000 28918.00| 17.60000 26787.20| 17.00000 25874.00 EXTRUDED PANEL SIGN | | | 0745 661004-001 66.000 EA | 10.00000 660.00| 6.40000 422.40| 70.00000 4620.00 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | WHITE | | | 0750 661008-001 40.000 EA | 75.00000 3000.00| 133.00000 5320.00| 60.00000 2400.00 DELINEATOR BRACKET, TYPE A | | | 0755 661013-001 23.000 EA | 30.00000 690.00| 37.25000 856.75| 25.00000 575.00 PLASTIC DELINEATOR POST, WHITE | | | 0760 661013-001 41.000 EA | 30.00000 1230.00| 37.25000 1527.25| 25.00000 1025.00 PLASTIC DELINEATOR POST, YELLOW | | | 0765 661020-001 20.000 EA | 50.00000 1000.00| 8.50000 170.00| 20.00000 400.00 DELINEATOR, TYPE B-1 ,YELLOW | | | 0770 663001-004 19418.000 LF | 0.15000 2912.70| 0.14000 2718.52| 0.12000 2330.16 EDGE LINE, TYPE II ,WHITE | | | 0775 663001-004 15723.000 LF | 0.15000 2358.45| 0.14000 2201.22| 0.12000 1886.76 EDGE LINE, TYPE II ,YELLOW | | | 0780 663002-005 4336.000 LF | 0.15000 650.40| 0.17000 737.12| 0.15000 650.40 LANE LINE OR CENTERLINE, TYPE II ,WHITE | | | 0785 663004-004 815.000 LF | 0.25000 203.75| 0.28000 228.20| 0.25000 203.75 CHANNELIZING LINE, TYPE II ,WHITE (8") | | | 0790 663005-010 12.000 LF | 10.00000 120.00| 22.00000 264.00| 10.00000 120.00 STOP LINE, TYPE V (24") | | | 0795 663007-010 204.000 LF | 6.00000 1224.00| 6.10000 1244.40| 6.00000 1224.00 STRIPE, TYPE V (WHITE) (12") | | | 0800 663007-010 800.000 LF | 10.00000 8000.00| 12.20000 9760.00| 10.00000 8000.00 STRIPE, TYPE V (WHITE) (24") | | | 0805 663010-010 5.000 EA | 150.00000 750.00| 165.00000 825.00| 150.00000 750.00 LANE ARROW, TYPE V | | | 0810 663011-010 12.000 EA | 50.00000 600.00| 55.00000 660.00| 50.00000 600.00 LANE LETTER, TYPE V | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/28/05 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0108146R1 COUNTIES : WOOD WASHINGTON, OH LETTING DATE : 03/09/05 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-0799154 |(3) 25-1607500 |WALSH CONSTRUCTION COMPANY O|TRAYLOR BROS., INC. |AMERICAN BRIDGE COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0815 663012-208 297.000 EA | 18.00000 5346.00| 27.70000 8226.90| 18.00000 5346.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 72,918.30| $ 80,222.96| $ 97,730.07 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 BRIDGE #4960 | | | 0874 207034-000 1863.000 SY | 2.00000 3726.00| 3.30000 6147.90| 4.50000 8383.50 FABRIC FOR SEPARATION | | | 0875 211002-000 7996.000 CY | 10.00000 79960.00| 58.00000 463768.00| 36.00000 287856.00 ROCK BORROW EXCAVATION | | | 0880 212001-000 7021.000 CY | 50.00000 351050.00| 75.00000 526575.00| 40.00000 280840.00 STRUCTURE EXCAVATION | | | 0885 212002-000 16817.000 CY | 40.00000 672680.00| 22.00000 369974.00| 18.00000 302706.00 WET EXCAVATION | | | 0890 212004-000 4.000 EA | 6395000.00000 25580000.00| 1750000.00000 7000000.00| 4000000.00000 16000000.00 COFFERDAM | | | 0895 212005-000 80.000 CY | 75.00000 6000.00| 80.00000 6400.00| 50.00000 4000.00 SELECT MATERIAL FOR BACKFILLING | | | 0900 218004-001 1863.000 SY | 35.00000 65205.00| 10.00000 18630.00| 20.00000 37260.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0905 601002-001 741.000 CY | 500.00000 370500.00| 850.00000 629850.00| 525.00000 389025.00 CLASS B CONCRETE | | | 0910 601003-001 10281.000 CY | 500.00000 5140500.00| 525.00000 5397525.00| 400.00000 4112400.00 CLASS K CONCRETE | | | 0911 601005-001 3280.000 CY | 250.00000 820000.00| 150.00000 492000.00| 250.00000 820000.00 CLASS C CONCRETE | | | 0912 601009-001 1646.000 CY | 450.00000 740700.00| 525.00000 864150.00| 400.00000 658400.00 CLASS H CONCRETE | | | 0915 601019-001 254381.000 SF | 2.00000 508762.00| 0.40000 101752.40| 2.25000 572357.25 CONCRETE PROTECTIVE COATING ,TAN | | | 0920 601025-001 21202.000 CY | 320.00000 6784640.00| 588.00000 12466776.00| 530.00000 11237060.00 MODIFIED CONCRETE, CLASS B,(5000 PSI) | | | 0925 601055-001 LUMP| 10000.00000 10000.00| 8000.00000 8000.00| 15000.00000 15000.00 VERTICAL CLEARANCE GAUGE | | | 0930 602001-001 3038633.000 LB | 2.50000 7596582.50| 1.10000 3342496.30| 1.35000 4102154.55 REINFORCING STEEL BAR | | | 0935 602002-001 3016311.000 LB | 1.00000 3016311.00| 1.15000 3468757.65| 1.00000 3016311.00 EPOXY COATED REINFORCING STEEL BAR | | | 0940 603003-001 73679.000 LB | 5.00000 368395.00| 5.00000 368395.00| 10.00000 736790.00 POST TENSIONING STRANDS ,SUBSTRUCTURES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/28/05 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0108146R1 COUNTIES : WOOD WASHINGTON, OH LETTING DATE : 03/09/05 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-0799154 |(3) 25-1607500 |WALSH CONSTRUCTION COMPANY O|TRAYLOR BROS., INC. |AMERICAN BRIDGE COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0945 603004-001 91472.000 LB | 4.00000 365888.00| 8.50000 777512.00| 5.00000 457360.00 POST TENSIONING BARS ,EPOXY COATED | | | 0950 613003-001 LUMP| 750000.00000 750000.00| 1100000.00000 1100000.00| 1450000.00000 1450000.00 FRP INSPECTION WALKWAY | | | 0955 615001-001 18977486.000 LS |22500000.00000 22500000.00|33082000.00000 33082000.00|31500000.00000 31500000.00 STEEL SUPERSTRUCTURE ,APPROACHES | | | 