WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : BERKLEY COUNTY ROUTE 9/19 TO JEFFERSON COUNTY ROUTE 1 PROJECT(S) : U302-0009/00-016.13 04 NHST 0009 170 C00 LOCATION: CO 9/19 - JEFFERSON CO 1 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 27,159,653.60 100.0000% 2 25-1021993 TRUMBULL CORPORATION $ 27,295,439.59 100.5000% 3 55-0535003 KANAWHA STONE COMPANY, INC. $ 27,789,125.07 102.3177% 4 23-1374051 NEW ENTERPRISE STONE & LIME CO., INC. $ 27,810,085.49 102.3948% 5 31-1316393 AHERN & ASSOCIATES, INC. $ 29,236,900.00 107.6483% 6 55-0575884 GROUND BREAKERS, INC. $ 30,580,688.16 112.5960% 7 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 32,049,092.00 118.0026% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 25-1021993 |( 3 ) 55-0535003 |ORDERS CONSTRUCTION COMPANY, |TRUMBULL CORPORATION |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN, PAVE I000 | | | 0005 201001-000 1.000 LS | 382000.00000 382000.00| 1313350.00000 1313350.00| 604087.50000 604087.50 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 2100.00000 2100.00| 2000.00000 2000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 11/1 | | | 0015 202001-000 1.000 LS | 2100.00000 2100.00| 2000.00000 2000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 19-1/1 | | | 0020 202001-000 1.000 LS | 2100.00000 2100.00| 2000.00000 2000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 19-1/2 | | | 0025 202001-000 1.000 LS | 12000.00000 12000.00| 2200.00000 2200.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 5/1 | | | 0030 202001-000 1.000 LS | 510.00000 510.00| 2000.00000 2000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 5/2 | | | 0035 202002-000 LUMP | 1200.00000 1200.00| 1800.00000 1800.00| 1000.00000 1000.00 WATER WELL ABANDONMENT NUMBER, 5/3 | | | 0040 202003-000 LUMP | 920.00000 920.00| 1300.00000 1300.00| 1000.00000 1000.00 SEPTIC TANK ABANDONMENT NUMBER, 5/4 | | | 0045 204001-000 LUMP | 900000.00000 900000.00| 1000000.00000 1000000.00| 1208412.00000 1208412.00 MOBILIZATION | | | 0050 207001-001 756688.000 CY | 4.90000 3707771.20| 3.80000 2875414.40| 4.02000 3041885.76 UNCLASSIFIED EXCAVATION | | | 0055 207002-000 27398.000 CY | 34.00000 931532.00| 23.00000 630154.00| 34.97000 958108.06 SUBGRADE | | | 0060 207034-000 178426.000 SY | 1.20000 214111.20| 1.10000 196268.60| 1.16000 206974.16 FABRIC FOR SEPARATION | | | 0065 211008-000 500.000 TN | 41.00000 20500.00| 25.00000 12500.00| 33.45000 16725.00 ROCK BORROW EXCAVATION | | | 0070 307001-000 6103.000 CY | 43.00000 262429.00| 42.00000 256326.00| 46.35000 282874.05 AGGREGATE BASE COURSE, CLASS 1 | | | 0075 307001-000 2762.000 CY | 46.00000 127052.00| 45.00000 124290.00| 55.39000 152987.18 AGGREGATE BASE COURSE, CLASS 10 | | | 0080 311006-001 14064.000 CY | 60.00000 843840.00| 64.00000 900096.00| 64.00000 900096.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0085 408002-001 2072.000 GA | 2.60000 5387.20| 2.50000 5180.00| 1.00000 2072.00 BITUMINOUS MATERIAL | | | 0090 410001-002 61953.000 LF | 0.23000 14249.19| 0.10000 6195.30| 0.06000 3717.18 SAWED RUMBLE STRIP | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 25-1021993 |( 3 ) 55-0535003 |ORDERS CONSTRUCTION COMPANY, |TRUMBULL CORPORATION |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 501001-008 224.000 SY | 220.00000 49280.00| 190.00000 42560.00| 250.00000 56000.00 8 INCH REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0100 501005-010 78695.000 SY | 48.00000 3777360.00| 45.28000 3563309.60| 47.28000 3720699.60 10 INCH NON-REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0105 501010-001 8.000 EA | 4900.00000 39200.00| 2500.00000 20000.00| 4006.46000 32051.68 BRIDGE APPROACH EXPANSION JOINT | | | 0110 502001-012 1954.000 SY | 220.00000 429880.00| 134.00000 261836.00| 183.45000 358461.30 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0115 601002-001 144.000 CY | 1100.00000 158400.00| 1000.00000 144000.00| 1320.71000 190182.24 CLASS B CONCRETE | | | 0120 604037-012 27.000 LF | 65.00000 1755.00| 80.00000 2160.00| 72.06000 1945.62 15 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0125 604037-016 57.000 LF | 69.00000 3933.00| 65.00000 3705.00| 78.20000 4457.40 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0130 604037-022 111.000 LF | 130.00000 14430.00| 120.00000 13320.00| 112.06000 12438.66 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0135 604037-024 589.000 LF | 170.00000 100130.00| 150.00000 88350.00| 193.06000 113712.34 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0140 604037-040 23.000 LF | 590.00000 13570.00| 650.00000 14950.00| 645.80000 14853.40 84 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0145 604041-005 31.000 LF | 200.00000 6200.00| 120.00000 3720.00| 109.33000 3389.23 23X14 INCH REINFORCED CONCRETE | | | ELLIPTICAL PIPE, CLASS HE-II | | | 0150 604041-024 47.000 LF | 130.00000 6110.00| 165.00000 7755.00| 142.30000 6688.10 38X24 INCH REINFORCED CONCRETE | | | ELLIPTICAL PIPE, CLASS HE-II | | | 0155 604041-055 55.000 LF | 410.00000 22550.00| 500.00000 27500.00| 441.35000 24274.25 76X48 INCH REINFORCED CONCRETE | | | ELLIPTICAL PIPE, CLASS HE-II | | | 0160 604041-061 164.000 LF | 650.00000 106600.00| 650.00000 106600.00| 584.79000 95905.56 91X58 INCH REINFORCED CONCRETE | | | ELLIPTICAL PIPE, CLASS HE-II | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 25-1021993 |( 3 ) 55-0535003 |ORDERS CONSTRUCTION COMPANY, |TRUMBULL CORPORATION |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0165 604071-012 2.000 EA | 1700.00000 3400.00| 1100.00000 2200.00| 954.14000 1908.28 15 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0170 604071-022 2.000 EA | 2900.00000 5800.00| 2500.00000 5000.00| 2407.04000 4814.08 30 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0175 604071-024 1.000 EA | 3500.00000 3500.00| 3000.00000 3000.00| 3035.24000 3035.24 36 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0180 604073-024 2.000 EA | 3800.00000 7600.00| 3400.00000 6800.00| 3396.19000 6792.38 38X24 REINFORCED CONCRETE ELLIPTICAL | | | PIPE SAFETY SLOPE END SECTION | | | 0185 605006-001 7.000 EA | 3000.00000 21000.00| 3000.00000 21000.00| 3512.40000 24586.80 TYPE D INLET | | | 0190 605009-001 26.000 EA | 2500.00000 65000.00| 2400.00000 62400.00| 2814.51000 73177.26 TYPE G INLET | | | 0195 605014-001 3.000 EA | 8000.00000 24000.00| 10000.00000 30000.00| 5723.67000 17171.01 MODIFIED INLET, TYPE G | | | 0200 606029-001 29857.000 LF | 7.70000 229898.90| 7.50000 223927.50| 7.03000 209894.71 FREE DRAINING BASE TRENCH | | | 0205 606030-001 1860.000 LF | 21.00000 39060.00| 16.00000 29760.00| 18.98000 35302.80 OUTLET PIPE, 6 INCH | | | 0210 607001-001 15430.000 LF | 12.00000 185160.00| 12.00000 185160.00| 12.65000 195189.50 TYPE 1 GUARDRAIL, CLASS I | | | 0215 607001-001 385.000 LF | 10.00000 3850.00| 9.85000 3792.25| 10.39000 4000.15 TYPE 1 GUARDRAIL, CLASS III | | | 0220 607006-001 19.000 EA | 1100.00000 20900.00| 1025.00000 19475.00| 1080.69000 20533.11 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0225 607030-001 40.000 EA | 440.00000 17600.00| 430.00000 17200.00| 453.36000 18134.40 SPECIAL TRAILING END TERMINAL | | | 0230 607065-001 8.000 EA | 1400.00000 11200.00| 1400.00000 11200.00| 1476.06000 11808.48 FLARED END TERMINAL | | | 0235 607066-001 27.000 EA | 1600.00000 43200.00| 1575.00000 42525.00| 1660.57000 44835.39 TANGENT END TERMINAL | | | 0240 608002-001 27118.000 LF | 7.30000 197961.40| 7.05000 191181.90| 7.43000 201486.74 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0245 608003-001 400.000 LF | 6.80000 2720.00| 6.55000 2620.00| 6.91000 2764.00 3 FT 11 IN TEMPORARY FENCE FARM FIELD | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -5 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 25-1021993 |( 3 ) 55-0535003 |ORDERS CONSTRUCTION COMPANY, |TRUMBULL CORPORATION |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0250 608003-005 180.000 LF | 11.00000 1980.00| 10.50000 1890.00| 11.07000 1992.60 5 FT TEMPORARY FENCE CHAIN LINK | | | 0255 608004-001 1.000 EA | 670.00000 670.00| 650.00000 650.00| 685.31000 685.31 4 FT PEDESTRIAN GATE, CHAIN LINK CHAIN | | | LINK | | | 0260 609001-001 698.000 SY | 83.00000 57934.00| 82.00000 57236.00| 84.48000 58967.04 CONCRETE SIDEWALK | | | 0262 609005-001 3.000 EA | 430.00000 1290.00| 550.00000 1650.00| 2477.68000 7433.04 SIDEWALK RAMP | | | 0265 610001-001 2908.000 LF | 24.00000 69792.00| 18.00000 52344.00| 33.87000 98493.96 PLAIN CONCRETE CURBING, TYPE I | | | 0275 633001-001 768.000 SY | 110.00000 84480.00| 125.00000 96000.00| 116.11000 89172.48 CONCRETE GUTTER | | | 0280 633003-001 163.000 CY | 26.00000 4238.00| 22.00000 3586.00| 47.96000 7817.48 DUMPED ROCK GUTTER | | | 0285 636007-001 1000.000 LF | 0.79000 790.00| 0.75000 750.00| 0.84000 840.00 ERADICATION OF PAVEMENT MARKING | | | 0290 636008-001 20000.000 LF | 0.15000 3000.00| 0.14000 2800.00| 0.11000 2200.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0295 636009-001 1000.000 LF | 1.10000 1100.00| 1.05000 1050.00| 1.16000 1160.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0300 636011-001 18130.000 UN | 0.93000 16860.90| 0.88000 15954.40| 1.05000 19036.50 TRAFFIC CONTROL DEVICE | | | 0305 636012-010 3.000 EA | 530.00000 1590.00| 350.00000 1050.00| 527.17000 1581.51 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0310 636013-001 154.000 EA | 26.00000 4004.00| 3.50000 539.00| 5.27000 811.58 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0315 636014-001 400.000 HR | 80.00000 32000.00| 60.00000 24000.00| 60.53000 24212.00 FLAGGER | | | 0320 636014-002 30.000 HR | 42.00000 1260.00| 45.00000 1350.00| 45.00000 1350.00 TRAFFIC DIRECTOR | | | 0325 636017-001 575.000 LF | 28.00000 16100.00| 35.00000 20125.00| 32.04000 18423.00 TEMPORARY CONCRETE BARRIER | | | 0330 636025-001 5500.000 DA | 1.30000 7150.00| 1.20000 6600.00| 1.05000 5775.00 WARNING LIGHTS, TYPE B | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -6 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 25-1021993 |( 3 ) 55-0535003 |ORDERS CONSTRUCTION COMPANY, |TRUMBULL CORPORATION |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0335 636025-001 3600.000 DA | 0.79000 2844.00| 0.75000 2700.00| 1.05000 3780.00 WARNING LIGHTS, TYPE C | | | 0340 637001-001 1448.000 MG | 40.00000 57920.00| 35.00000 50680.00| 41.57000 60193.36 WATER FOR DUST PALLIATIVE | | | 0345 638002-001 198.000 EA | 120.00000 23760.00| 150.00000 29700.00| 145.15000 28739.70 RIGHT OF WAY MARKER | | | 0350 638003-001 18.000 EA | 360.00000 6480.00| 250.00000 4500.00| 206.47000 3716.46 SURVEY MARKER | | | 0355 638004-001 16.000 EA | 360.00000 5760.00| 125.00000 2000.00| 273.85000 4381.60 OUTLET MARKER | | | 0360 639001-001 LUMP | 280000.00000 280000.00| 150000.00000 150000.00| 235000.00000 235000.00 CONSTRUCTION LAYOUT STAKE | | | 0365 640002-001 24.000 MO | 2100.00000 50400.00| 500.00000 12000.00| 3058.27000 73398.48 LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0370 640003-001 LUMP | 1300.00000 1300.00| 5000.00000 5000.00| 5390.64000 5390.64 BUILDING EQUIPMENT | | | 0375 642001-001 2682.000 LF | 5.10000 13678.20| 1.20000 3218.40| 1.21000 3245.22 TEMPORARY BERM | | | 0380 642004-001 4375.000 LB | 0.15000 656.25| 0.15000 656.25| 0.16000 700.00 SEED MIXTURE, TEMPORARY | | | 0385 642005-001 146.000 TN | 360.00000 52560.00| 350.00000 51100.00| 369.02000 53876.92 MULCH, STRAW OR HAY | | | 0390 642006-001 29.000 TN | 490.00000 14210.00| 475.00000 13775.00| 500.81000 14523.49 FERTILIZER | | | 0395 642008-001 376.000 LF | 62.00000 23312.00| 60.00000 22560.00| 26.34000 9903.84 TEMPORARY PIPE | | | 0400 642009-001 2764.000 LF | 3.10000 8568.40| 1.20000 3316.80| 1.21000 3344.44 CONTOUR DITCH | | | 0405 642010-001 109.000 TN | 10.00000 1090.00| 10.00000 1090.00| 10.54000 1148.86 AGRICULTURAL LIMESTONE | | | 0410 642012-001 17834.000 LF | 5.10000 90953.40| 2.50000 44585.00| 3.41000 60813.94 SILT FENCE | | | 0415 642015-001 750.000 LF | 9.20000 6900.00| 8.00000 6000.00| 13.73000 10297.50 SUPER SILT FENCE | | | 0420 642031-001 945.000 EA | 39.00000 36855.00| 50.00000 47250.00| 61.21000 57843.45 DITCH CHECK | | | 0425 642033-001 22355.000 CY | 9.20000 205666.00| 14.00000 312970.00| 5.41000 120940.55 SEDIMENT TRAP | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -7 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 25-1021993 |( 3 ) 55-0535003 |ORDERS CONSTRUCTION COMPANY, |TRUMBULL CORPORATION |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0430 642050-001 13.000 EA | 350.00000 4550.00| 475.00000 6175.00| 348.31000 4528.03 DEWATERING DEVICE | | | 0434 651002-001 19560.000 CY | 2.60000 50856.00| 7.00000 136920.00| 3.45000 67482.00 PLACING STOCKPILED TOPSOIL | | | 0435 652001-001 109.000 TN | 21.00000 2289.00| 20.00000 2180.00| 21.09000 2298.81 AGRICULTURAL LIMESTONE | | | 0440 652002-001 29.000 TN | 1400.00000 40600.00| 1395.00000 40455.00| 1470.79000 42652.91 FERTILIZER, 10-20-10 | | | 0445 652002-002 11.000 TN | 770.00000 8470.00| 750.00000 8250.00| 790.75000 8698.25 FERTILIZER, UREA FORMALDEHYDE | | | 0450 652003-001 6929.000 LB | 1.70000 11779.30| 1.65000 11432.85| 1.74000 12056.46 SEED MIXTURES, B, C-1, OR C-2 | | | 0455 652004-001 146.000 TN | 200.00000 29200.00| 195.00000 28470.00| 205.59000 30016.14 STRAW OR HAY MULCH | | | 0460 655001-001 23172.000 SY | 1.30000 30123.60| 1.25000 28965.00| 1.32000 30587.04 MATTING TEMPORARY | | | 0465 655002-001 5586.000 SY | 4.10000 22902.60| 3.95000 22064.70| 4.16000 23237.76 PERMANENT EROSION MATTING, TYPE A | | | 0470 655002-001 257.000 SY | 5.10000 1310.70| 5.00000 1285.00| 5.27000 1354.39 PERMANENT EROSION MATTING, TYPE B | | | 0475 681001-001 LUMP | 2200.00000 2200.00| 10000.00000 10000.00| 10543.31000 10543.31 ASBESTOS ABATEMENT, NUMBER 5/1 | | | 0480 699000-001 2000.000 HR | 0.80000 1600.00| 0.80000 1600.00| 0.80000 1600.00 ON JOB TRAINING | | | 0485 401001-011 AA1 14023.000 TN | 54.00000 757242.00| 52.75000 739713.25| 53.00000 743219.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0490 401001-012 AA2 13385.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0495 402001-011 AB1 7902.000 TN | 68.00000 537336.00| 66.10000 522322.20| 69.00000 545238.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0500 402001-012 AB2 7542.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0505 402001-011 AC1 15873.000 TN | 49.00000 777777.00| 48.00000 761904.00| 50.00000 793650.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 37.5 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -8 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 25-1021993 |( 3 ) 55-0535003 |ORDERS CONSTRUCTION COMPANY, |TRUMBULL CORPORATION |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0510 402001-012 AC2 15151.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 37.5 | | | 0515 636002-001 AD1 400.000 TN | 23.00000 9200.00| 30.00000 12000.00| 20.32000 8128.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0520 636002-002 AD2 400.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | 0525 604002-012 AE1 234.000 LF | | | 15 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0530 604072-112 AE1 4.000 EA | | | 15 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0535 604037-012 AE2 234.000 LF | | | 15 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0540 604071-012 AE2 4.000 EA | | | 15 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0545 604076-012 AE3 234.000 LF | 55.00000 12870.00| 52.00000 12168.00| 47.04000 11007.36 15 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0550 604072-112 AE3 4.000 EA | 1000.00000 4000.00| 1400.00000 5600.00| 485.28000 1941.12 15 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0555 604002-016 AF1 2834.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0560 604071-016 AF1 7.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0565 604037-016 AF2 2834.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0570 604071-016 AF2 7.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -9 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 25-1021993 |( 3 ) 55-0535003 |ORDERS CONSTRUCTION COMPANY, |TRUMBULL CORPORATION |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0575 604076-016 AF3 2834.000 LF | 46.00000 130364.00| 50.00000 141700.00| 52.18000 147878.12 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0580 604072-116 AF3 7.000 EA | 1200.00000 8400.00| 1600.00000 11200.00| 625.44000 4378.08 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0585 604002-020 AG1 2509.000 LF | | | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0590 604072-120 AG1 3.000 EA | | | 24 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0595 604037-020 AG2 2509.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0600 604071-020 AG2 3.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0605 604076-020 AG3 2509.000 LF | 65.00000 163085.00| 75.00000 188175.00| 65.17000 163511.53 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0610 604072-120 AG3 3.000 EA | 1600.00000 4800.00| 2500.00000 7500.00| 839.71000 2519.13 24 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0615 604002-022 AH1 497.000 LF | | | 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0620 604037-022 AH2 497.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0625 604076-022 AH3 497.000 LF | 93.00000 46221.00| 90.00000 44730.00| 74.58000 37066.26 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0630 604002-024 AJ1 847.000 LF | | | 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0635 604037-024 AJ2 847.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -10 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 25-1021993 |( 3 ) 55-0535003 |ORDERS CONSTRUCTION COMPANY, |TRUMBULL CORPORATION |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0640 604076-024 AJ3 847.000 LF | 100.00000 84700.00| 90.00000 76230.00| 74.84000 63389.48 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0645 604002-032 AK1 25.000 LF | | | 60 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0650 604037-032 AK2 25.000 LF | | | 60 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0655 604076-032 AK3 25.000 LF | 260.00000 6500.00| 300.00000 7500.00| 277.01000 6925.25 60 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0660 604002-040 AL1 282.000 LF | | | 84 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0665 604037-040 AL2 282.000 LF | | | 84 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0670 604076-040 AL3 282.000 LF | 340.00000 95880.00| 450.00000 126900.00| 379.48000 107013.36 84 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | SECTION TOTALS | $ 17,072,458.44| $ 16,496,197.40| $ 16,852,547.34 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 REINFORCED BOX CUL STA. 331+26 (REL WV 9) Y007 | | | 0675 211002-000 144.000 CY | 11.00000 1584.00| 20.00000 2880.00| 22.93000 3301.92 ROCK BORROW EXCAVATION | | | 0680 212001-000 411.000 CY | 28.00000 11508.00| 55.00000 22605.00| 11.83000 4862.13 STRUCTURE EXCAVATION | | | 0685 212005-000 135.000 CY | 69.00000 9315.00| 55.00000 7425.00| 60.06000 8108.10 SELECT MATERIAL FOR BACKFILLING | | | 0690 601002-001 15.000 CY | 1700.00000 25500.00| 1125.00000 16875.00| 1770.92000 26563.80 CLASS B CONCRETE | | | 0695 602001-001 986.000 LB | 1.80000 1774.80| 3.00000 2958.00| 1.63000 1607.18 REINFORCING STEEL BAR | | | 0700 604070-060 176.000 LF | 470.00000 82720.00| 520.00000 91520.00| 563.08000 99102.08 6X5 FT PRECAST CONCRETE BOX CULVERT | | | 0705 639001-001 LUMP | 2800.00000 2800.00| 2500.00000 2500.00| 950.95000 950.95 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 135,201.80| $ 146,763.00| $ 144,496.16 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 REINFORCED BOX CULT STA. 358+61 (REL WV 9) Y007 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -11 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 25-1021993 |( 3 ) 55-0535003 |ORDERS CONSTRUCTION COMPANY, |TRUMBULL CORPORATION |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0710 211002-000 321.000 CY | 11.00000 3531.00| 20.00000 6420.00| 23.57000 7565.97 ROCK BORROW EXCAVATION | | | 0715 212001-000 877.000 CY | 23.00000 20171.00| 26.00000 22802.00| 11.82000 10366.14 STRUCTURE EXCAVATION | | | 0720 212005-000 292.000 CY | 69.00000 20148.00| 55.00000 16060.00| 60.07000 17540.44 SELECT MATERIAL FOR BACKFILLING | | | 0725 601002-001 38.000 CY | 1200.00000 45600.00| 600.00000 22800.00| 1219.21000 46329.98 CLASS B CONCRETE | | | 0730 602001-001 3421.000 LB | 1.70000 5815.70| 3.00000 10263.00| 1.58000 5405.18 REINFORCING STEEL BAR | | | 0735 604070-125 234.000 LF | 800.00000 187200.00| 870.00000 203580.00| 1029.90000 240996.60 12X8 FT PRECAST CONCRETE BOX CULVERT | | | 0740 639001-001 LUMP | 2800.00000 2800.00| 2500.00000 2500.00| 950.95000 950.95 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 285,265.70| $ 284,425.00| $ 329,155.26 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 REINFORCED BOX CULVT STA.367+27 (REL WV 9) Y007 | | | 0745 211002-000 295.000 CY | 11.00000 3245.00| 20.00000 5900.00| 23.01000 6787.95 ROCK BORROW EXCAVATION | | | 0750 212001-000 896.000 CY | 22.00000 19712.00| 45.00000 40320.00| 35.13000 31476.48 STRUCTURE EXCAVATION | | | 0755 212005-000 367.000 CY | 69.00000 25323.00| 55.00000 20185.00| 60.06000 22042.02 SELECT MATERIAL FOR BACKFILLING | | | 0760 601002-001 91.000 CY | 1200.00000 109200.00| 500.00000 45500.00| 1169.49000 106423.59 CLASS B CONCRETE | | | 0765 602001-001 7581.000 LB | 1.60000 12129.60| 1.70000 12887.70| 1.48000 11219.88 REINFORCING STEEL BAR | | | 0770 604070-161 200.000 LF | 1400.00000 280000.00| 1550.00000 310000.00| 1731.25000 346250.00 12X12 FT PRECAST CONCRETE BOX CULVERT | | | 0775 639001-001 LUMP | 2800.00000 2800.00| 2500.00000 2500.00| 950.95000 950.95 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 452,409.60| $ 437,292.70| $ 525,150.87 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 SIGNING AND PAVEMENT MARKINGS Y002 | | | 0780 657006-001 236.000 LF | 25.00000 5900.00| 24.00000 5664.00| 25.30000 5970.80 S4X7.7, A-441 SUPPORT, GALVANIZED | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -12 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 25-1021993 |( 3 ) 55-0535003 |ORDERS CONSTRUCTION COMPANY, |TRUMBULL CORPORATION |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0785 657006-005 156.000 LF | 31.00000 4836.00| 30.00000 4680.00| 31.63000 4934.28 W6X12, A-441 SUPPORT, GALVANIZED | | | 0790 657006-010 220.000 LF | 36.00000 7920.00| 35.00000 7700.00| 36.90000 8118.00 W8X18, A-441 SUPPORT, GALVANIZED | | | 0795 657008-001 242.000 LF | 7.20000 1742.40| 7.00000 1694.00| 7.38000 1785.96 2.00 LB CHANNEL POST | | | 0800 657010-001 837.000 LF | 8.20000 6863.40| 8.00000 6696.00| 8.43000 7055.91 3.00 LB CHANNEL POST | | | 0805 657017-001 23.000 CY | 1400.00000 32200.00| 1400.00000 32200.00| 1476.06000 33949.38 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE ROADSIDE | | | 0810 658001-001 32.000 CY | 1400.00000 44800.00| 1400.00000 44800.00| 1476.06000 47233.92 CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD OVERHEAD | | | 0815 658002-001 1.000 EA | 33000.00000 33000.00| 32000.00000 32000.00| 33738.58000 33738.58 OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION COMBINATION 01 | | | 0820 658002-001 1.000 EA | 31000.00000 31000.00| 30000.00000 30000.00| 31629.92000 31629.92 OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION COMBINATION 02 | | | 0825 658002-001 1.000 EA | 32000.00000 32000.00| 31000.00000 31000.00| 32684.25000 32684.25 OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION COMBINATION 03 | | | 0830 659001-001 LUMP | 21000.00000 21000.00| 19900.00000 19900.00| 20981.18000 20981.18 SIGN LIGHTING, TYPE 3 01 | | | 0835 659001-001 LUMP | 30000.00000 30000.00| 19800.00000 19800.00| 20875.75000 20875.75 SIGN LIGHTING, TYPE 3 02 | | | 0840 659001-001 LUMP | 24000.00000 24000.00| 18500.00000 18500.00| 19505.12000 19505.12 SIGN LIGHTING, TYPE 3 03 | | | 0845 661001-001 624.000 SF | 20.00000 12480.00| 19.00000 11856.00| 20.03000 12498.72 0.080 IN FLAT SHEET SIGN | | | 0850 661002-001 2918.000 SF | 22.00000 64196.00| 21.00000 61278.00| 22.14000 64604.52 EXTRUDED PANEL SIGN | | | 0855 661004-001 84.000 EA | 4.10000 344.40| 4.00000 336.00| 4.22000 354.48 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | WHITE | | | 0860 661008-001 4.000 EA | 46.00000 184.00| 45.00000 180.00| 47.45000 189.80 DELINEATOR BRACKET, TYPE C | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -13 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 25-1021993 |( 3 ) 55-0535003 |ORDERS CONSTRUCTION COMPANY, |TRUMBULL CORPORATION |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0865 661013-001 139.000 EA | 31.00000 4309.00| 30.00000 4170.00| 31.63000 4396.57 PLASTIC DELINEATOR POST, (WHITE) | | | 0870 663001-004 52672.000 LF | 0.13000 6847.36| 0.12000 6320.64| 0.11000 5793.92 EDGE LINE, TYPE II WHITE | | | 0875 663001-004 30700.000 LF | 0.13000 3991.00| 0.12000 3684.00| 0.11000 3377.00 EDGE LINE, TYPE II YELLOW | | | 0880 663002-005 7790.000 LF | 0.13000 1012.70| 0.12000 934.80| 0.13000 1012.70 LANE LINE OR CENTERLINE, TYPE II WHITE | | | 0885 663003-005 20520.000 LF | 0.13000 2667.60| 0.12000 2462.40| 0.11000 2257.20 BARRIER LINE, TYPE II | | | 0890 663004-004 450.000 LF | 0.25000 112.50| 0.24000 108.00| 0.16000 72.00 CHANNELIZING LINE, TYPE II . | | | 0895 663005-010 135.000 LF | 12.00000 1620.00| 11.75000 1586.25| 12.65000 1707.75 STOP LINE, TYPE V (24") | | | 0900 663006-010 210.000 LF | 5.30000 1113.00| 5.00000 1050.00| 8.43000 1770.30 CROSSWALK LINE, TYPE V (6") | | | 0905 663007-010 800.000 LF | 12.00000 9600.00| 11.75000 9400.00| 12.65000 10120.00 STRIPE, TYPE V WHITE (24") | | | 0910 663009-025 10.000 EA | 180.00000 1800.00| 175.00000 1750.00| 26.36000 263.60 BICYCLE SYMBOL, TYPE V | | | 0915 663010-010 10.000 EA | 170.00000 1700.00| 165.00000 1650.00| 184.51000 1845.10 LANE ARROW, TYPE V | | | 0920 663011-010 20.000 EA | 55.00000 1100.00| 52.00000 1040.00| 68.53000 1370.60 LANE LETTER, TYPE V | | | 0925 663012-208 390.000 EA | 21.00000 8190.00| 19.80000 7722.00| 26.36000 10280.40 RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 396,529.36| $ 370,162.09| $ 390,377.71 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 COMPUTER SYSTEM I000 | | | 0930 640004-001 LUMP | 5100.00000 5100.00| 5000.00000 5000.00| 6738.31000 6738.31 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 5,100.00| $ 5,000.00| $ 6,738.31 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0007 WATER LINE RELOCATION | | | 0935 639001-001 LUMP | 2600.00000 2600.00| 12000.00000 12000.00| 4754.72000 4754.72 CONSTRUCTION LAYOUT STAKE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -14 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 25-1021993 |( 3 ) 55-0535003 |ORDERS CONSTRUCTION COMPANY, |TRUMBULL CORPORATION |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0940 670004-222 25.000 LF | 340.00000 8500.00| 100.00000 2500.00| 261.93000 6548.25 8 INCH DUCTILE IRON PIPE, TYPE II, | | | CLASS 52 | | | 0945 670004-262 720.000 LF | 210.00000 151200.00| 120.00000 86400.00| 99.40000 71568.00 12 INCH DUCTILE IRON PIPE, TYPE II, | | | CLASS 52 | | | 0950 670010-380 250.000 LF | 170.00000 42500.00| 285.00000 71250.00| 141.65000 35412.50 24 INCH STEEL CASING PIPE, THICKNESS 0. | | | 375 IN | | | 0955 670019-001 2.000 EA | 6000.00000 12000.00| 4500.00000 9000.00| 8567.38000 17134.76 SPECIAL VALVE, CUTTING-IN VALVE WITH | | | BOX AND LID | | | SECTION TOTALS | $ 216,800.00| $ 181,150.00| $ 135,418.23 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0008 SANITARY SEWER LINE RELOCATION | | | 0960 639001-001 LUMP | 2600.00000 2600.00| 12000.00000 12000.00| 4754.72000 4754.72 CONSTRUCTION LAYOUT STAKE | | | 0965 675007-020 985.000 LF | 70.00000 68950.00| 65.00000 64025.00| 33.23000 32731.55 6 INCH PLASTIC SEWER PIPE | | | 0970 675008-261 703.000 LF | 110.00000 77330.00| 245.00000 172235.00| 143.65000 100985.95 12 INCH DUCTILE IRON SEWER PIPE, TYPE I | | | CLASS 50 | | | 0975 675014-001 3.000 EA | 3800.00000 11400.00| 3000.00000 9000.00| 2500.00000 7500.00 MANHOLE COMPLETE, INCLUDING CASTING | | | 0980 675017-001 1.000 EA | 1700.00000 1700.00| 750.00000 750.00| 1551.30000 1551.30 ABANDONING MANHOLE | | | 0985 675021-280 565.000 LF | 110.00000 62150.00| 240.00000 135600.00| 89.31000 50460.15 14 INCH STEEL CASING PIPE, THICKNESS 0. | | | 375 IN | | | 0990 675021-380 475.000 LF | 170.00000 80750.00| 465.00000 220875.00| 128.52000 61047.00 24 INCH STEEL CASING PIPE, THICKNESS 0. | | | 375 IN | | | SECTION TOTALS | $ 304,880.00| $ 614,485.00| $ 259,030.67 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0009 BRIDGE NO. 10315 (WV 9 OVER CO. RTE. 1) | | | 0995 207034-000 404.000 SY | 1.60000 646.40| 1.40000 565.60| 1.16000 468.64 FABRIC FOR SEPARATION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -15 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 25-1021993 |( 3 ) 55-0535003 |ORDERS CONSTRUCTION COMPANY, |TRUMBULL CORPORATION |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1000 212005-000 164.000 CY | 110.00000 18040.00| 55.00000 9020.00| 100.16000 16426.24 SELECT MATERIAL FOR BACKFILLING | | | 1005 601002-001 296.000 CY | 670.00000 198320.00| 670.00000 198320.00| 706.40000 209094.40 CLASS B CONCRETE | | | 1010 601009-001 471.000 CY | 870.00000 409770.00| 1000.00000 471000.00| 922.54000 434516.34 CLASS H CONCRETE | | | 1015 601009-003 52.000 CY | 2300.00000 119600.00| 1700.00000 88400.00| 1792.36000 93202.72 CLASS H CONCRETE, ARCHITECTURAL | | | 1020 602001-001 51604.000 LB | 1.10000 56764.40| 1.20000 61924.80| 1.14000 58828.56 REINFORCING STEEL BAR | | | 1025 602002-001 93255.000 LB | 1.20000 111906.00| 1.30000 121231.50| 1.21000 112838.55 EPOXY COATED REINFORCING STEEL BAR | | | 1030 615001-001 337105.000 LS | 670000.00000 670000.00| 570000.00000 570000.00| 686830.88000 686830.88 STEEL SUPERSTRUCTURE | | | 1035 615029-001 16.000 EA | 770.00000 12320.00| 650.00000 10400.00| 484.99000 7759.84 NON-GUIDED BEARING, ELASTOMERIC | | | 1040 625001-012 520.000 LF | 300.00000 156000.00| 330.00000 171600.00| 479.72000 249454.40 36 INCH DIAMETER DRILLED CAISSONS | | | 1045 625003-012 154.000 LF | 780.00000 120120.00| 790.00000 121660.00| 870.88000 134115.52 36 INCH ROCK SOCKET FOUNDATION | | | 1055 625005-001 758.000 LF | 32.00000 24256.00| 45.00000 34110.00| 42.17000 31964.86 PREINSTALLATION CORE HOLE | | | 1060 639001-001 LUMP | 17000.00000 17000.00| 10000.00000 10000.00| 10543.31000 10543.31 CONSTRUCTION LAYOUT STAKE | | | 1065 662002-001 LUMP | 6200.00000 6200.00| 14800.00000 14800.00| 15604.09000 15604.09 GALVANIZED STEEL CONDUIT | | | 1070 626002-001 BB1 8244.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 1075 626002-002 BB2 8244.000 SF | 63.00000 519372.00| 63.00000 519372.00| 62.46000 514920.24 MSE RETAINING WALL, REINFORCED EARTH | | | 1080 626002-003 BB3 8244.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 1085 626002-004 BB4 8244.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 1090 626002-005 BB5 8244.000 SF | | | MSE RETAINING WALL, ARES | | | 1095 626002-006 BB6 8244.000 SF | | | MSE RETAINING WALL, TRICON | | | SECTION TOTALS | $ 2,440,314.80| $ 2,402,403.90| $ 2,576,568.59 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0010 BRIDGE NO. 10316 (FARM ACCESS RD. OVER WV 9) | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -16 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 25-1021993 |( 3 ) 55-0535003 |ORDERS CONSTRUCTION COMPANY, |TRUMBULL CORPORATION |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1100 207034-000 136.000 SY | 1.60000 217.60| 1.40000 190.40| 1.16000 157.76 FABRIC FOR SEPARATION | | | 1105 212001-000 272.000 CY | 24.00000 6528.00| 15.00000 4080.00| 26.36000 7169.92 STRUCTURE EXCAVATION | | | 1110 212005-000 70.000 CY | 110.00000 7700.00| 55.00000 3850.00| 99.11000 6937.70 SELECT MATERIAL FOR BACKFILLING | | | 1115 601002-001 119.000 CY | 1000.00000 119000.00| 600.00000 71400.00| 658.96000 78416.24 CLASS B CONCRETE | | | 1120 601009-001 196.000 CY | 1000.00000 196000.00| 1000.00000 196000.00| 1012.16000 198383.36 CLASS H CONCRETE | | | 1125 601009-003 34.000 CY | 2400.00000 81600.00| 2000.00000 68000.00| 1845.08000 62732.72 CLASS H CONCRETE, ARCHITECTURAL | | | 1130 602001-001 11316.000 LB | 1.10000 12447.60| 1.20000 13579.20| 1.13000 12787.08 REINFORCING STEEL BAR | | | 1135 602002-001 41898.000 LB | 1.20000 50277.60| 1.30000 54467.40| 1.23000 51534.54 EPOXY COATED REINFORCING STEEL BAR | | | 1140 615001-001 229906.000 LS | 430000.00000 430000.00| 390000.00000 390000.00| 442800.64000 442800.64 STEEL SUPERSTRUCTURE | | | 1145 615029-001 6.000 EA | 890.00000 5340.00| 650.00000 3900.00| 463.91000 2783.46 NON-GUIDED BEARING, ELASTROMETRIC | | | 1150 639001-001 LUMP | 9300.00000 9300.00| 10000.00000 10000.00| 7485.75000 7485.75 CONSTRUCTION LAYOUT STAKE | | | 1155 626002-001 CC1 3879.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 1160 626002-002 CC2 3879.000 SF | 48.00000 186192.00| 80.00000 310320.00| 125.08000 485185.32 MSE RETAINING WALL, REINFORCED EARTH | | | 1165 626002-003 CC3 3879.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 1170 626002-004 CC4 3879.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 1175 626002-005 CC5 3879.000 SF | | | MSE RETAINING WALL, ARES | | | 1180 626002-006 CC6 3879.000 SF | | | MSE RETAINING WALL, TRICON | | | SECTION TOTALS | $ 1,104,602.80| $ 1,125,787.00| $ 1,356,374.49 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0011 BRIDGE NO. 10320 (COAST GUARD DR. OVER WV 9) | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -17 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 25-1021993 |( 3 ) 55-0535003 |ORDERS CONSTRUCTION COMPANY, |TRUMBULL CORPORATION |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1185 207034-000 166.000 SY | 1.60000 265.60| 1.40000 232.40| 1.16000 192.56 FABRIC FOR SEPARATION | | | 1190 211002-000 182.000 CY | 19.00000 3458.00| 30.00000 5460.00| 33.74000 6140.68 ROCK BORROW EXCAVATION | | | 1195 212001-000 37.000 CY | 360.00000 13320.00| 15.00000 555.00| 79.07000 2925.59 STRUCTURE EXCAVATION | | | 1200 212005-000 84.000 CY | 100.00000 8400.00| 55.00000 4620.00| 102.27000 8590.68 SELECT MATERIAL FOR BACKFILLING | | | 1205 218004-001 295.000 SY | 23.00000 6785.00| 80.00000 23600.00| 33.74000 9953.30 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 1210 601002-001 135.000 CY | 710.00000 95850.00| 700.00000 94500.00| 664.23000 89671.05 CLASS B CONCRETE | | | 1215 601002-003 97.000 CY | 620.00000 60140.00| 850.00000 82450.00| 817.11000 79259.67 CLASS B CONCRETE, ARCHITECTURAL | | | 1220 601009-001 511.000 CY | 790.00000 403690.00| 1000.00000 511000.00| 927.81000 474110.91 CLASS H CONCRETE | | | 1225 601009-003 48.000 CY | 2300.00000 110400.00| 1800.00000 86400.00| 1792.36000 86033.28 CLASS H CONCRETE, ARCHITECTURAL | | | 1230 602001-001 29939.000 LB | 1.10000 32932.90| 1.20000 35926.80| 1.13000 33831.07 REINFORCING STEEL BAR | | | 1235 602002-001 103422.000 LB | 1.20000 124106.40| 1.30000 134448.60| 1.23000 127209.06 EPOXY COATED REINFORCING STEEL BAR | | | 1240 615001-001 355496.000 LS | 690000.00000 690000.00| 630000.00000 630000.00| 756608.21000 756608.21 STEEL SUPERSTRUCTURE | | | 1244 615029-001 4.000 EA | 700.00000 2800.00| 650.00000 2600.00| 1396.99000 5587.96 NON-GUIDED BEARING, ELASTOMERIC | | | 1245 615030-001 8.000 EA | 1400.00000 11200.00| 650.00000 5200.00| 342.66000 2741.28 FIXED BEARING, ELASTOMERIC | | | 1255 616005-006 1592.000 LF | 120.00000 191040.00| 135.00000 214920.00| 131.79000 209809.68 HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 1260 617003-001 290.000 LF | 81.00000 23490.00| 66.00000 19140.00| 75.38000 21860.20 ALUMINUM RAILING | | | 1265 639001-001 LUMP | 12000.00000 12000.00| 10000.00000 10000.00| 8540.08000 8540.08 CONSTRUCTION LAYOUT STAKE | | | 1270 626002-001 DD1 3307.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 1275 626002-002 DD2 3307.000 SF | 48.00000 158736.00| 76.00000 251332.00| 66.22000 218989.54 MSE RETAINING WALL, REINFORCED EARTH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -18 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 25-1021993 |( 3 ) 55-0535003 |ORDERS CONSTRUCTION COMPANY, |TRUMBULL CORPORATION |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1280 626002-003 DD3 3307.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 1285 626002-004 DD4 3307.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 1290 626002-005 DD5 3307.000 SF | | | MSE RETAINING WALL, ARES | | | 1295 626002-006 DD6 3307.000 SF | | | MSE RETAINING WALL, TRICON | | | SECTION TOTALS | $ 1,948,613.90| $ 2,112,384.80| $ 2,142,054.80 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0012 BRIDGE NO. 10321 (WV 9 OVER CO. RTE.9/19) | | | 1300 207034-000 717.000 SY | 1.60000 1147.20| 1.40000 1003.80| 1.16000 831.72 FABRIC FOR SEPARATION | | | 1305 212005-000 293.000 CY | 86.00000 25198.00| 55.00000 16115.00| 97.00000 28421.00 SELECT MATERIAL FOR BACKFILLING | | | 1310 601002-001 393.000 CY | 660.00000 259380.00| 800.00000 314400.00| 727.49000 285903.57 CLASS B CONCRETE | | | 1315 601009-001 698.000 CY | 780.00000 544440.00| 1000.00000 698000.00| 864.55000 603455.90 CLASS H CONCRETE | | | 1320 601009-003 51.000 CY | 2300.00000 117300.00| 1800.00000 91800.00| 1792.36000 91410.36 CLASS H CONCRETE, ARCHITECTURAL | | | 1325 602001-001 65762.000 LB | 1.10000 72338.20| 1.20000 78914.40| 1.14000 74968.68 REINFORCING STEEL BAR | | | 1330 602002-001 118085.000 LB | 1.20000 141702.00| 1.30000 153510.50| 1.23000 145244.55 EPOXY COATED REINFORCING STEEL BAR | | | 1335 603018-035 1449.000 LF | 440.00000 637560.00| 400.00000 579600.00| 401.96000 582440.04 72 INCH PRESTRESSED CONCRETE I BEAM | | | 1340 615029-001 24.000 EA | 410.00000 9840.00| 850.00000 20400.00| 453.36000 10880.64 NON-GUIDED BEARING, ELASTOMETRIC | | | 1345 625001-012 254.000 LF | 320.00000 81280.00| 350.00000 88900.00| 711.67000 180764.18 36 INCH DIAMETER DRILLED CAISSONS | | | 1350 625003-012 165.000 LF | 800.00000 132000.00| 810.00000 133650.00| 928.87000 153263.55 36 INCH ROCK SOCKET FOUNDATION | | | 1360 625005-001 515.000 LF | 37.00000 19055.00| 45.00000 23175.00| 42.17000 21717.55 PREINSTALLATION CORE HOLE | | | 1365 639001-001 LUMP | 17000.00000 17000.00| 10000.00000 10000.00| 12862.83000 12862.83 CONSTRUCTION LAYOUT STAKE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -19 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 25-1021993 |( 3 ) 55-0535003 |ORDERS CONSTRUCTION COMPANY, |TRUMBULL CORPORATION |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1370 662002-001 LUMP | 6200.00000 6200.00| 15200.00000 15200.00| 16025.83000 16025.83 GALVANIZED STEEL CONDUIT | | | 1375 626002-001 EE1 11257.