0960 615001-001 11772527.000 LS |25500000.00000 25500000.00|31964000.00000 31964000.00|33500000.00000 33500000.00 STEEL SUPERSTRUCTURE ,ARCH SPAN | | | 0965 615028-001 62.000 EA | 1700.00000 105400.00| 2200.00000 136400.00| 6000.00000 372000.00 GUIDED BEARING, ELASTOMERIC | | | 0970 615029-001 187.000 EA | 1700.00000 317900.00| 2200.00000 411400.00| 2500.00000 467500.00 NON-GUIDED BEARING, ELASTOMERIC | | | 0975 615030-001 37.000 EA | 1700.00000 62900.00| 2800.00000 103600.00| 6000.00000 222000.00 FIXED BEARING, ELASTOMERIC | | | 0980 615031-001 2.000 EA | 60000.00000 120000.00| 95000.00000 190000.00| 20000.00000 40000.00 GUIDED BEARING, POT | | | 0985 615031-002 2.000 EA | 60000.00000 120000.00| 32000.00000 64000.00| 20000.00000 40000.00 NON-GUIDED BEARING, POT | | | 0990 616004-017 2982.000 LF | 55.00000 164010.00| 120.00000 357840.00| 50.00000 149100.00 HP14X89 STEEL BEARING PILE, DRIVEN | | | 0995 617003-001 8111.000 LF | 45.00000 364995.00| 60.00000 486660.00| 48.00000 389328.00 ALUMINUM RAILING ,ANODIZED | | | 1000 625001-018 510.000 LF | 750.00000 382500.00| 930.00000 474300.00| 1000.00000 510000.00 54 INCH DIAMETER DRILLED CAISSONS | | | 1005 625001-020 1079.000 LF | 800.00000 863200.00| 800.00000 863200.00| 1200.00000 1294800.00 60 INCH DIAMETER DRILLED CAISSONS | | | 1010 625001-030 408.000 LF | 2500.00000 1020000.00| 2750.00000 1122000.00| 3500.00000 1428000.00 90 INCH DIAMETER DRILLED CAISSONS | | | 1015 625001-032 240.000 LF | 2500.00000 600000.00| 2800.00000 672000.00| 3500.00000 840000.00 96 INCH DIAMETER DRILLED CAISSONS | | | 1016 625001-036 2.000 LF | 15000.00000 30000.00| 5400.00000 10800.00| 6500.00000 13000.00 108 INCH DIAMETER DRILLED CAISSONS | | | 1020 625003-016 151.000 LF | 700.00000 105700.00| 2600.00000 392600.00| 1500.00000 226500.00 48 INCH ROCK SOCKET FOUNDATION | | | 1025 625003-018 348.000 LF | 600.00000 208800.00| 2000.00000 696000.00| 1800.00000 626400.00 54 INCH ROCK SOCKET FOUNDATION | | | 1030 625003-028 301.000 LF | 1600.00000 481600.00| 3900.00000 1173900.00| 4000.00000 1204000.00 84 INCH ROCK SOCKET FOUNDATION | | | 1035 625003-030 163.000 LF | 1800.00000 293400.00| 4100.00000 668300.00| 4900.00000 798700.00 90 INCH ROCK SOCKET FOUNDATION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/28/05 PAGE : 001 -12 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0108146R1 COUNTIES : WOOD WASHINGTON, OH LETTING DATE : 03/09/05 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-0799154 |(3) 25-1607500 |WALSH CONSTRUCTION COMPANY O|TRAYLOR BROS., INC. |AMERICAN BRIDGE COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1040 625003-036 52.000 LF | 2000.00000 104000.00| 4700.00000 244400.00| 6000.00000 312000.00 108 INCH ROCK SOCKET FOUNDATION | | | 1050 625004-030 LUMP| 100000.00000 100000.00| 350000.00000 350000.00| 150000.00000 150000.00 90 INCH DRILLED CAISSON TEST HOLE | | | 1055 625004-032 LUMP| 100000.00000 100000.00| 320000.00000 320000.00| 100000.00000 100000.00 96 INCH DRILLED CAISSON TEST HOLE | | | 1060 625005-001 1198.000 LF | 65.00000 77870.00| 80.00000 95840.00| 75.00000 89850.00 PREINSTALLATION CORE HOLE | | | 1065 627002-001 LUMP| 1000000.00000 1000000.00| 2600000.00000 2600000.00| 2300000.00000 2300000.00 HANGERS | | | 1070 627003-001 LUMP| 100000.00000 100000.00| 165000.00000 165000.00| 100000.00000 100000.00 TESTING HANGERS | | | 1075 627020-001 101.000 LF | 3000.00000 303000.00| 900.00000 90900.00| 2000.00000 202000.00 INSTALL MODULAR EXPANSION JOINT SYSTEM ,| | | PIER 3 | | | 1080 627020-001 101.000 LF | 3000.00000 303000.00| 900.00000 90900.00| 2000.00000 202000.00 INSTALL MODULAR EXPANSION JOINT SYSTEM ,| | | PIER 4 | | | 1085 627023-001 134.000 LF | 1000.00000 134000.00| 2600.00000 348400.00| 1200.00000 160800.00 EXPANSION DAM, STEEL FINGER JOINT | | | 1086 627023-001 101.000 LF | 200.00000 20200.00| 260.00000 26260.00| 250.00000 25250.00 EXPANSION DAM, STRIP SEAL | | | 1090 639001-001 LUMP| 250000.00000 250000.00| 500000.00000 500000.00| 500000.00000 500000.00 CONSTRUCTION LAYOUT STAKE | | | 1095 644001-002 LUMP| 500000.00000 500000.00| 625000.00000 625000.00| 250000.00000 250000.00 BRIDGE DRAINAGE SYSTEM, APPROACHES | | | 1100 644001-002 LUMP| 50000.00000 50000.00| 65000.00000 65000.00| 50000.00000 50000.00 BRIDGE DRAINAGE SYSTEM, ARCH SPAN | | | 1105 655002-001 5272.000 SY | 5.00000 26360.00| 4.80000 25305.60| 8.00000 42176.00 PERMANENT EROSION MATTING, TYPE B | | | 1110 662002-001 LUMP| 150000.00000 150000.00| 155000.00000 155000.00| 150000.00000 150000.00 GALVANIZED STEEL CONDUIT ,1A | | | 1115 662006-001 50.000 EA | 1000.00000 50000.00| 1050.00000 52500.00| 1000.00000 50000.00 JUNCTION BOX, TYPE A MODIFIED | | | 1120 662006-001 9.000 EA | 2000.00000 18000.00| 2300.00000 20700.00| 2200.00000 19800.00 JUNCTION BOX, TYPE H, 24"X24" | | | 1125 662007-001 36.000 EA | 400.00000 14400.00| 370.00000 13320.00| 350.00000 12600.00 LUMINAIRE, 250W | | | 1130 662008-001 1.000 LS | 140000.00000 140000.00| 31500.00000 31500.00| 30000.00000 30000.00 CABLE, 1A | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/28/05 PAGE : 001 -13 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0108146R1 COUNTIES : WOOD WASHINGTON, OH LETTING DATE : 03/09/05 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-0799154 |(3) 25-1607500 |WALSH CONSTRUCTION COMPANY O|TRAYLOR BROS., INC. |AMERICAN BRIDGE COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1135 662010-001 36.000 EA | 2300.00000 82800.00| 2500.00000 90000.00| 2400.00000 86400.00 LIGHTING SUPPORT, TYPE I, (40-10) | | | 1140 662014-001 LUMP| 200000.00000 200000.00| 200000.00000 200000.00| 200000.00000 200000.00 INCIDENTAL ELECTRICAL WORK | | | 1145 662015-001 1.000 LS | 1000.00000 1000.00| 5000.00000 5000.00| 5000.00000 5000.00 ELECTRICAL TEST, 1A | | | 1150 662020-001 1.000 LS | 90000.00000 90000.00| 150000.00000 150000.00| 150000.00000 150000.00 NAVIGATION LIGHTING SYSTEM, | | | 1155 662023-001 LUMP| 40000.00000 40000.00| 92000.00000 92000.00| 100000.00000 100000.00 AVIATION BEACON SYSTEM | | | 1160 670007-006 3961.000 LF | 10.00000 39610.00| 6.50000 25746.50| 30.00000 118830.00 1 INCH PLASTIC PIPE, CLASS 200 | | | 1161 670007-010 216.000 LF | 15.00000 3240.00| 8.50000 1836.00| 30.00000 6480.00 1.5 INCH PLASTIC PIPE, CLASS 200 | | | 1165 673001-001 LUMP| 300000.00000 300000.00| 355000.00000 355000.00| 350000.00000 350000.00 INSTALL UTILITY CONDUIT SYSTEM, | | | 1170 679002-001 2106.000 CY | 750.00000 1579500.00| 870.00000 1832220.00| 500.00000 1053000.00 SPECIALIZED CONCRETE OVERLAY ,LATEX MOD.| | | CONCRETE OVERLAY 2 INCH | | | 1175 626002-001 AB1 14840.000 SF | | 75.00000 1113000.00| MSE RETAINING WALL, RETAINED EARTH | | | 1180 626002-002 AB2 14840.000 SF | 65.00000 964600.00| | 75.00000 1113000.00 MSE RETAINING WALL, REINFORCED EARTH | | | 1185 626002-003 AB3 14840.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 1190 626002-004 AB4 14840.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 1195 626002-005 AB5 14840.000 SF | | | MSE RETAINING WALL, ARES | | | 1200 626003-101 AB6 14840.000 SF | | | MSE MODULAR BLOCK RETAINING WALL, CLASS | | | I, KEYSYSTEM I | | | 1205 626003-102 AB7 14840.000 SF | | | MSE MODULAR BLOCK RETAINING WALL, CLASS | | | I, MESA | | | 1210 626003-103 AB8 14840.000 SF | | | MSE MODULAR BLOCK RETAINING WALL, CLASS | | | I, LANDMARK | | | 1215 220001-001 AC1 9286.000 SF | 10.00000 92860.00| | 13.00000 120718.00 ARTICULATED CONCRETE BLOCKS, ARMORFLEX | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/28/05 PAGE : 001 -14 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0108146R1 COUNTIES : WOOD WASHINGTON, OH LETTING DATE : 03/09/05 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-0799154 |(3) 25-1607500 |WALSH CONSTRUCTION COMPANY O|TRAYLOR BROS., INC. |AMERICAN BRIDGE COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1220 220001-002 AC2 9286.000 SF | | | ARTICULATED CONCRETE BLOCKS, FLEXBLOCK | | | 1225 220001-003 AC3 9286.000 SF | | 7.50000 69645.00| ARTICULATED CONCRETE BLOCKS, CABLE | | | CONCRETE | | | SECTION TOTALS | $113,305,744.50| $120,032,182.35| $126,159,135.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 COMPUTER SYSTEM | | | 1560 640004-001 LUMP| 7500.00000 7500.00| 4500.00000 4500.00| 5000.00000 5000.00 COMPUTER SYSTEM FOR FIELD OFFICE ,OH | | | 1565 640004-001 LUMP| 7500.00000 7500.00| 4500.00000 4500.00| 5000.00000 5000.00 COMPUTER SYSTEM FOR FIELD OFFICE ,WV | | | SECTION TOTALS | $ 15,000.00| $ 9,000.00| $ 10,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $119,980,000.00| $130,841,785.27| $136,008,732.32 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/28/05 PAGE : 001 -15 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0108146R1 COUNTIES : WOOD WASHINGTON, OH LETTING DATE : 03/09/05 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 25-1696132 |(5) 25-1021993 | |BRAYMAN CONSTRUCTION CORPORA|TRUMBULL CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE, DRAIN, PAVE | | | 0005 201001-000 11.090 LS | 350000.00000 350000.00| 150000.00000 150000.00| CLEARING AND GRUBBING | | | 0026 202001-000 1.000 LS | 2000.00000 2000.00| 10000.00000 10000.00| BUILDING DEMOLITION NUMBER, 8/7 | | | 0027 202001-000 1.000 LS | 2000.00000 2000.00| 10000.00000 10000.00| BUILDING DEMOLITION NUMBER, 8/8 | | | 0030 202002-000 LUMP| 1500.00000 1500.00| 5000.00000 5000.00| WATER WELL ABANDONMENT NUMBER, 7/10 | | | 0035 202003-000 LUMP| 1000.00000 1000.00| 5000.00000 5000.00| SEPTIC TANK ABANDONMENT NUMBER, 7/9 | | | 0040 204001-000 LUMP| 4500000.00000 4500000.00| 4367763.46000 4367763.46| MOBILIZATION | | | 0045 207001-001 18373.000 CY | 7.00000 128611.00| 10.00000 183730.00| UNCLASSIFIED EXCAVATION | | | 0050 207002-000 7884.000 CY | 25.00000 197100.00| 35.00000 275940.00| SUBGRADE | | | 0055 207034-000 61469.000 SY | 2.00000 122938.00| 1.00000 61469.00| FABRIC FOR SEPARATION | | | 0057 211001-000 136220.000 CY | 12.00000 1634640.00| 7.50000 1021650.00| UNCLASSIFIED BORROW EXCAVATION | | | 0060 211002-000 3103.000 CY | 30.00000 93090.00| 40.00000 124120.00| ROCK BORROW EXCAVATION | | | 0061 228001-000 37027.000 SY | 1.50000 55540.50| 2.00000 74054.00| SUBGRADE PREPARATION | | | 0070 307001-000 2490.000 CY | 30.00000 74700.00| 38.00000 94620.00| AGGREGATE BASE COURSE, CLASS 1 | | | 0073 307001-000 85.000 CY | 40.00000 3400.00| 39.00000 