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 1380 626002-002 EE2 11257.000 SF | 57.00000 641649.00| 72.00000 810504.00| 69.44000 781686.08 MSE RETAINING WALL, REINFORCED EARTH | | | 1385 626002-003 EE3 11257.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 1390 626002-004 EE4 11257.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 1395 626002-005 EE5 11257.000 SF | | | MSE RETAINING WALL, ARES | | | 1400 626002-006 EE6 11257.000 SF | | | MSE RETAINING WALL, TRICON | | | SECTION TOTALS | $ 2,706,089.40| $ 3,035,172.70| $ 2,989,876.48 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0013 SEDIMENT BASINS | | | 1405 207001-001 798.000 CY | 14.00000 11172.00| 13.00000 10374.00| 8.22000 6559.56 UNCLASSIFIED EXCAVATION | | | 1410 207034-000 509.000 SY | 3.20000 1628.80| 2.00000 1018.00| 2.67000 1359.03 FABRIC FOR SEPARATION | | | 1415 211001-000 563.000 CY | 24.00000 13512.00| 10.00000 5630.00| 8.22000 4627.86 UNCLASSIFIED BORROW EXCAVATION | | | 1420 211017-001 353.000 SF | 11.00000 3883.00| 8.00000 2824.00| 4.74000 1673.22 IMPERVIOUS CORE | | | 1425 604057-016 264.000 LF | 49.00000 12936.00| 70.00000 18480.00| 69.53000 18355.92 18 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 1430 604057-020 30.000 LF | 80.00000 2400.00| 85.00000 2550.00| 75.54000 2266.20 24 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 1435 642035-001 9.000 EA | 2800.00000 25200.00| 3300.00000 29700.00| 3217.42000 28956.78 RISER | | | 1440 642036-001 2880.000 CY | 6.20000 17856.00| 3.00000 8640.00| 4.38000 12614.40 SEDIMENT REMOVAL | | | 1445 639001-001 LUMP | 2800.00000 2800.00| 5000.00000 5000.00| 4923.19000 4923.19 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 91,387.80| $ 84,216.00| $ 81,336.16 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 27,159,653.60| $ 27,295,439.59| $ 27,789,125.07 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -20 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23-1374051 |( 5 ) 31-1316393 |( 6 ) 55-0575884 |NEW ENTERPRISE STONE & LIME |AHERN & ASSOCIATES, INC. |GROUND BREAKERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN, PAVE I000 | | | 0005 201001-000 1.000 LS | 789000.00000 789000.00| 689798.21000 689798.21| 500000.00000 500000.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 3400.00000 3400.00| 1.00000 1.00| 5000.00000 5000.00 BUILDING DEMOLITION NUMBER, 11/1 | | | 0015 202001-000 1.000 LS | 4500.00000 4500.00| 750.00000 750.00| 5000.00000 5000.00 BUILDING DEMOLITION NUMBER, 19-1/1 | | | 0020 202001-000 1.000 LS | 4500.00000 4500.00| 1.00000 1.00| 5000.00000 5000.00 BUILDING DEMOLITION NUMBER, 19-1/2 | | | 0025 202001-000 1.000 LS | 18200.00000 18200.00| 12000.00000 12000.00| 12000.00000 12000.00 BUILDING DEMOLITION NUMBER, 5/1 | | | 0030 202001-000 1.000 LS | 5700.00000 5700.00| 1200.00000 1200.00| 3000.00000 3000.00 BUILDING DEMOLITION NUMBER, 5/2 | | | 0035 202002-000 LUMP | 1500.00000 1500.00| 1800.00000 1800.00| 1200.00000 1200.00 WATER WELL ABANDONMENT NUMBER, 5/3 | | | 0040 202003-000 LUMP | 4000.00000 4000.00| 2000.00000 2000.00| 1200.00000 1200.00 SEPTIC TANK ABANDONMENT NUMBER, 5/4 | | | 0045 204001-000 LUMP | 835000.00000 835000.00| 1462000.00000 1462000.00| 1315700.00000 1315700.00 MOBILIZATION | | | 0050 207001-001 756688.000 CY | 5.25000 3972612.00| 5.70000 4313121.60| 6.00000 4540128.00 UNCLASSIFIED EXCAVATION | | | 0055 207002-000 27398.000 CY | 21.00000 575358.00| 30.00000 821940.00| 25.00000 684950.00 SUBGRADE | | | 0060 207034-000 178426.000 SY | 1.25000 223032.50| 1.10000 196268.60| 1.30000 231953.80 FABRIC FOR SEPARATION | | | 0065 211008-000 500.000 TN | 21.00000 10500.00| 25.00000 12500.00| 26.00000 13000.00 ROCK BORROW EXCAVATION | | | 0070 307001-000 6103.000 CY | 40.00000 244120.00| 48.00000 292944.00| 42.00000 256326.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0075 307001-000 2762.000 CY | 34.00000 93908.00| 53.00000 146386.00| 45.00000 124290.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0080 311006-001 14064.000 CY | 73.00000 1026672.00| 64.00000 900096.00| 71.50000 1005576.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0085 408002-001 2072.000 GA | 3.00000 6216.00| 1.00000 2072.00| 2.75000 5698.00 BITUMINOUS MATERIAL | | | 0090 410001-002 61953.000 LF | 0.25000 15488.25| 0.40000 24781.20| 0.25000 15488.25 SAWED RUMBLE STRIP | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -21 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23-1374051 |( 5 ) 31-1316393 |( 6 ) 55-0575884 |NEW ENTERPRISE STONE & LIME |AHERN & ASSOCIATES, INC. |GROUND BREAKERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 501001-008 224.000 SY | 203.00000 45472.00| 125.00000 28000.00| 125.00000 28000.00 8 INCH REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0100 501005-010 78695.000 SY | 43.00000 3383885.00| 48.30000 3800968.50| 59.00000 4643005.00 10 INCH NON-REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0105 501010-001 8.000 EA | 3400.00000 27200.00| 6000.00000 48000.00| 3900.00000 31200.00 BRIDGE APPROACH EXPANSION JOINT | | | 0110 502001-012 1954.000 SY | 188.00000 367352.00| 190.00000 371260.00| 200.00000 390800.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0115 601002-001 144.000 CY | 1264.00000 182016.00| 1475.00000 212400.00| 1400.00000 201600.00 CLASS B CONCRETE | | | 0120 604037-012 27.000 LF | 82.00000 2214.00| 94.00000 2538.00| 70.00000 1890.00 15 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0125 604037-016 57.000 LF | 75.00000 4275.00| 88.00000 5016.00| 70.00000 3990.00 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0130 604037-022 111.000 LF | 127.00000 14097.00| 147.00000 16317.00| 120.00000 13320.00 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0135 604037-024 589.000 LF | 158.00000 93062.00| 180.00000 106020.00| 145.00000 85405.00 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0140 604037-040 23.000 LF | 612.00000 14076.00| 588.00000 13524.00| 1000.00000 23000.00 84 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0145 604041-005 31.000 LF | 224.00000 6944.00| 124.00000 3844.00| 110.00000 3410.00 23X14 INCH REINFORCED CONCRETE | | | ELLIPTICAL PIPE, CLASS HE-II | | | 0150 604041-024 47.000 LF | 195.00000 9165.00| 155.00000 7285.00| 170.00000 7990.00 38X24 INCH REINFORCED CONCRETE | | | ELLIPTICAL PIPE, CLASS HE-II | | | 0155 604041-055 55.000 LF | 401.00000 22055.00| 435.00000 23925.00| 650.00000 35750.00 76X48 INCH REINFORCED CONCRETE | | | ELLIPTICAL PIPE, CLASS HE-II | | | 0160 604041-061 164.000 LF | 679.00000 111356.00| 555.00000 91020.00| 900.00000 147600.00 91X58 INCH REINFORCED CONCRETE | | | ELLIPTICAL PIPE, CLASS HE-II | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -22 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23-1374051 |( 5 ) 31-1316393 |( 6 ) 55-0575884 |NEW ENTERPRISE STONE & LIME |AHERN & ASSOCIATES, INC. |GROUND BREAKERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0165 604071-012 2.000 EA | 1100.00000 2200.00| 660.00000 1320.00| 700.00000 1400.00 15 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0170 604071-022 2.000 EA | 1658.00000 3316.00| 1270.00000 2540.00| 2100.00000 4200.00 30 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0175 604071-024 1.000 EA | 2200.00000 2200.00| 1825.00000 1825.00| 2800.00000 2800.00 36 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0180 604073-024 2.000 EA | 3440.00000 6880.00| 3300.00000 6600.00| 3000.00000 6000.00 38X24 REINFORCED CONCRETE ELLIPTICAL | | | PIPE SAFETY SLOPE END SECTION | | | 0185 605006-001 7.000 EA | 2384.00000 16688.00| 4700.00000 32900.00| 4800.00000 33600.00 TYPE D INLET | | | 0190 605009-001 26.000 EA | 2071.00000 53846.00| 2800.00000 72800.00| 2000.00000 52000.00 TYPE G INLET | | | 0195 605014-001 3.000 EA | 13122.00000 39366.00| 14000.00000 42000.00| 4500.00000 13500.00 MODIFIED INLET, TYPE G | | | 0200 606029-001 29857.000 LF | 8.40000 250798.80| 7.00000 208999.00| 7.75000 231391.75 FREE DRAINING BASE TRENCH | | | 0205 606030-001 1860.000 LF | 20.60000 38316.00| 18.00000 33480.00| 15.00000 27900.00 OUTLET PIPE, 6 INCH | | | 0210 607001-001 15430.000 LF | 13.70000 211391.00| 12.00000 185160.00| 13.00000 200590.00 TYPE 1 GUARDRAIL, CLASS I | | | 0215 607001-001 385.000 LF | 11.30000 4350.50| 9.85000 3792.25| 15.00000 5775.00 TYPE 1 GUARDRAIL, CLASS III | | | 0220 607006-001 19.000 EA | 1172.00000 22268.00| 1025.00000 19475.00| 1100.00000 20900.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0225 607030-001 40.000 EA | 492.00000 19680.00| 430.00000 17200.00| 495.00000 19800.00 SPECIAL TRAILING END TERMINAL | | | 0230 607065-001 8.000 EA | 1600.00000 12800.00| 1400.00000 11200.00| 1475.00000 11800.00 FLARED END TERMINAL | | | 0235 607066-001 27.000 EA | 1800.00000 48600.00| 1575.00000 42525.00| 1650.00000 44550.00 TANGENT END TERMINAL | | | 0240 608002-001 27118.000 LF | 8.00000 216944.00| 7.05000 191181.90| 7.50000 203385.00 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0245 608003-001 400.000 LF | 7.50000 3000.00| 6.55000 2620.00| 7.50000 3000.00 3 FT 11 IN TEMPORARY FENCE FARM FIELD | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -23 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23-1374051 |( 5 ) 31-1316393 |( 6 ) 55-0575884 |NEW ENTERPRISE STONE & LIME |AHERN & ASSOCIATES, INC. |GROUND BREAKERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0250 608003-005 180.000 LF | 12.00000 2160.00| 10.50000 1890.00| 15.00000 2700.00 5 FT TEMPORARY FENCE CHAIN LINK | | | 0255 608004-001 1.000 EA | 740.00000 740.00| 650.00000 650.00| 200.00000 200.00 4 FT PEDESTRIAN GATE, CHAIN LINK CHAIN | | | LINK | | | 0260 609001-001 698.000 SY | 93.00000 64914.00| 55.00000 38390.00| 81.00000 56538.00 CONCRETE SIDEWALK | | | 0262 609005-001 3.000 EA | 850.00000 2550.00| 1400.00000 4200.00| 680.00000 2040.00 SIDEWALK RAMP | | | 0265 610001-001 2908.000 LF | 25.00000 72700.00| 28.00000 81424.00| 20.00000 58160.00 PLAIN CONCRETE CURBING, TYPE I | | | 0275 633001-001 768.000 SY | 122.00000 93696.00| 125.00000 96000.00| 140.00000 107520.00 CONCRETE GUTTER | | | 0280 633003-001 163.000 CY | 74.00000 12062.00| 75.00000 12225.00| 30.00000 4890.00 DUMPED ROCK GUTTER | | | 0285 636007-001 1000.000 LF | 0.85000 850.00| 0.75000 750.00| 0.70000 700.00 ERADICATION OF PAVEMENT MARKING | | | 0290 636008-001 20000.000 LF | 0.16000 3200.00| 0.14000 2800.00| 0.15000 3000.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0295 636009-001 1000.000 LF | 1.20000 1200.00| 1.05000 1050.00| 1.00000 1000.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0300 636011-001 18130.000 UN | 1.00000 18130.00| 0.88000 15954.40| 0.85000 15410.50 TRAFFIC CONTROL DEVICE | | | 0305 636012-010 3.000 EA | 575.00000 1725.00| 350.00000 1050.00| 1.00000 3.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0310 636013-001 154.000 EA | 7.00000 1078.00| 6.00000 924.00| 1.00000 154.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0315 636014-001 400.000 HR | 50.00000 20000.00| 50.00000 20000.00| 55.00000 22000.00 FLAGGER | | | 0320 636014-002 30.000 HR | 60.00000 1800.00| 50.00000 1500.00| 55.00000 1650.00 TRAFFIC DIRECTOR | | | 0325 636017-001 575.000 LF | 36.00000 20700.00| 25.00000 14375.00| 32.00000 18400.00 TEMPORARY CONCRETE BARRIER | | | 0330 636025-001 5500.000 DA | 1.35000 7425.00| 1.20000 6600.00| 1.25000 6875.00 WARNING LIGHTS, TYPE B | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -24 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23-1374051 |( 5 ) 31-1316393 |( 6 ) 55-0575884 |NEW ENTERPRISE STONE & LIME |AHERN & ASSOCIATES, INC. |GROUND BREAKERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0335 636025-001 3600.000 DA | 0.85000 3060.00| 0.75000 2700.00| 1.25000 4500.00 WARNING LIGHTS, TYPE C | | | 0340 637001-001 1448.000 MG | 0.01000 14.48| 45.00000 65160.00| 50.00000 72400.00 WATER FOR DUST PALLIATIVE | | | 0345 638002-001 198.000 EA | 105.00000 20790.00| 45.00000 8910.00| 100.00000 19800.00 RIGHT OF WAY MARKER | | | 0350 638003-001 18.000 EA | 254.00000 4572.00| 195.00000 3510.00| 250.00000 4500.00 SURVEY MARKER | | | 0355 638004-001 16.000 EA | 264.00000 4224.00| 100.00000 1600.00| 250.00000 4000.00 OUTLET MARKER | | | 0360 639001-001 LUMP | 338000.00000 338000.00| 200000.00000 200000.00| 240000.00000 240000.00 CONSTRUCTION LAYOUT STAKE | | | 0365 640002-001 24.000 MO | 1825.00000 43800.00| 2100.00000 50400.00| 2500.00000 60000.00 LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0370 640003-001 LUMP | 14000.00000 14000.00| 1800.00000 1800.00| 6000.00000 6000.00 BUILDING EQUIPMENT | | | 0375 642001-001 2682.000 LF | 2.00000 5364.00| 0.70000 1877.40| 1.00000 2682.00 TEMPORARY BERM | | | 0380 642004-001 4375.000 LB | 0.20000 875.00| 0.15000 656.25| 1.00000 4375.00 SEED MIXTURE, TEMPORARY | | | 0385 642005-001 146.000 TN | 400.00000 58400.00| 350.00000 51100.00| 400.00000 58400.00 MULCH, STRAW OR HAY | | | 0390 642006-001 29.000 TN | 540.00000 15660.00| 475.00000 13775.00| 750.00000 21750.00 FERTILIZER | | | 0395 642008-001 376.000 LF | 29.00000 10904.00| 42.00000 15792.00| 20.00000 7520.00 TEMPORARY PIPE | | | 0400 642009-001 2764.000 LF | 2.75000 7601.00| 1.00000 2764.00| 1.50000 4146.00 CONTOUR DITCH | | | 0405 642010-001 109.000 TN | 12.00000 1308.00| 10.00000 1090.00| 100.00000 10900.00 AGRICULTURAL LIMESTONE | | | 0410 642012-001 17834.000 LF | 3.50000 62419.00| 4.00000 71336.00| 3.00000 53502.00 SILT FENCE | | | 0415 642015-001 750.000 LF | 10.00000 7500.00| 10.50000 7875.00| 10.00000 7500.00 SUPER SILT FENCE | | | 0420 642031-001 945.000 EA | 40.00000 37800.00| 48.00000 45360.00| 50.00000 47250.00 DITCH CHECK | | | 0425 642033-001 22355.000 CY | 3.25000 72653.75| 5.00000 111775.00| 6.00000 134130.00 SEDIMENT TRAP | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -25 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23-1374051 |( 5 ) 31-1316393 |( 6 ) 55-0575884 |NEW ENTERPRISE STONE & LIME |AHERN & ASSOCIATES, INC. |GROUND BREAKERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0430 642050-001 13.000 EA | 1230.00000 15990.00| 500.00000 6500.00| 550.00000 7150.00 DEWATERING DEVICE | | | 0434 651002-001 19560.000 CY | 5.50000 107580.00| 6.50000 127140.00| 5.00000 97800.00 PLACING STOCKPILED TOPSOIL | | | 0435 652001-001 109.000 TN | 23.00000 2507.00| 20.00000 2180.00| 100.00000 10900.00 AGRICULTURAL LIMESTONE | | | 0440 652002-001 29.000 TN | 1595.00000 46255.00| 1395.00000 40455.00| 750.00000 21750.00 FERTILIZER, 10-20-10 | | | 0445 652002-002 11.000 TN | 850.00000 9350.00| 750.00000 8250.00| 1400.00000 15400.00 FERTILIZER, UREA FORMALDEHYDE | | | 0450 652003-001 6929.000 LB | 2.00000 13858.00| 1.65000 11432.85| 2.50000 17322.50 SEED MIXTURES, B, C-1, OR C-2 | | | 0455 652004-001 146.000 TN | 225.00000 32850.00| 195.00000 28470.00| 400.00000 58400.00 STRAW OR HAY MULCH | | | 0460 655001-001 23172.000 SY | 1.50000 34758.00| 1.25000 28965.00| 1.45000 33599.40 MATTING TEMPORARY | | | 0465 655002-001 5586.000 SY | 4.50000 25137.00| 3.95000 22064.70| 3.95000 22064.70 PERMANENT EROSION MATTING, TYPE A | | | 0470 655002-001 257.000 SY | 6.00000 1542.00| 5.00000 1285.00| 3.95000 1015.15 PERMANENT EROSION MATTING, TYPE B | | | 0475 681001-001 LUMP | 4450.00000 4450.00| 1580.00000 1580.00| 5000.00000 5000.00 ASBESTOS ABATEMENT, NUMBER 5/1 | | | 0480 699000-001 2000.000 HR | 0.80000 1600.00| 0.80000 1600.00| 0.80000 1600.00 ON JOB TRAINING | | | 0485 401001-011 AA1 14023.000 TN | 60.30000 845586.90| 53.00000 743219.00| 58.00000 813334.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0490 401001-012 AA2 13385.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0495 402001-011 AB1 7902.000 TN | 75.55000 596996.10| 69.00000 545238.00| 72.70000 574475.40 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0500 402001-012 AB2 7542.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0505 402001-011 AC1 15873.000 TN | 54.90000 871427.70| 50.00000 793650.00| 52.80000 838094.40 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 37.5 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -26 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23-1374051 |( 5 ) 31-1316393 |( 6 ) 55-0575884 |NEW ENTERPRISE STONE & LIME |AHERN & ASSOCIATES, INC. |GROUND BREAKERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0510 402001-012 AC2 15151.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 37.5 | | | 0515 636002-001 AD1 400.000 TN | 24.00000 9600.00| 25.00000 10000.00| 21.00000 8400.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0520 636002-002 AD2 400.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | 0525 604002-012 AE1 234.000 LF | | | 15 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0530 604072-112 AE1 4.000 EA | | | 15 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0535 604037-012 AE2 234.000 LF | | | 15 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0540 604071-012 AE2 4.000 EA | | | 15 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0545 604076-012 AE3 234.000 LF | 72.00000 16848.00| 77.00000 18018.00| 42.00000 9828.00 15 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0550 604072-112 AE3 4.000 EA | 855.00000 3420.00| 337.00000 1348.00| 400.00000 1600.00 15 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0555 604002-016 AF1 2834.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0560 604071-016 AF1 7.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0565 604037-016 AF2 2834.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0570 604071-016 AF2 7.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -27 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23-1374051 |( 5 ) 31-1316393 |( 6 ) 55-0575884 |NEW ENTERPRISE STONE & LIME |AHERN & ASSOCIATES, INC. |GROUND BREAKERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0575 604076-016 AF3 2834.000 LF | 50.00000 141700.00| 61.00000 172874.00| 52.00000 147368.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0580 604072-116 AF3 7.000 EA | 1140.00000 7980.00| 458.00000 3206.00| 600.00000 4200.00 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0585 604002-020 AG1 2509.000 LF | | | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0590 604072-120 AG1 3.000 EA | | | 24 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0595 604037-020 AG2 2509.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0600 604071-020 AG2 3.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0605 604076-020 AG3 2509.000 LF | 53.00000 132977.00| 86.00000 215774.00| 60.00000 150540.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0610 604072-120 AG3 3.000 EA | 1356.00000 4068.00| 643.00000 1929.00| 750.00000 2250.00 24 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0615 604002-022 AH1 497.000 LF | | | 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0620 604037-022 AH2 497.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0625 604076-022 AH3 497.000 LF | 60.50000 30068.50| 99.00000 49203.00| 80.00000 39760.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0630 604002-024 AJ1 847.000 LF | | | 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0635 604037-024 AJ2 847.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -28 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23-1374051 |( 5 ) 31-1316393 |( 6 ) 55-0575884 |NEW ENTERPRISE STONE & LIME |AHERN & ASSOCIATES, INC. |GROUND BREAKERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0640 604076-024 AJ3 847.000 LF | 68.00000 57596.00| 99.00000 83853.00| 90.00000 76230.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0645 604002-032 AK1 25.000 LF | | | 60 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0650 604037-032 AK2 25.000 LF | | | 60 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0655 604076-032 AK3 25.000 LF | 315.00000 7875.00| 330.00000 8250.00| 400.00000 10000.00 60 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0660 604002-040 AL1 282.000 LF | | | 84 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0665 604037-040 AL2 282.000 LF | | | 84 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0670 604076-040 AL3 282.000 LF | 456.00000 128592.00| 482.00000 135924.00| 475.00000 133950.00 84 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | SECTION TOTALS | $ 17,254,007.48| $ 18,505,066.86| $ 19,391,688.85 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 REINFORCED BOX CUL STA. 331+26 (REL WV 9) Y007 | | | 0675 211002-000 144.000 CY | 60.00000 8640.00| 27.00000 3888.00| 50.00000 7200.00 ROCK BORROW EXCAVATION | | | 0680 212001-000 411.000 CY | 35.00000 14385.00| 18.00000 7398.00| 20.00000 8220.00 STRUCTURE EXCAVATION | | | 0685 212005-000 135.000 CY | 66.00000 8910.00| 95.00000 12825.00| 50.00000 6750.00 SELECT MATERIAL FOR BACKFILLING | | | 0690 601002-001 15.000 CY | 1295.00000 19425.00| 1550.00000 23250.00| 1485.00000 22275.00 CLASS B CONCRETE | | | 0695 602001-001 986.000 LB | 2.10000 2070.60| 2.00000 1972.00| 1.25000 1232.50 REINFORCING STEEL BAR | | | 0700 604070-060 176.000 LF | 510.00000 89760.00| 470.00000 82720.00| 490.00000 86240.00 6X5 FT PRECAST CONCRETE BOX CULVERT | | | 0705 639001-001 LUMP | 2100.00000 2100.00| 5000.00000 5000.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 145,290.60| $ 137,053.00| $ 136,917.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 REINFORCED BOX CULT STA. 358+61 (REL WV 9) Y007 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -29 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23-1374051 |( 5 ) 31-1316393 |( 6 ) 55-0575884 |NEW ENTERPRISE STONE & LIME |AHERN & ASSOCIATES, INC. |GROUND BREAKERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0710 211002-000 321.000 CY | 48.00000 15408.00| 23.00000 7383.00| 40.00000 12840.00 ROCK BORROW EXCAVATION | | | 0715 212001-000 877.000 CY | 21.00000 18417.00| 40.00000 35080.00| 20.00000 17540.00 STRUCTURE EXCAVATION | | | 0720 212005-000 292.000 CY | 47.00000 13724.00| 90.00000 26280.00| 50.00000 14600.00 SELECT MATERIAL FOR BACKFILLING | | | 0725 601002-001 38.000 CY | 825.00000 31350.00| 950.00000 36100.00| 1485.00000 56430.00 CLASS B CONCRETE | | | 0730 602001-001 3421.000 LB | 1.45000 4960.45| 1.80000 6157.80| 1.25000 4276.25 REINFORCING STEEL BAR | | | 0735 604070-125 234.000 LF | 885.00000 207090.00| 825.00000 193050.00| 795.00000 186030.00 12X8 FT PRECAST CONCRETE BOX CULVERT | | | 0740 639001-001 LUMP | 2100.00000 2100.00| 5000.00000 5000.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 293,049.45| $ 309,050.80| $ 296,716.25 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 REINFORCED BOX CULVT STA.367+27 (REL WV 9) Y007 | | | 0745 211002-000 295.000 CY | 55.00000 16225.00| 26.00000 7670.00| 50.00000 14750.00 ROCK BORROW EXCAVATION | | | 0750 212001-000 896.000 CY | 48.00000 43008.00| 55.00000 49280.00| 20.00000 17920.00 STRUCTURE EXCAVATION | | | 0755 212005-000 367.000 CY | 43.00000 15781.00| 95.00000 34865.00| 50.00000 18350.00 SELECT MATERIAL FOR BACKFILLING | | | 0760 601002-001 91.000 CY | 585.00000 53235.00| 625.00000 56875.00| 1485.00000 135135.00 CLASS B CONCRETE | | | 0765 602001-001 7581.000 LB | 1.35000 10234.35| 1.70000 12887.70| 1.25000 9476.25 REINFORCING STEEL BAR | | | 0770 604070-161 200.000 LF | 1520.00000 304000.00| 1675.00000 335000.00| 1488.00000 297600.00 12X12 FT PRECAST CONCRETE BOX CULVERT | | | 0775 639001-001 LUMP | 2100.00000 2100.00| 5000.00000 5000.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 444,583.35| $ 501,577.70| $ 498,231.25 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 SIGNING AND PAVEMENT MARKINGS Y002 | | | 0780 657006-001 236.000 LF | 27.50000 6490.00| 24.00000 5664.00| 26.40000 6230.40 S4X7.7, A-441 SUPPORT, GALVANIZED | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -30 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23-1374051 |( 5 ) 31-1316393 |( 6 ) 55-0575884 |NEW ENTERPRISE STONE & LIME |AHERN & ASSOCIATES, INC. |GROUND BREAKERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0785 657006-005 156.000 LF | 34.30000 5350.80| 30.00000 4680.00| 33.00000 5148.00 W6X12, A-441 SUPPORT, GALVANIZED | | | 0790 657006-010 220.000 LF | 40.00000 8800.00| 35.00000 7700.00| 38.50000 8470.00 W8X18, A-441 SUPPORT, GALVANIZED | | | 0795 657008-001 242.000 LF | 8.00000 1936.00| 7.00000 1694.00| 7.70000 1863.40 2.00 LB CHANNEL POST | | | 0800 657010-001 837.000 LF | 9.15000 7658.55| 8.00000 6696.00| 8.80000 7365.60 3.00 LB CHANNEL POST | | | 0805 657017-001 23.000 CY | 1600.00000 36800.00| 1400.00000 32200.00| 1540.00000 35420.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE ROADSIDE | | | 0810 658001-001 32.000 CY | 1600.00000 51200.00| 1400.00000 44800.00| 1540.00000 49280.