3315.00| AGGREGATE BASE COURSE, CLASS 4 | | | 0075 307001-000 389.000 CY | 45.00000 17505.00| 45.00000 17505.00| AGGREGATE BASE COURSE, CLASS 10 | | | 0080 311006-001 4157.000 CY | 72.00000 299304.00| 52.00000 216164.00| OPEN GRADED FREE DRAINING BASE COURSE | | | 0085 408002-001 61.000 GA | 5.00000 305.00| 10.10000 616.10| BITUMINOUS MATERIAL | | | 0090 502001-012 550.000 SY | 200.00000 110000.00| 180.00000 99000.00| 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0095 601002-001 79.000 CY | 850.00000 67150.00| 890.00000 70310.00| CLASS B CONCRETE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/28/05 PAGE : 001 -16 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0108146R1 COUNTIES : WOOD WASHINGTON, OH LETTING DATE : 03/09/05 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 25-1696132 |(5) 25-1021993 | |BRAYMAN CONSTRUCTION CORPORA|TRUMBULL CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 604054-104 126.000 LF | 350.00000 44100.00| 188.00000 23688.00| 6 INCH JACKED CONDUIT, A36 STEEL PIPE, | | | THICKNESS = 0.1875" | | | 0105 605001-001 2.000 EA | 2500.00000 5000.00| 2900.00000 5800.00| TYPE A MANHOLE | | | 0110 605009-001 3.000 EA | 2000.00000 6000.00| 1700.00000 5100.00| TYPE G INLET | | | 0115 606029-001 6803.000 LF | 10.00000 68030.00| 6.50000 44219.50| FREE DRAINING BASE TRENCH | | | 0120 606030-001 4007.000 LF | 12.00000 48084.00| 26.00000 104182.00| OUTLET PIPE, | | | 0125 607001-001 1134.000 LF | 13.00000 14742.00| 12.50000 14175.00| TYPE 1 GUARDRAIL, CLASS I | | | 0130 607006-001 2.000 EA | 1100.00000 2200.00| 1000.00000 2000.00| THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0133 607010-020 50.000 LF | 2.00000 100.00| 2.00000 100.00| GUARDRAIL REMOVAL | | | 0135 607065-001 6.000 EA | 1500.00000 9000.00| 1370.00000 8220.00| FLARED END TERMINAL | | | 0140 607066-001 8.000 EA | 1700.00000 13600.00| 1650.00000 13200.00| TANGENT END TERMINAL | | | 0145 608002-001 960.000 LF | 9.00000 8640.00| 8.50000 8160.00| 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0150 608005-001 2.000 EA | 1100.00000 2200.00| 1000.00000 2000.00| VEHICULAR GATE, CHAIN LINK ,20 FT. | | | 0155 609001-001 2523.000 SY | 42.00000 105966.00| 41.00000 103443.00| CONCRETE SIDEWALK | | | 0160 609002-001 977.000 CY | 40.00000 39080.00| 33.00000 32241.00| BED COURSE MATERIAL | | | 0165 610001-002 122.000 LF | 30.00000 3660.00| 39.00000 4758.00| PLAIN CONCRETE CURBING, TYPE II | | | 0170 610003-002 1556.000 LF | 50.00000 77800.00| 27.00000 42012.00| COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE II | | | 0175 610006-005 1791.000 LF | 45.00000 80595.00| 40.00000 71640.00| MEDIAN, TYPE V | | | 0176 612002-240 85.000 LF | 2500.00000 212500.00| 2350.00000 199750.00| 84 INCH TUNNEL LINER PLATE PIPE, | | | 4-FLANGE DESIGN, TYPE 2, D | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/28/05 PAGE : 001 -17 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0108146R1 COUNTIES : WOOD WASHINGTON, OH LETTING DATE : 03/09/05 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 25-1696132 |(5) 25-1021993 | |BRAYMAN CONSTRUCTION CORPORA|TRUMBULL CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 633003-001 374.000 CY | 45.00000 16830.00| 39.00000 14586.00| DUMPED ROCK GUTTER | | | 0185 636008-001 5200.000 LF | 0.25000 1300.00| 0.25000 1300.00| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0190 636011-001 4820.000 UN | 1.00000 4820.00| 1.33000 6410.60| TRAFFIC CONTROL DEVICE | | | 0195 636012-010 4.000 EA | 300.00000 1200.00| 318.75000 1275.00| PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0200 636013-001 60.000 EA | 3.00000 180.00| 3.19000 191.40| INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0205 636014-001 300.000 HR | 65.00000 19500.00| 40.00000 12000.00| FLAGGER | | | 0210 636014-002 100.000 HR | 75.00000 7500.00| 40.00000 4000.00| TRAFFIC DIRECTOR | | | 0213 636017-001 400.000 LF | 30.00000 12000.00| 33.00000 13200.00| TEMPORARY CONCRETE BARRIER | | | 0215 636025-001 8600.000 DA | 1.00000 8600.00| 1.10000 9460.00| WARNING LIGHTS, TYPE B | | | 0220 637001-001 79.000 MG | 150.00000 11850.00| 85.00000 6715.00| WATER FOR DUST PALLIATIVE | | | 0225 638002-001 7.000 EA | 3.00000 21.00| 85.00000 595.00| RIGHT OF WAY MARKER | | | 0230 639001-001 LUMP| 15000.00000 15000.00| 50000.00000 50000.00| CONSTRUCTION LAYOUT STAKE | | | 0234 640001-001 36.000 MO | 1900.00000 68400.00| 5000.00000 180000.00| STANDARD FIELD OFFICE AND STORAGE | | | BUILDING ,OH | | | 0235 640001-001 36.000 MO | 1900.00000 68400.00| 5000.00000 180000.00| STANDARD FIELD OFFICE AND STORAGE | | | BUILDING ,WV | | | 0239 640003-001 LUMP| 37500.00000 37500.00| 5500.00000 5500.00| BUILDING EQUIPMENT ,OH | | | 0240 640003-001 LUMP| 37500.00000 37500.00| 5500.00000 5500.00| BUILDING EQUIPMENT ,WV | | | 0245 642001-001 6312.000 LF | 1.00000 6312.00| 0.85000 5365.20| TEMPORARY BERM | | | 0250 642002-001 18.000 LF | 75.00000 1350.00| 12.00000 216.00| SLOPE DRAIN | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/28/05 PAGE : 001 -18 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0108146R1 COUNTIES : WOOD WASHINGTON, OH LETTING DATE : 03/09/05 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 