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD OVERHEAD | | | 0815 658002-001 1.000 EA | 36585.00000 36585.00| 32000.00000 32000.00| 35200.00000 35200.00 OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION COMBINATION 01 | | | 0820 658002-001 1.000 EA | 34296.00000 34296.00| 30000.00000 30000.00| 33000.00000 33000.00 OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION COMBINATION 02 | | | 0825 658002-001 1.000 EA | 35442.00000 35442.00| 31000.00000 31000.00| 34100.00000 34100.00 OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION COMBINATION 03 | | | 0830 659001-001 LUMP | 31440.00000 31440.00| 19900.00000 19900.00| 21890.00000 21890.00 SIGN LIGHTING, TYPE 3 01 | | | 0835 659001-001 LUMP | 32927.00000 32927.00| 19800.00000 19800.00| 21890.00000 21890.00 SIGN LIGHTING, TYPE 3 02 | | | 0840 659001-001 LUMP | 33728.00000 33728.00| 18500.00000 18500.00| 20350.00000 20350.00 SIGN LIGHTING, TYPE 3 03 | | | 0845 661001-001 624.000 SF | 22.00000 13728.00| 19.00000 11856.00| 20.90000 13041.60 0.080 IN FLAT SHEET SIGN | | | 0850 661002-001 2918.000 SF | 24.00000 70032.00| 21.00000 61278.00| 23.10000 67405.80 EXTRUDED PANEL SIGN | | | 0855 661004-001 84.000 EA | 5.00000 420.00| 4.00000 336.00| 4.40000 369.60 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | WHITE | | | 0860 661008-001 4.000 EA | 55.00000 220.00| 45.00000 180.00| 49.50000 198.00 DELINEATOR BRACKET, TYPE C | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -31 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23-1374051 |( 5 ) 31-1316393 |( 6 ) 55-0575884 |NEW ENTERPRISE STONE & LIME |AHERN & ASSOCIATES, INC. |GROUND BREAKERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0865 661013-001 139.000 EA | 35.00000 4865.00| 30.00000 4170.00| 33.00000 4587.00 PLASTIC DELINEATOR POST, (WHITE) | | | 0870 663001-004 52672.000 LF | 0.13000 6847.36| 0.12000 6320.64| 0.15000 7900.80 EDGE LINE, TYPE II WHITE | | | 0875 663001-004 30700.000 LF | 0.13000 3991.00| 0.12000 3684.00| 0.15000 4605.00 EDGE LINE, TYPE II YELLOW | | | 0880 663002-005 7790.000 LF | 0.13000 1012.70| 0.12000 934.80| 0.15000 1168.50 LANE LINE OR CENTERLINE, TYPE II WHITE | | | 0885 663003-005 20520.000 LF | 0.13000 2667.60| 0.12000 2462.40| 0.15000 3078.00 BARRIER LINE, TYPE II | | | 0890 663004-004 450.000 LF | 0.30000 135.00| 0.24000 108.00| 0.27000 121.50 CHANNELIZING LINE, TYPE II . | | | 0895 663005-010 135.000 LF | 14.00000 1890.00| 11.75000 1586.25| 13.00000 1755.00 STOP LINE, TYPE V (24") | | | 0900 663006-010 210.000 LF | 6.00000 1260.00| 5.00000 1050.00| 5.50000 1155.00 CROSSWALK LINE, TYPE V (6") | | | 0905 663007-010 800.000 LF | 13.50000 10800.00| 11.75000 9400.00| 13.00000 10400.00 STRIPE, TYPE V WHITE (24") | | | 0910 663009-025 10.000 EA | 200.00000 2000.00| 175.00000 1750.00| 193.00000 1930.00 BICYCLE SYMBOL, TYPE V | | | 0915 663010-010 10.000 EA | 190.00000 1900.00| 165.00000 1650.00| 182.00000 1820.00 LANE ARROW, TYPE V | | | 0920 663011-010 20.000 EA | 60.00000 1200.00| 52.00000 1040.00| 57.00000 1140.00 LANE LETTER, TYPE V | | | 0925 663012-208 390.000 EA | 23.00000 8970.00| 19.80000 7722.00| 21.80000 8502.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 454,592.01| $ 370,162.09| $ 409,385.20 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 COMPUTER SYSTEM I000 | | | 0930 640004-001 LUMP | 3500.00000 3500.00| 4500.00000 4500.00| 5000.00000 5000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 3,500.00| $ 4,500.00| $ 5,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0007 WATER LINE RELOCATION | | | 0935 639001-001 LUMP | 575.00000 575.00| 10000.00000 10000.00| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -32 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23-1374051 |( 5 ) 31-1316393 |( 6 ) 55-0575884 |NEW ENTERPRISE STONE & LIME |AHERN & ASSOCIATES, INC. |GROUND BREAKERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0940 670004-222 25.000 LF | 440.00000 11000.00| 332.00000 8300.00| 100.00000 2500.00 8 INCH DUCTILE IRON PIPE, TYPE II, | | | CLASS 52 | | | 0945 670004-262 720.000 LF | 208.00000 149760.00| 514.00000 370080.00| 70.00000 50400.00 12 INCH DUCTILE IRON PIPE, TYPE II, | | | CLASS 52 | | | 0950 670010-380 250.000 LF | 172.00000 43000.00| 165.00000 41250.00| 250.00000 62500.00 24 INCH STEEL CASING PIPE, THICKNESS 0. | | | 375 IN | | | 0955 670019-001 2.000 EA | 3392.00000 6784.00| 2932.00000 5864.00| 3000.00000 6000.00 SPECIAL VALVE, CUTTING-IN VALVE WITH | | | BOX AND LID | | | SECTION TOTALS | $ 211,119.00| $ 435,494.00| $ 123,400.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0008 SANITARY SEWER LINE RELOCATION | | | 0960 639001-001 LUMP | 575.00000 575.00| 10000.00000 10000.00| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKE | | | 0965 675007-020 985.000 LF | 76.00000 74860.00| 79.00000 77815.00| 45.00000 44325.00 6 INCH PLASTIC SEWER PIPE | | | 0970 675008-261 703.000 LF | 127.00000 89281.00| 94.00000 66082.00| 85.00000 59755.00 12 INCH DUCTILE IRON SEWER PIPE, TYPE I | | | CLASS 50 | | | 0975 675014-001 3.000 EA | 1768.00000 5304.00| 3710.00000 11130.00| 3000.00000 9000.00 MANHOLE COMPLETE, INCLUDING CASTING | | | 0980 675017-001 1.000 EA | 3289.00000 3289.00| 1650.00000 1650.00| 500.00000 500.00 ABANDONING MANHOLE | | | 0985 675021-280 565.000 LF | 73.00000 41245.00| 111.00000 62715.00| 200.00000 113000.00 14 INCH STEEL CASING PIPE, THICKNESS 0. | | | 375 IN | | | 0990 675021-380 475.000 LF | 169.00000 80275.00| 161.00000 76475.00| 250.00000 118750.00 24 INCH STEEL CASING PIPE, THICKNESS 0. | | | 375 IN | | | SECTION TOTALS | $ 294,829.00| $ 305,867.00| $ 347,330.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0009 BRIDGE NO. 10315 (WV 9 OVER CO. RTE. 1) | | | 0995 207034-000 404.000 SY | 3.00000 1212.00| 1.35000 545.40| 1.21000 488.84 FABRIC FOR SEPARATION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -33 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23-1374051 |( 5 ) 31-1316393 |( 6 ) 55-0575884 |NEW ENTERPRISE STONE & LIME |AHERN & ASSOCIATES, INC. |GROUND BREAKERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1000 212005-000 164.000 CY | 35.00000 5740.00| 95.00000 15580.00| 104.50000 17138.00 SELECT MATERIAL FOR BACKFILLING | | | 1005 601002-001 296.000 CY | 600.00000 177600.00| 760.00000 224960.00| 737.00000 218152.00 CLASS B CONCRETE | | | 1010 601009-001 471.000 CY | 950.00000 447450.00| 810.00000 381510.00| 963.00000 453573.00 CLASS H CONCRETE | | | 1015 601009-003 52.000 CY | 2450.00000 127400.00| 1225.00000 63700.00| 1870.00000 97240.00 CLASS H CONCRETE, ARCHITECTURAL | | | 1020 602001-001 51604.000 LB | 1.25000 64505.00| 1.10000 56764.40| 1.20000 61924.80 REINFORCING STEEL BAR | | | 1025 602002-001 93255.000 LB | 1.20000 111906.00| 1.40000 130557.00| 1.27000 118433.85 EPOXY COATED REINFORCING STEEL BAR | | | 1030 615001-001 337105.000 LS | 638000.00000 638000.00| 483300.00000 483300.00| 810480.00000 810480.00 STEEL SUPERSTRUCTURE | | | 1035 615029-001 16.000 EA | 645.00000 10320.00| 725.00000 11600.00| 506.00000 8096.00 NON-GUIDED BEARING, ELASTOMERIC | | | 1040 625001-012 520.000 LF | 445.00000 231400.00| 521.00000 270920.00| 500.00000 260000.00 36 INCH DIAMETER DRILLED CAISSONS | | | 1045 625003-012 154.000 LF | 1000.00000 154000.00| 1018.00000 156772.00| 909.00000 139986.00 36 INCH ROCK SOCKET FOUNDATION | | | 1055 625005-001 758.000 LF | 35.00000 26530.00| 45.00000 34110.00| 44.00000 33352.00 PREINSTALLATION CORE HOLE | | | 1060 639001-001 LUMP | 5300.00000 5300.00| 10000.00000 10000.00| 11000.00000 11000.00 CONSTRUCTION LAYOUT STAKE | | | 1065 662002-001 LUMP | 6500.00000 6500.00| 14800.00000 14800.00| 18040.00000 18040.00 GALVANIZED STEEL CONDUIT | | | 1070 626002-001 BB1 8244.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 1075 626002-002 BB2 8244.000 SF | 60.00000 494640.00| 73.00000 601812.00| 60.50000 498762.00 MSE RETAINING WALL, REINFORCED EARTH | | | 1080 626002-003 BB3 8244.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 1085 626002-004 BB4 8244.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 1090 626002-005 BB5 8244.000 SF | | | MSE RETAINING WALL, ARES | | | 1095 626002-006 BB6 8244.000 SF | | | MSE RETAINING WALL, TRICON | | | SECTION TOTALS | $ 2,502,503.00| $ 2,456,930.80| $ 2,746,666.49 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0010 BRIDGE NO. 10316 (FARM ACCESS RD. OVER WV 9) | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -34 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23-1374051 |( 5 ) 31-1316393 |( 6 ) 55-0575884 |NEW ENTERPRISE STONE & LIME |AHERN & ASSOCIATES, INC. |GROUND BREAKERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1100 207034-000 136.000 SY | 2.50000 340.00| 1.50000 204.00| 1.21000 164.56 FABRIC FOR SEPARATION | | | 1105 212001-000 272.000 CY | 14.50000 3944.00| 1.00000 272.00| 27.50000 7480.00 STRUCTURE EXCAVATION | | | 1110 212005-000 70.000 CY | 37.00000 2590.00| 95.00000 6650.00| 103.40000 7238.00 SELECT MATERIAL FOR BACKFILLING | | | 1115 601002-001 119.000 CY | 540.00000 64260.00| 685.00000 81515.00| 687.00000 81753.00 CLASS B CONCRETE | | | 1120 601009-001 196.000 CY | 1100.00000 215600.00| 1000.00000 196000.00| 1056.00000 206976.00 CLASS H CONCRETE | | | 1125 601009-003 34.000 CY | 2435.00000 82790.00| 1250.00000 42500.00| 1925.00000 65450.00 CLASS H CONCRETE, ARCHITECTURAL | | | 1130 602001-001 11316.000 LB | 1.60000 18105.60| 1.20000 13579.20| 1.20000 13579.20 REINFORCING STEEL BAR | | | 1135 602002-001 41898.000 LB | 1.25000 52372.50| 1.40000 58657.20| 1.30000 54467.40 EPOXY COATED REINFORCING STEEL BAR | | | 1140 615001-001 229906.000 LS | 417000.00000 417000.00| 400000.00000 400000.00| 518320.00000 518320.00 STEEL SUPERSTRUCTURE | | | 1145 615029-001 6.000 EA | 650.00000 3900.00| 890.00000 5340.00| 484.00000 2904.00 NON-GUIDED BEARING, ELASTROMETRIC | | | 1150 639001-001 LUMP | 4350.00000 4350.00| 10000.00000 10000.00| 7810.00000 7810.00 CONSTRUCTION LAYOUT STAKE | | | 1155 626002-001 CC1 3879.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 1160 626002-002 CC2 3879.000 SF | 65.00000 252135.00| 95.00000 368505.00| 63.80000 247480.20 MSE RETAINING WALL, REINFORCED EARTH | | | 1165 626002-003 CC3 3879.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 1170 626002-004 CC4 3879.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 1175 626002-005 CC5 3879.000 SF | | | MSE RETAINING WALL, ARES | | | 1180 626002-006 CC6 3879.000 SF | | | MSE RETAINING WALL, TRICON | | | SECTION TOTALS | $ 1,117,387.10| $ 1,183,222.40| $ 1,213,622.36 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0011 BRIDGE NO. 10320 (COAST GUARD DR. OVER WV 9) | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -35 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23-1374051 |( 5 ) 31-1316393 |( 6 ) 55-0575884 |NEW ENTERPRISE STONE & LIME |AHERN & ASSOCIATES, INC. |GROUND BREAKERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1185 207034-000 166.000 SY | 2.80000 464.80| 1.50000 249.00| 1.21000 200.86 FABRIC FOR SEPARATION | | | 1190 211002-000 182.000 CY | 52.00000 9464.00| 14.00000 2548.00| 35.20000 6406.40 ROCK BORROW EXCAVATION | | | 1195 212001-000 37.000 CY | 21.00000 777.00| 1.00000 37.00| 82.50000 3052.50 STRUCTURE EXCAVATION | | | 1200 212005-000 84.000 CY | 35.00000 2940.00| 98.00000 8232.00| 106.70000 8962.80 SELECT MATERIAL FOR BACKFILLING | | | 1205 218004-001 295.000 SY | 22.00000 6490.00| 15.00000 4425.00| 35.20000 10384.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 1210 601002-001 135.000 CY | 650.00000 87750.00| 775.00000 104625.00| 693.00000 93555.00 CLASS B CONCRETE | | | 1215 601002-003 97.000 CY | 545.00000 52865.00| 790.00000 76630.00| 852.50000 82692.50 CLASS B CONCRETE, ARCHITECTURAL | | | 1220 601009-001 511.000 CY | 905.00000 462455.00| 790.00000 403690.00| 968.00000 494648.00 CLASS H CONCRETE | | | 1225 601009-003 48.000 CY | 2510.00000 120480.00| 1200.00000 57600.00| 1870.00000 89760.00 CLASS H CONCRETE, ARCHITECTURAL | | | 1230 602001-001 29939.000 LB | 1.15000 34429.85| 1.15000 34429.85| 1.20000 35926.80 REINFORCING STEEL BAR | | | 1235 602002-001 103422.000 LB | 1.25000 129277.50| 1.30000 134448.60| 1.30000 134448.60 EPOXY COATED REINFORCING STEEL BAR | | | 1240 615001-001 355496.000 LS | 695000.00000 695000.00| 650000.00000 650000.00| 870760.00000 870760.00 STEEL SUPERSTRUCTURE | | | 1244 615029-001 4.000 EA | 1400.00000 5600.00| 1900.00000 7600.00| 1458.00000 5832.00 NON-GUIDED BEARING, ELASTOMERIC | | | 1245 615030-001 8.000 EA | 480.00000 3840.00| 970.00000 7760.00| 358.00000 2864.00 FIXED BEARING, ELASTOMERIC | | | 1255 616005-006 1592.000 LF | 180.00000 286560.00| 100.00000 159200.00| 138.00000 219696.00 HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 1260 617003-001 290.000 LF | 84.00000 24360.00| 69.00000 20010.00| 78.00000 22620.00 ALUMINUM RAILING | | | 1265 639001-001 LUMP | 7800.00000 7800.00| 10000.00000 10000.00| 8910.00000 8910.00 CONSTRUCTION LAYOUT STAKE | | | 1270 626002-001 DD1 3307.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 1275 626002-002 DD2 3307.000 SF | 66.00000 218262.00| 84.00000 277788.00| 62.70000 207348.90 MSE RETAINING WALL, REINFORCED EARTH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -36 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23-1374051 |( 5 ) 31-1316393 |( 6 ) 55-0575884 |NEW ENTERPRISE STONE & LIME |AHERN & ASSOCIATES, INC. |GROUND BREAKERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1280 626002-003 DD3 3307.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 1285 626002-004 DD4 3307.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 1290 626002-005 DD5 3307.000 SF | | | MSE RETAINING WALL, ARES | | | 1295 626002-006 DD6 3307.000 SF | | | MSE RETAINING WALL, TRICON | | | SECTION TOTALS | $ 2,148,815.15| $ 1,959,272.45| $ 2,298,068.36 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0012 BRIDGE NO. 10321 (WV 9 OVER CO. RTE.9/19) | | | 1300 207034-000 717.000 SY | 2.75000 1971.75| 1.50000 1075.50| 1.10000 788.70 FABRIC FOR SEPARATION | | | 1305 212005-000 293.000 CY | 36.00000 10548.00| 95.00000 27835.00| 101.00000 29593.00 SELECT MATERIAL FOR BACKFILLING | | | 1310 601002-001 393.000 CY | 623.00000 244839.00| 675.00000 265275.00| 759.00000 298287.00 CLASS B CONCRETE | | | 1315 601009-001 698.000 CY | 785.00000 547930.00| 700.00000 488600.00| 902.00000 629596.00 CLASS H CONCRETE | | | 1320 601009-003 51.000 CY | 2400.00000 122400.00| 1225.00000 62475.00| 1870.00000 95370.00 CLASS H CONCRETE, ARCHITECTURAL | | | 1325 602001-001 65762.000 LB | 1.15000 75626.30| 1.10000 72338.20| 1.20000 78914.40 REINFORCING STEEL BAR | | | 1330 602002-001 118085.000 LB | 1.20000 141702.00| 1.40000 165319.00| 1.30000 153510.50 EPOXY COATED REINFORCING STEEL BAR | | | 1335 603018-035 1449.000 LF | 417.00000 604233.00| 380.00000 550620.00| 419.00000 607131.00 72 INCH PRESTRESSED CONCRETE I BEAM | | | 1340 615029-001 24.000 EA | 670.00000 16080.00| 725.00000 17400.00| 473.00000 11352.00 NON-GUIDED BEARING, ELASTOMETRIC | | | 1345 625001-012 254.000 LF | 510.00000 129540.00| 630.00000 160020.00| 743.00000 188722.00 36 INCH DIAMETER DRILLED CAISSONS | | | 1350 625003-012 165.000 LF | 1025.00000 169125.00| 1125.00000 185625.00| 969.00000 159885.00 36 INCH ROCK SOCKET FOUNDATION | | | 1360 625005-001 515.000 LF | 46.00000 23690.00| 45.00000 23175.00| 44.00000 22660.00 PREINSTALLATION CORE HOLE | | | 1365 639001-001 LUMP | 5260.00000 5260.00| 10000.00000 10000.00| 13420.00000 13420.00 CONSTRUCTION LAYOUT STAKE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -37 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23-1374051 |( 5 ) 31-1316393 |( 6 ) 55-0575884 |NEW ENTERPRISE STONE & LIME |AHERN & ASSOCIATES, INC. |GROUND BREAKERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1370 662002-001 LUMP | 6525.00000 6525.00| 15200.00000 15200.00| 18480.00000 18480.00 GALVANIZED STEEL CONDUIT | | | 1375 626002-001 EE1 11257.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 1380 626002-002 EE2 11257.000 SF | 67.00000 754219.00| 83.00000 934331.00| 64.90000 730579.30 MSE RETAINING WALL, REINFORCED EARTH | | | 1385 626002-003 EE3 11257.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 1390 626002-004 EE4 11257.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 1395 626002-005 EE5 11257.000 SF | | | MSE RETAINING WALL, ARES | | | 1400 626002-006 EE6 11257.000 SF | | | MSE RETAINING WALL, TRICON | | | SECTION TOTALS | $ 2,853,689.05| $ 2,979,288.70| $ 3,038,288.90 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0013 SEDIMENT BASINS | | | 1405 207001-001 798.000 CY | 18.00000 14364.00| 10.00000 7980.00| 8.00000 6384.00 UNCLASSIFIED EXCAVATION | | | 1410 207034-000 509.000 SY | 2.70000 1374.30| 1.80000 916.20| 2.00000 1018.00 FABRIC FOR SEPARATION | | | 1415 211001-000 563.000 CY | 4.00000 2252.00| 13.00000 7319.00| 42.00000 23646.00 UNCLASSIFIED BORROW EXCAVATION | | | 1420 211017-001 353.000 SF | 7.00000 2471.00| 5.00000 1765.00| 5.00000 1765.00 IMPERVIOUS CORE | | | 1425 604057-016 264.000 LF | 82.50000 21780.00| 61.00000 16104.00| 50.00000 13200.00 18 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 1430 604057-020 30.000 LF | 104.00000 3120.00| 80.00000 2400.00| 60.00000 1800.00 24 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 1435 642035-001 9.000 EA | 2665.00000 23985.00| 2850.00000 25650.00| 2200.00000 19800.00 RISER | | | 1440 642036-001 2880.000 CY | 2.30000 6624.00| 6.00000 17280.00| 2.00000 5760.00 SEDIMENT REMOVAL | | | 1445 639001-001 LUMP | 10750.00000 10750.00| 10000.00000 10000.00| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 86,720.30| $ 89,414.20| $ 75,373.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 27,810,085.49| $ 29,236,900.00| $ 30,580,688.16 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -38 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0481221 |( ) |( ) |MOUNTAINEER CONTRACTORS, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN, PAVE I000 | | | 0005 201001-000 1.000 LS | 750000.00000 750000.00| | CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 2000.00000 2000.00| | BUILDING DEMOLITION NUMBER, 11/1 | | | 0015 202001-000 1.000 LS | 2000.00000 2000.00| | BUILDING DEMOLITION NUMBER, 19-1/1 | | | 0020 202001-000 1.000 LS | 2000.00000 2000.00| | BUILDING DEMOLITION NUMBER, 19-1/2 | | | 0025 202001-000 1.000 LS | 12000.00000 12000.00| | BUILDING DEMOLITION NUMBER, 5/1 | | | 0030 202001-000 1.000 LS | 500.00000 500.00| | BUILDING DEMOLITION NUMBER, 5/2 | | | 0035 202002-000 LUMP | 1200.00000 1200.00| | WATER WELL ABANDONMENT NUMBER, 5/3 | | | 0040 202003-000 LUMP | 900.00000 900.00| | SEPTIC TANK ABANDONMENT NUMBER, 5/4 | | | 0045 204001-000 LUMP | 1600000.00000 1600000.00| | MOBILIZATION | | | 0050 207001-001 756688.000 CY | 7.10000 5372484.80| | UNCLASSIFIED EXCAVATION | | | 0055 207002-000 27398.000 CY | 34.70000 950710.60| | SUBGRADE | | | 0060 207034-000 178426.000 SY | 1.10000 196268.60| | FABRIC FOR SEPARATION | | | 0065 211008-000 500.000 TN | 40.00000 20000.00| | ROCK BORROW EXCAVATION | | | 0070 307001-000 6103.000 CY | 54.00000 329562.00| | AGGREGATE BASE COURSE, CLASS 1 | | | 0075 307001-000 2762.000 CY | 46.50000 128433.00| | AGGREGATE BASE COURSE, CLASS 10 | | | 0080 311006-001 14064.000 CY | 65.00000 914160.00| | OPEN GRADED FREE DRAINING BASE COURSE | | | 0085 408002-001 2072.000 GA | 2.50000 5180.00| | BITUMINOUS MATERIAL | | | 0090 410001-002 61953.000 LF | 0.15000 9292.95| | SAWED RUMBLE STRIP | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -39 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0481221 |( ) |( ) |MOUNTAINEER CONTRACTORS, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 501001-008 224.000 SY | 330.00000 73920.00| | 8 INCH REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0100 501005-010 78695.000 SY | 55.50000 4367572.50| | 10 INCH NON-REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0105 501010-001 8.000 EA | 3800.00000 30400.00| | BRIDGE APPROACH EXPANSION JOINT | | | 0110 502001-012 1954.000 SY | 174.00000 339996.00| | 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0115 601002-001 144.000 CY | 2000.00000 288000.00| | CLASS B CONCRETE | | | 0120 604037-012 27.000 LF | 75.00000 2025.00| | 15 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0125 604037-016 57.000 LF | 79.00000 4503.00| | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0130 604037-022 111.000 LF | 112.00000 12432.00| | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0135 604037-024 589.000 LF | 163.00000 96007.00| | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0140 604037-040 23.000 LF | 828.00000 19044.00| | 84 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0145 604041-005 31.000 LF | 168.00000 5208.00| | 23X14 INCH REINFORCED CONCRETE | | | ELLIPTICAL PIPE, CLASS HE-II | | | 0150 604041-024 47.000 LF | 144.00000 6768.00| | 38X24 INCH REINFORCED CONCRETE | | | ELLIPTICAL PIPE, CLASS HE-II | | | 0155 604041-055 55.000 LF | 494.00000 27170.00| | 76X48 INCH REINFORCED CONCRETE | | | ELLIPTICAL PIPE, CLASS HE-II | | | 0160 604041-061 164.000 LF | 623.00000 102172.00| | 91X58 INCH REINFORCED CONCRETE | | | ELLIPTICAL PIPE, CLASS HE-II | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -40 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0481221 |( ) |( ) |MOUNTAINEER CONTRACTORS, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0165 604071-012 2.000 EA | 982.00000 1964.00| | 15 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0170 604071-022 2.000 EA | 2670.00000 5340.00| | 30 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0175 604071-024 1.000 EA | 3850.00000 3850.00| | 36 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0180 604073-024 2.000 EA | 4165.00000 8330.00| | 38X24 REINFORCED CONCRETE ELLIPTICAL | | | PIPE SAFETY SLOPE END SECTION | | | 0185 605006-001 7.000 EA | 5000.00000 35000.00| | TYPE D INLET | | | 0190 605009-001 26.000 EA | 2630.00000 68380.00| | TYPE G INLET | | | 0195 605014-001 3.000 EA | 3525.00000 10575.00| | MODIFIED INLET, TYPE G | | | 0200 606029-001 29857.000 LF | 6.25000 186606.25| | FREE DRAINING BASE TRENCH | | | 0205 606030-001 1860.000 LF | 13.00000 24180.00| | OUTLET PIPE, 6 INCH | | | 0210 607001-001 15430.000 LF | 14.10000 217563.00| | TYPE 1 GUARDRAIL, CLASS I | | | 0215 607001-001 385.000 LF | 12.75000 4908.75| | TYPE 1 GUARDRAIL, CLASS III | | | 0220 607006-001 19.000 EA | 1250.00000 23750.00| | THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0225 607030-001 40.000 EA | 600.00000 24000.00| | SPECIAL TRAILING END TERMINAL | | | 0230 607065-001 8.000 EA | 1550.00000 12400.00| | FLARED END TERMINAL | | | 0235 607066-001 27.000 EA | 1875.00000 50625.00| | TANGENT END TERMINAL | | | 0240 608002-001 27118.000 LF | 7.05000 191181.90| | 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0245 608003-001 400.000 LF | 6.55000 2620.00| | 3 FT 11 IN TEMPORARY FENCE FARM FIELD | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -41 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0481221 |( ) |( ) |MOUNTAINEER CONTRACTORS, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0250 608003-005 180.000 LF | 12.00000 2160.00| | 5 FT TEMPORARY FENCE CHAIN LINK | | | 0255 608004-001 1.000 EA | 650.00000 650.00| | 4 FT PEDESTRIAN GATE, CHAIN LINK CHAIN | | | LINK | | | 0260 609001-001 698.000 SY | 70.00000 48860.00| | CONCRETE SIDEWALK | | | 0262 609005-001 3.000 EA | 2400.00000 7200.00| | SIDEWALK RAMP | | | 0265 610001-001 2908.000 LF | 34.00000 98872.00| | PLAIN CONCRETE CURBING, TYPE I | | | 0275 633001-001 768.000 SY | 115.00000 88320.00| | CONCRETE GUTTER | | | 0280 633003-001 163.000 CY | 70.00000 11410.00| | DUMPED ROCK GUTTER | | | 0285 636007-001 1000.000 LF | 0.80000 800.00| | ERADICATION OF PAVEMENT MARKING | | | 0290 636008-001 20000.000 LF | 0.10000 2000.00| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0295 636009-001 1000.000 LF | 1.10000 1100.00| | TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0300 636011-001 18130.000 UN | 1.10000 19943.00| | TRAFFIC CONTROL DEVICE | | | 0305 636012-010 3.000 EA | 500.00000 1500.00| | PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0310 636013-001 154.000 EA | 5.00000 770.00| | INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0315 636014-001 400.000 HR | 70.00000 28000.00| | FLAGGER | | | 0320 636014-002 30.000 HR | 40.00000 1200.00| | TRAFFIC DIRECTOR | | | 0325 636017-001 575.000 LF | 25.00000 14375.00| | TEMPORARY CONCRETE BARRIER | | | 0330 636025-001 5500.000 DA | 1.00000 5500.00| | WARNING LIGHTS, TYPE B | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -42 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0481221 |( ) |( ) |MOUNTAINEER CONTRACTORS, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0335 636025-001 3600.000 DA | 1.00000 3600.00| | WARNING LIGHTS, TYPE C | | | 0340 637001-001 1448.000 MG | 104.00000 150592.00| | WATER FOR DUST PALLIATIVE | | | 0345 638002-001 198.000 EA | 80.00000 15840.00| | RIGHT OF WAY MARKER | | | 0350 638003-001 18.000 EA | 400.00000 7200.00| | SURVEY MARKER | | | 0355 638004-001 16.000 EA | 200.00000 3200.00| | OUTLET MARKER | | | 0360 639001-001 LUMP | 621143.33000 621143.33| | CONSTRUCTION LAYOUT STAKE | | | 0365 640002-001 24.000 MO | 1650.00000 39600.00| | LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0370 