25-1696132 |(5) 25-1021993 | |BRAYMAN CONSTRUCTION CORPORA|TRUMBULL CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0255 642004-001 490.000 LB | 5.00000 2450.00| 0.01000 4.90| SEED MIXTURE, TEMPORARY | | | 0260 642004-002 390.000 LB | 50.00000 19500.00| 0.75000 292.50| SEED MIXTURE, B | | | 0265 642005-001 17.000 TN | 800.00000 13600.00| 715.00000 12155.00| MULCH, STRAW OR HAY | | | 0270 642006-001 5.000 TN | 725.00000 3625.00| 400.00000 2000.00| FERTILIZER | | | 0275 642008-001 420.000 LF | 20.00000 8400.00| 57.25000 24045.00| TEMPORARY PIPE ,48" | | | 0280 642009-001 11970.000 LF | 4.00000 47880.00| 0.65000 7780.50| CONTOUR DITCH | | | 0285 642010-001 12.000 TN | 500.00000 6000.00| 25.00000 300.00| AGRICULTURAL LIMESTONE | | | 0290 642011-001 997.000 EA | 15.00000 14955.00| 10.75000 10717.75| HAY OR STRAW BALE | | | 0295 642012-001 18460.000 LF | 5.00000 92300.00| 3.00000 55380.00| SILT FENCE | | | 0300 642015-001 500.000 LF | 15.00000 7500.00| 12.00000 6000.00| SUPER SILT FENCE | | | 0305 642031-001 58.000 EA | 90.00000 5220.00| 68.00000 3944.00| DITCH CHECK | | | 0310 642033-001 18650.000 CY | 4.00000 74600.00| 7.50000 139875.00| SEDIMENT TRAP | | | 0315 642045-001 1200.000 SY | 35.00000 42000.00| 16.00000 19200.00| TURBIDITY CURTAIN, | | | 0320 642050-001 14.000 EA | 1500.00000 21000.00| 975.00000 13650.00| DEWATERING DEVICE | | | 0325 652001-001 13.000 TN | 300.00000 3900.00| 25.00000 325.00| AGRICULTURAL LIMESTONE | | | 0330 652002-001 10.000 TN | 600.00000 6000.00| 400.00000 4000.00| FERTILIZER, 10-20-10 | | | 0335 652002-002 2.000 TN | 600.00000 1200.00| 2000.00000 4000.00| FERTILIZER, UREA FORMALDEHYDE | | | 0340 652003-001 1119.000 LB | 56.00000 62664.00| 5.75000 6434.25| SEED MIXTURES, B, C-1, OR C-2 | | | 0345 652003-002 315.000 LB | 56.00000 17640.00| 12.50000 3937.50| SEED MIXTURE, D | | | 0350 652004-001 30.000 TN | 600.00000 18000.00| 400.00000 12000.00| STRAW OR HAY MULCH | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/28/05 PAGE : 001 -19 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0108146R1 COUNTIES : WOOD WASHINGTON, OH LETTING DATE : 03/09/05 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 25-1696132 |(5) 25-1021993 | |BRAYMAN CONSTRUCTION CORPORA|TRUMBULL CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0355 652004-002 5.000 TN | 1200.00000 6000.00| 600.00000 3000.00| WOOD CELLULOSE FIBER MULCH | | | 0360 665011-001 LUMP| 175000.00000 175000.00| 78000.00000 78000.00| INSTALL RAILROAD CROSSING SURFACE, | | | 0364 672002-002 LUMP| 32000.00000 32000.00| 40000.00000 40000.00| SITE FURNISHINGS, WATER TRANSPORTATION | | | FOR THE ENGINEER | | | 0365 675021-380 170.000 LF | 265.00000 45050.00| 228.00000 38760.00| 24 INCH STEEL CASING PIPE, THICKNESS = | | | 0.375" | | | 0366 699000-001 5000.000 HR | 0.80000 4000.00| 0.80000 4000.00| ON JOB TRAINING | | | 0370 401001-011 AA1 9412.000 TN | 54.00000 508248.00| 43.34000 407916.08| SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0375 401001-012 AA2 8984.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0380 401001-011 BB1 16705.000 TN | 54.00000 902070.00| 41.41000 691754.05| SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0385 401001-012 BB2 15946.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0390 402001-011 CC1 2631.000 TN | 62.00000 163122.00| | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0395 402001-012 CC2 2481.000 TN | | 51.52000 127821.12| SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0400 604002-020 DD1 237.000 LF | | | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0405 604037-020 DD2 237.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0410 604076-020 DD3 237.000 LF | 75.00000 17775.00| 53.00000 12561.00| 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/28/05 PAGE : 001 -20 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0108146R1 COUNTIES : WOOD WASHINGTON, OH LETTING DATE : 03/09/05 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 25-1696132 |(5) 25-1021993 | |BRAYMAN CONSTRUCTION CORPORA|TRUMBULL CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0415 604002-044 EE1 120.000 LF | | | 96 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0420 604037-044 EE2 120.000 LF | | | 96 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0425 604076-044 EE3 120.000 LF | 175.00000 21000.00| 422.00000 50640.00| 96 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | SECTION TOTALS | $ 11,063,042.50| $ 9,751,752.91| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 LANDSCAPING | | | 0604 207001-001 740.000 CY | 25.00000 18500.00| 40.00000 29600.00| UNCLASSIFIED EXCAVATION | | | 0605 211002-000 35.000 CY | 50.00000 1750.00| 48.00000 1680.00| ROCK BORROW EXCAVATION | | | 0610 307001-000 410.000 CY | 40.00000 16400.00| 59.00000 24190.00| AGGREGATE BASE COURSE, CLASS 1 | | | 0615 639001-001 LUMP| 50000.00000 50000.00| 50000.00000 50000.00| CONSTRUCTION LAYOUT STAKE | | | 0620 641008-001 12.000 EA | 600.00000 7200.00| 241.00000 2892.00| NEST BOX, SONGBIRD | | | 0625 641010-001 1500.000 EA | 21.00000 31500.00| 7.65000 11475.00| LIVE PLANT CUTTINGS, SALIX INTERIOR | | | 0630 641010-001 3560.000 EA | 21.00000 74760.00| 7.65000 27234.00| LIVE PLANT CUTTINGS, SILX NIGRA | | | 0635 651001-001 6000.000 CY | 20.00000 120000.00| 29.00000 174000.00| FURNISHING AND PLACING TOPSOIL | | | 0640 652001-001 9.000 TN | 300.00000 2700.00| 25.00000 225.00| AGRICULTURAL LIMESTONE | | | 0645 652002-001 3.000 TN | 600.00000 1800.00| 400.00000 1200.00| FERTILIZER, 10-20-10 | | | 0650 652003-003 850.000 LB | 4.00000 3400.00| 6.22000 5287.00| SEED MIXTURE, WETLAND, | | | 0655 652004-002 10.000 TN | 1400.00000 14000.00| 600.00000 6000.00| WOOD CELLULOSE FIBER MULCH | | | 0660 653006-001 1000.000 MG | 5.00000 5000.00| 3.00000 3000.00| WATER FOR PLANTS | | | 0665 654001-001 503.000 EA | 40.00000 20120.00| 20.50000 10311.50| TREE, DECIDUOUS, PLANTANUS OCCIDENTALIS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/28/05 PAGE : 001 -21 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0108146R1 COUNTIES : WOOD WASHINGTON, OH LETTING DATE : 03/09/05 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 25-1696132 |(5) 25-1021993 | |BRAYMAN CONSTRUCTION CORPORA|TRUMBULL CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0670 654001-001 503.000 EA | 40.00000 20120.00| 20.50000 10311.50| TREE, DECIDUOUS, ACAER SACCHARINUM | | | 0671 655001-001 300.000 SY | 2.00000 600.00| 5.00000 1500.00| MATTING | | | SECTION TOTALS | $ 387,850.00| $ 358,906.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 SIGNING & PAVEMENT MARKINGS | | | 0680 657006-001 30.000 LF | 17.00000 510.00| 15.00000 450.00| S4X7.7, A-441 SUPPORT, GALVANIZED | | | 0690 657010-001 59.000 LF | 10.00000 590.00| 9.00000 531.00| 3.00 LB CHANNEL POST | | | 0700 657017-001 1.000 CY | 1500.00000 1500.00| 1450.00000 1450.00| CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0705 657019-001 3.000 EA | 1400.00000 4200.00| 1250.00000 3750.00| PIPE POST ,TYPE 6 | | | 0710 657019-001 2.000 EA | 2000.00000 4000.00| 1750.00000 3500.00| PIPE POST ,TYPE 8 | | | SECTION TOTALS | $ 10,800.00| $ 9,681.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 SIGNING & PAVEMENT MARKINGS - OH | | | 0711 658003-001 1.000 EA | 46000.00000 46000.00| 41800.00000 41800.00| OVERHEAD SIGN, GALVANIZED STEEL ,01 | | | SECTION TOTALS | $ 46,000.00| $ 41,800.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 SIGNING & PAVEMENT MARKINGS | | | 0715 658003-001 1.000 EA | 45000.00000 45000.00| 43000.00000 43000.00| OVERHEAD SIGN, GALVANIZED STEEL ,07 | | | SECTION TOTALS | $ 45,000.00| $ 43,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 SIGNING & PAVEMENT MARKINGS - OH | | | 0720 659001-001 LUMP| 13500.00000 13500.00| 12800.00000 12800.00| SIGN LIGHTING, TYPE 3 ,01 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/28/05 PAGE : 001 -22 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0108146R1 COUNTIES : WOOD WASHINGTON, OH LETTING DATE : 03/09/05 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 25-1696132 |(5) 25-1021993 | |BRAYMAN CONSTRUCTION CORPORA|TRUMBULL CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 13,500.00| $ 12,800.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 SIGNING & PAVEMENT MARKINGS | | | 0725 659001-001 LUMP| 11000.00000 11000.00| 10500.00000 10500.00| SIGN LIGHTING, TYPE 3 ,07 | | | 0730 659001-001 LUMP| 5500.00000 5500.00| 5000.00000 5000.00| SIGN LIGHTING, TYPE 3 ,10 | | | 0735 661001-001 115.000 SF | 18.00000 2070.00| 16.50000 1897.50| 0.080 IN FLAT SHEET SIGN | | | 0740 661002-001 1522.000 SF | 18.00000 27396.00| 16.50000 25113.00| EXTRUDED PANEL SIGN | | | 0745 661004-001 66.000 EA | 5.00000 330.00| 3.50000 231.00| DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | WHITE | | | 0750 661008-001 40.000 EA | 100.00000 4000.00| 55.00000 2200.00| DELINEATOR BRACKET, TYPE A | | | 0755 661013-001 23.000 EA | 32.00000 736.00| 34.00000 782.00| PLASTIC DELINEATOR POST, WHITE | | | 0760 661013-001 41.000 EA | 32.00000 1312.00| 34.00000 1394.00| PLASTIC DELINEATOR POST, YELLOW | | | 0765 661020-001 20.000 EA | 16.00000 320.00| 7.00000 140.00| DELINEATOR, TYPE B-1 ,YELLOW | | | 0770 663001-004 19418.000 LF | 0.12000 2330.16| 0.12000 2330.16| EDGE LINE, TYPE II ,WHITE | | | 0775 663001-004 15723.000 LF | 0.12000 1886.76| 0.12000 1886.76| EDGE LINE, TYPE II ,YELLOW | | | 0780 663002-005 4336.000 LF | 0.15000 650.40| 0.15000 650.40| LANE LINE OR CENTERLINE, TYPE II ,WHITE | | | 0785 663004-004 815.000 LF | 0.25000 203.75| 0.25000 203.75| CHANNELIZING LINE, TYPE II ,WHITE (8") | | | 0790 663005-010 12.000 LF | 21.00000 252.00| 20.00000 240.00| STOP LINE, TYPE V (24") | | | 0795 663007-010 204.000 LF | 6.00000 1224.00| 5.50000 1122.00| STRIPE, TYPE V (WHITE) (12") | | | 0800 663007-010 800.000 LF | 12.00000 9600.00| 11.00000 8800.00| STRIPE, TYPE V (WHITE) (24") | | | 0805 663010-010 5.000 EA | 155.00000 775.00| 150.00000 750.00| LANE ARROW, TYPE V | | | 0810 663011-010 12.000 EA | 50.00000 600.00| 50.00000 600.00| LANE LETTER, TYPE V | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/28/05 PAGE : 001 -23 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0108146R1 COUNTIES : WOOD WASHINGTON, OH LETTING DATE : 03/09/05 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 25-1696132 |(5) 25-1021993 | |BRAYMAN CONSTRUCTION CORPORA|TRUMBULL CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0815 663012-208 297.000 EA | 26.00000 7722.00| 18.25000 5420.25| RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 77,908.07| $ 69,260.82| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 BRIDGE #4960 | | | 0874 207034-000 1863.000 SY | 0.50000 931.50| 1.00000 1863.00| FABRIC FOR SEPARATION | | | 0875 211002-000 7996.000 CY | 55.00000 439780.00| 59.00000 471764.00| ROCK BORROW EXCAVATION | | | 0880 212001-000 7021.000 CY | 45.00000 315945.00| 55.00000 386155.00| STRUCTURE EXCAVATION | | | 0885 212002-000 16817.000 CY | 50.00000 840850.00| 45.00000 756765.00| WET EXCAVATION | | | 0890 212004-000 4.000 EA | 1750000.00000 7000000.00| 3750000.00000 15000000.00| COFFERDAM | | | 0895 212005-000 80.000 CY | 60.00000 4800.00| 48.00000 3840.00| SELECT MATERIAL FOR BACKFILLING | | | 0900 218004-001 1863.000 SY | 30.00000 55890.00| 36.50000 67999.50| 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0905 601002-001 741.000 CY | 625.00000 463125.00| 500.00000 370500.00| CLASS B CONCRETE | | | 0910 601003-001 10281.000 CY | 650.00000 6682650.00| 450.00000 4626450.00| CLASS K CONCRETE | | | 0911 601005-001 3280.000 CY | 275.00000 902000.00| 1000.00000 3280000.00| CLASS C CONCRETE | | | 0912 601009-001 1646.000 CY | 750.00000 1234500.00| 410.00000 674860.00| CLASS H CONCRETE | | | 0915 601019-001 254381.000 SF | 2.00000 508762.00| 2.14000 544375.34| CONCRETE PROTECTIVE COATING ,TAN | | | 0920 601025-001 21202.000 CY | 300.00000 6360600.00| 1200.00000 25442400.00| MODIFIED CONCRETE, CLASS B,(5000 PSI) | | | 0925 601055-001 LUMP| 25000.00000 25000.00| 16900.00000 16900.00| VERTICAL CLEARANCE GAUGE | | | 0930 602001-001 3038633.000 LB | 1.10000 3342496.30| 1.75000 5317607.75| REINFORCING STEEL BAR | | | 0935 602002-001 3016311.000 LB | 1.15000 3468757.65| 1.75000 5278544.25| EPOXY COATED REINFORCING STEEL BAR | | | 0940 603003-001 73679.000 LB | 10.00000 736790.00| 9.25000 681530.75| POST TENSIONING STRANDS ,SUBSTRUCTURES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/28/05 PAGE : 001 -24 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0108146R1 COUNTIES : WOOD WASHINGTON, OH LETTING DATE : 03/09/05 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 25-1696132 |(5) 25-1021993 | |BRAYMAN CONSTRUCTION CORPORA|TRUMBULL CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0945 603004-001 91472.000 LB | 3.00000 274416.00| 4.40000 402476.80| POST TENSIONING BARS ,EPOXY COATED | | | 0950 613003-001 LUMP| 2100000.00000 2100000.00| 1250000.00000 1250000.00| FRP INSPECTION WALKWAY | | | 0955 615001-001 18977486.000 LS |38000000.00000 38000000.00|24000000.00000 24000000.00| STEEL SUPERSTRUCTURE ,APPROACHES | | | 0960 615001-001 11772527.000 LS |43760000.00000 43760000.00|37849000.00000 37849000.00| STEEL SUPERSTRUCTURE ,ARCH SPAN | | | 0965 615028-001 62.000 EA | 5000.00000 310000.00| 2050.00000 127100.00| GUIDED BEARING, ELASTOMERIC | | | 0970 615029-001 187.000 EA | 3000.00000 561000.00| 1950.00000 364650.00| NON-GUIDED BEARING, ELASTOMERIC | | | 0975 615030-001 37.000 EA | 2500.00000 92500.00| 1950.00000 72150.00| FIXED BEARING, ELASTOMERIC | | | 0980 615031-001 2.000 EA | 125000.00000 250000.00| 125000.00000 250000.00| GUIDED BEARING, POT | | | 0985 615031-002 2.000 EA | 65000.00000 130000.00| 53000.00000 106000.00| NON-GUIDED BEARING, POT | | | 0990 616004-017 2982.000 LF | 55.00000 164010.00| 56.00000 166992.00| HP14X89 STEEL BEARING PILE, DRIVEN | | | 0995 617003-001 8111.000 LF | 50.00000 405550.00| 75.00000 608325.00| ALUMINUM RAILING ,ANODIZED | | | 1000 625001-018 510.000 LF | 900.00000 459000.00| 1000.00000 510000.00| 54 INCH DIAMETER DRILLED CAISSONS | | | 1005 625001-020 1079.000 LF | 965.00000 1041235.00| 1200.00000 1294800.00| 60 INCH DIAMETER DRILLED CAISSONS | | | 1010 625001-030 408.000 LF | 2300.00000 938400.00| 3400.00000 1387200.00| 90 INCH DIAMETER DRILLED CAISSONS | | | 1015 625001-032 240.000 LF | 2400.00000 576000.00| 3910.00000 938400.00| 96 INCH DIAMETER DRILLED CAISSONS | | | 1016 625001-036 2.000 LF | 5000.00000 10000.00| 20000.00000 40000.00| 108 INCH DIAMETER DRILLED CAISSONS | | | 1020 625003-016 151.000 LF | 1500.00000 226500.00| 1170.00000 176670.00| 48 INCH ROCK SOCKET FOUNDATION | | | 1025 625003-018 348.000 LF | 1550.00000 539400.00| 1450.00000 504600.00| 54 INCH ROCK SOCKET FOUNDATION | | | 1030 625003-028 301.000 LF | 1850.00000 556850.00| 2750.00000 827750.00| 84 INCH ROCK SOCKET FOUNDATION | | | 1035 625003-030 163.000 LF | 3000.00000 489000.00| 3300.00000 537900.00| 90 INCH ROCK SOCKET FOUNDATION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/28/05 PAGE : 001 -25 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0108146R1 COUNTIES : WOOD WASHINGTON, OH LETTING DATE : 03/09/05 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 25-1696132 |(5) 25-1021993 | |BRAYMAN CONSTRUCTION CORPORA|TRUMBULL CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1040 625003-036 52.000 LF | 3200.00000 166400.00| 4010.00000 208520.00| 108 INCH ROCK SOCKET FOUNDATION | | | 1050 625004-030 LUMP| 400000.00000 400000.00| 141750.00000 141750.00| 90 INCH DRILLED CAISSON TEST HOLE | | | 1055 625004-032 LUMP| 500000.00000 500000.00| 129000.00000 129000.00| 96 INCH DRILLED CAISSON TEST HOLE | | | 1060 625005-001 1198.000 LF | 95.00000 113810.00| 60.00000 71880.00| PREINSTALLATION CORE HOLE | | | 1065 627002-001 LUMP| 1700000.00000 1700000.00| 2530000.00000 2530000.00| HANGERS | | | 1070 627003-001 LUMP| 175000.00000 175000.00| 1.00000 1.00| TESTING HANGERS | | | 1075 627020-001 101.000 LF | 1800.00000 181800.00| 2150.00000 217150.00| INSTALL MODULAR EXPANSION JOINT SYSTEM ,| | | PIER 3 | | | 1080 627020-001 101.000 LF | 1800.00000 181800.00| 2260.00000 228260.00| INSTALL MODULAR EXPANSION JOINT SYSTEM ,| | | PIER 4 | | | 1085 627023-001 134.000 LF | 1500.00000 201000.00| 1375.00000 184250.00| EXPANSION DAM, STEEL FINGER JOINT | | | 1086 627023-001 101.000 LF | 225.00000 22725.00| 505.00000 51005.00| EXPANSION DAM, STRIP SEAL | | | 1090 639001-001 LUMP| 50000.00000 50000.00| 50000.00000 50000.00| CONSTRUCTION LAYOUT STAKE | | | 1095 644001-002 LUMP| 480000.00000 480000.00| 415000.00000 415000.00| BRIDGE DRAINAGE SYSTEM, APPROACHES | | | 1100 644001-002 LUMP| 35000.00000 35000.00| 36200.00000 36200.00| BRIDGE DRAINAGE SYSTEM, ARCH SPAN | | | 1105 655002-001 5272.000 SY | 4.00000 21088.00| 5.50000 28996.00| PERMANENT EROSION MATTING, TYPE B | | | 1110 662002-001 LUMP| 155000.00000 155000.00| 150000.00000 150000.00| GALVANIZED STEEL CONDUIT ,1A | | | 1115 662006-001 50.000 EA | 1000.00000 50000.00| 1000.00000 50000.00| JUNCTION BOX, TYPE A MODIFIED | | | 1120 662006-001 9.000 EA | 2200.00000 19800.00| 2200.00000 19800.00| JUNCTION BOX, TYPE H, 24"X24" | | | 1125 662007-001 36.000 EA | 350.00000 12600.00| 350.00000 12600.00| LUMINAIRE, 250W | | | 1130 662008-001 1.000 LS | 35000.00000 35000.00| 30000.00000 30000.00| CABLE, 1A | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/28/05 PAGE : 001 -26 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0108146R1 COUNTIES : WOOD WASHINGTON, OH LETTING DATE : 03/09/05 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 25-1696132 |(5) 25-1021993 | |BRAYMAN CONSTRUCTION CORPORA|TRUMBULL CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1135 662010-001 36.000 EA | 2500.00000 90000.00| 2400.00000 86400.00| LIGHTING SUPPORT, TYPE I, (40-10) | | | 1140 662014-001 LUMP| 225000.00000 225000.00| 200000.00000 200000.00| INCIDENTAL ELECTRICAL WORK | | | 1145 662015-001 1.000 LS | 5000.00000 5000.00| 5000.00000 5000.00| ELECTRICAL TEST, 1A | | | 1150 662020-001 1.000 LS | 155000.00000 155000.00| 150000.00000 150000.00| NAVIGATION LIGHTING SYSTEM, | | | 1155 662023-001 LUMP| 100000.00000 100000.00| 92000.00000 92000.00| AVIATION BEACON SYSTEM | | | 1160 670007-006 3961.000 LF | 11.00000 43571.00| 8.00000 31688.00| 1 INCH PLASTIC PIPE, CLASS 200 | | | 1161 670007-010 216.000 LF | 26.00000 5616.00| 16.00000 3456.00| 1.5 INCH PLASTIC PIPE, CLASS 200 | | | 1165 673001-001 LUMP| 400000.00000 400000.00| 354500.00000 354500.00| INSTALL UTILITY CONDUIT SYSTEM, | | | 1170 679002-001 2106.000 CY | 900.00000 1895400.00| 828.04000 1743852.24| SPECIALIZED CONCRETE OVERLAY ,LATEX MOD.| | | CONCRETE OVERLAY 2 INCH | | | 1175 626002-001 AB1 14840.000 SF | 60.00000 890400.00| 62.25000 923790.00| MSE RETAINING WALL, RETAINED EARTH | | | 1180 626002-002 AB2 14840.000 SF | | | MSE RETAINING WALL, REINFORCED EARTH | | | 1185 626002-003 AB3 14840.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 1190 626002-004 AB4 14840.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 1195 626002-005 AB5 14840.000 SF | | | MSE RETAINING WALL, ARES | | | 1200 626003-101 AB6 14840.000 SF | | | MSE MODULAR BLOCK RETAINING WALL, CLASS | | | I, KEYSYSTEM I | | | 1205 626003-102 AB7 14840.000 SF | | | MSE MODULAR BLOCK RETAINING WALL, CLASS | | | I, MESA | | | 1210 626003-103 AB8 14840.000 SF | | | MSE MODULAR BLOCK RETAINING WALL, CLASS | | | I, LANDMARK | | | 1215 220001-001 AC1 9286.000 SF | 10.00000 92860.00| 20.00000 185720.00| ARTICULATED CONCRETE BLOCKS, ARMORFLEX | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/28/05 PAGE : 001 -27 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0108146R1 COUNTIES : WOOD WASHINGTON, OH LETTING DATE : 03/09/05 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 25-1696132 |(5) 25-1021993 | |BRAYMAN CONSTRUCTION CORPORA|TRUMBULL CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1220 220001-002 AC2 9286.000 SF | | | ARTICULATED CONCRETE BLOCKS, FLEXBLOCK | | | 1225 220001-003 AC3 9286.000 SF | | | ARTICULATED CONCRETE BLOCKS, CABLE | | | CONCRETE | | | SECTION TOTALS | $131,670,608.45| $142,666,386.63| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 COMPUTER SYSTEM | | | 1560 640004-001 LUMP| 3500.00000 3500.00| 5000.00000 5000.00| COMPUTER SYSTEM FOR FIELD OFFICE ,OH | | | 1565 640004-001 LUMP| 3500.00000 3500.00| 5000.00000 5000.00| COMPUTER SYSTEM FOR FIELD OFFICE ,WV | | | SECTION TOTALS | $ 7,000.00| $ 10,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $143,321,709.02| $152,963,587.36| ====================================================================================================================================