640003-001 LUMP | 2500.00000 2500.00| | BUILDING EQUIPMENT | | | 0375 642001-001 2682.000 LF | 2.00000 5364.00| | TEMPORARY BERM | | | 0380 642004-001 4375.000 LB | 0.15000 656.25| | SEED MIXTURE, TEMPORARY | | | 0385 642005-001 146.000 TN | 350.00000 51100.00| | MULCH, STRAW OR HAY | | | 0390 642006-001 29.000 TN | 475.00000 13775.00| | FERTILIZER | | | 0395 642008-001 376.000 LF | 59.00000 22184.00| | TEMPORARY PIPE | | | 0400 642009-001 2764.000 LF | 6.00000 16584.00| | CONTOUR DITCH | | | 0405 642010-001 109.000 TN | 10.00000 1090.00| | AGRICULTURAL LIMESTONE | | | 0410 642012-001 17834.000 LF | 2.25000 40126.50| | SILT FENCE | | | 0415 642015-001 750.000 LF | 7.00000 5250.00| | SUPER SILT FENCE | | | 0420 642031-001 945.000 EA | 62.50000 59062.50| | DITCH CHECK | | | 0425 642033-001 22355.000 CY | 7.50000 167662.50| | SEDIMENT TRAP | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -43 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0481221 |( ) |( ) |MOUNTAINEER CONTRACTORS, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0430 642050-001 13.000 EA | 1700.00000 22100.00| | DEWATERING DEVICE | | | 0434 651002-001 19560.000 CY | 7.60000 148656.00| | PLACING STOCKPILED TOPSOIL | | | 0435 652001-001 109.000 TN | 20.00000 2180.00| | AGRICULTURAL LIMESTONE | | | 0440 652002-001 29.000 TN | 1395.00000 40455.00| | FERTILIZER, 10-20-10 | | | 0445 652002-002 11.000 TN | 750.00000 8250.00| | FERTILIZER, UREA FORMALDEHYDE | | | 0450 652003-001 6929.000 LB | 1.65000 11432.85| | SEED MIXTURES, B, C-1, OR C-2 | | | 0455 652004-001 146.000 TN | 195.00000 28470.00| | STRAW OR HAY MULCH | | | 0460 655001-001 23172.000 SY | 1.25000 28965.00| | MATTING TEMPORARY | | | 0465 655002-001 5586.000 SY | 3.95000 22064.70| | PERMANENT EROSION MATTING, TYPE A | | | 0470 655002-001 257.000 SY | 5.00000 1285.00| | PERMANENT EROSION MATTING, TYPE B | | | 0475 681001-001 LUMP | 2100.00000 2100.00| | ASBESTOS ABATEMENT, NUMBER 5/1 | | | 0480 699000-001 2000.000 HR | 0.80000 1600.00| | ON JOB TRAINING | | | 0485 401001-011 AA1 14023.000 TN | 52.75000 739713.25| | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0490 401001-012 AA2 13385.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0495 402001-011 AB1 7902.000 TN | 66.10000 522322.20| | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0500 402001-012 AB2 7542.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0505 402001-011 AC1 15873.000 TN | 48.00000 761904.00| | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 37.5 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -44 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0481221 |( ) |( ) |MOUNTAINEER CONTRACTORS, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0510 402001-012 AC2 15151.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 37.5 | | | 0515 636002-001 AD1 400.000 TN | 37.00000 14800.00| | AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0520 636002-002 AD2 400.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | 0525 604002-012 AE1 234.000 LF | | | 15 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0530 604072-112 AE1 4.000 EA | | | 15 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0535 604037-012 AE2 234.000 LF | | | 15 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0540 604071-012 AE2 4.000 EA | | | 15 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0545 604076-012 AE3 234.000 LF | 50.50000 11817.00| | 15 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0550 604072-112 AE3 4.000 EA | 860.00000 3440.00| | 15 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0555 604002-016 AF1 2834.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0560 604071-016 AF1 7.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0565 604037-016 AF2 2834.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0570 604071-016 AF2 7.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -45 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0481221 |( ) |( ) |MOUNTAINEER CONTRACTORS, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0575 604076-016 AF3 2834.000 LF | 50.80000 143967.20| | 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0580 604072-116 AF3 7.000 EA | 1080.00000 7560.00| | 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0585 604002-020 AG1 2509.000 LF | | | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0590 604072-120 AG1 3.000 EA | | | 24 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0595 604037-020 AG2 2509.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0600 604071-020 AG2 3.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0605 604076-020 AG3 2509.000 LF | 56.60000 142009.40| | 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0610 604072-120 AG3 3.000 EA | 2055.00000 6165.00| | 24 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0615 604002-022 AH1 497.000 LF | | | 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0620 604037-022 AH2 497.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0625 604076-022 AH3 497.000 LF | 70.25000 34914.25| | 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0630 604002-024 AJ1 847.000 LF | | | 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0635 604037-024 AJ2 847.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -46 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0481221 |( ) |( ) |MOUNTAINEER CONTRACTORS, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0640 604076-024 AJ3 847.000 LF | 67.50000 57172.50| | 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0645 604002-032 AK1 25.000 LF | | | 60 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0650 604037-032 AK2 25.000 LF | | | 60 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0655 604076-032 AK3 25.000 LF | 512.00000 12800.00| | 60 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0660 604002-040 AL1 282.000 LF | | | 84 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0665 604037-040 AL2 282.000 LF | | | 84 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0670 604076-040 AL3 282.000 LF | 513.00000 144666.00| | 84 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | SECTION TOTALS | $ 21,023,182.78| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 REINFORCED BOX CUL STA. 331+26 (REL WV 9) Y007 | | | 0675 211002-000 144.000 CY | 74.50000 10728.00| | ROCK BORROW EXCAVATION | | | 0680 212001-000 411.000 CY | 27.25000 11199.75| | STRUCTURE EXCAVATION | | | 0685 212005-000 135.000 CY | 139.50000 18832.50| | SELECT MATERIAL FOR BACKFILLING | | | 0690 601002-001 15.000 CY | 1800.00000 27000.00| | CLASS B CONCRETE | | | 0695 602001-001 986.000 LB | 1.80000 1774.80| | REINFORCING STEEL BAR | | | 0700 604070-060 176.000 LF | 585.00000 102960.00| | 6X5 FT PRECAST CONCRETE BOX CULVERT | | | 0705 639001-001 LUMP | 5000.00000 5000.00| | CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 177,495.05| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 REINFORCED BOX CULT STA. 358+61 (REL WV 9) Y007 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -47 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0481221 |( ) |( ) |MOUNTAINEER CONTRACTORS, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0710 211002-000 321.000 CY | 58.50000 18778.50| | ROCK BORROW EXCAVATION | | | 0715 212001-000 877.000 CY | 22.50000 19732.50| | STRUCTURE EXCAVATION | | | 0720 212005-000 292.000 CY | 130.00000 37960.00| | SELECT MATERIAL FOR BACKFILLING | | | 0725 601002-001 38.000 CY | 1600.00000 60800.00| | CLASS B CONCRETE | | | 0730 602001-001 3421.000 LB | 1.80000 6157.80| | REINFORCING STEEL BAR | | | 0735 604070-125 234.000 LF | 1050.00000 245700.00| | 12X8 FT PRECAST CONCRETE BOX CULVERT | | | 0740 639001-001 LUMP | 5000.00000 5000.00| | CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 394,128.80| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 REINFORCED BOX CULVT STA.367+27 (REL WV 9) Y007 | | | 0745 211002-000 295.000 CY | 61.80000 18231.00| | ROCK BORROW EXCAVATION | | | 0750 212001-000 896.000 CY | 17.00000 15232.00| | STRUCTURE EXCAVATION | | | 0755 212005-000 367.000 CY | 121.00000 44407.00| | SELECT MATERIAL FOR BACKFILLING | | | 0760 601002-001 91.000 CY | 1450.00000 131950.00| | CLASS B CONCRETE | | | 0765 602001-001 7581.000 LB | 1.80000 13645.80| | REINFORCING STEEL BAR | | | 0770 604070-161 200.000 LF | 1750.00000 350000.00| | 12X12 FT PRECAST CONCRETE BOX CULVERT | | | 0775 639001-001 LUMP | 6500.00000 6500.00| | CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 579,965.80| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 SIGNING AND PAVEMENT MARKINGS Y002 | | | 0780 657006-001 236.000 LF | 24.00000 5664.00| | S4X7.7, A-441 SUPPORT, GALVANIZED | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -48 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0481221 |( ) |( ) |MOUNTAINEER CONTRACTORS, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0785 657006-005 156.000 LF | 30.00000 4680.00| | W6X12, A-441 SUPPORT, GALVANIZED | | | 0790 657006-010 220.000 LF | 35.00000 7700.00| | W8X18, A-441 SUPPORT, GALVANIZED | | | 0795 657008-001 242.000 LF | 7.00000 1694.00| | 2.00 LB CHANNEL POST | | | 0800 657010-001 837.000 LF | 8.00000 6696.00| | 3.00 LB CHANNEL POST | | | 0805 657017-001 23.000 CY | 1400.00000 32200.00| | CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE ROADSIDE | | | 0810 658001-001 32.000 CY | 1400.00000 44800.00| | CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD OVERHEAD | | | 0815 658002-001 1.000 EA | 32000.00000 32000.00| | OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION COMBINATION 01 | | | 0820 658002-001 1.000 EA | 30000.00000 30000.00| | OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION COMBINATION 02 | | | 0825 658002-001 1.000 EA | 31000.00000 31000.00| | OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION COMBINATION 03 | | | 0830 659001-001 LUMP | 19900.00000 19900.00| | SIGN LIGHTING, TYPE 3 01 | | | 0835 659001-001 LUMP | 19800.00000 19800.00| | SIGN LIGHTING, TYPE 3 02 | | | 0840 659001-001 LUMP | 18500.00000 18500.00| | SIGN LIGHTING, TYPE 3 03 | | | 0845 661001-001 624.000 SF | 19.00000 11856.00| | 0.080 IN FLAT SHEET SIGN | | | 0850 661002-001 2918.000 SF | 21.00000 61278.00| | EXTRUDED PANEL SIGN | | | 0855 661004-001 84.000 EA | 4.00000 336.00| | DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | WHITE | | | 0860 661008-001 4.000 EA | 45.00000 180.00| | DELINEATOR BRACKET, TYPE C | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -49 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0481221 |( ) |( ) |MOUNTAINEER CONTRACTORS, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0865 661013-001 139.000 EA | 35.00000 4865.00| | PLASTIC DELINEATOR POST, (WHITE) | | | 0870 663001-004 52672.000 LF | 0.10000 5267.20| | EDGE LINE, TYPE II WHITE | | | 0875 663001-004 30700.000 LF | 0.10000 3070.00| | EDGE LINE, TYPE II YELLOW | | | 0880 663002-005 7790.000 LF | 0.12000 934.80| | LANE LINE OR CENTERLINE, TYPE II WHITE | | | 0885 663003-005 20520.000 LF | 0.10000 2052.00| | BARRIER LINE, TYPE II | | | 0890 663004-004 450.000 LF | 0.15000 67.50| | CHANNELIZING LINE, TYPE II . | | | 0895 663005-010 135.000 LF | 12.00000 1620.00| | STOP LINE, TYPE V (24") | | | 0900 663006-010 210.000 LF | 8.00000 1680.00| | CROSSWALK LINE, TYPE V (6") | | | 0905 663007-010 800.000 LF | 12.00000 9600.00| | STRIPE, TYPE V WHITE (24") | | | 0910 663009-025 10.000 EA | 25.00000 250.00| | BICYCLE SYMBOL, TYPE V | | | 0915 663010-010 10.000 EA | 175.00000 1750.00| | LANE ARROW, TYPE V | | | 0920 663011-010 20.000 EA | 65.00000 1300.00| | LANE LETTER, TYPE V | | | 0925 663012-208 390.000 EA | 25.00000 9750.00| | RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 370,490.50| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 COMPUTER SYSTEM I000 | | | 0930 640004-001 LUMP | 4500.00000 4500.00| | COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 4,500.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0007 WATER LINE RELOCATION | | | 0935 639001-001 LUMP | 12500.00000 12500.00| | CONSTRUCTION LAYOUT STAKE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -50 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0481221 |( ) |( ) |MOUNTAINEER CONTRACTORS, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0940 670004-222 25.000 LF | 405.00000 10125.00| | 8 INCH DUCTILE IRON PIPE, TYPE II, | | | CLASS 52 | | | 0945 670004-262 720.000 LF | 111.00000 79920.00| | 12 INCH DUCTILE IRON PIPE, TYPE II, | | | CLASS 52 | | | 0950 670010-380 250.000 LF | 208.00000 52000.00| | 24 INCH STEEL CASING PIPE, THICKNESS 0. | | | 375 IN | | | 0955 670019-001 2.000 EA | 12900.00000 25800.00| | SPECIAL VALVE, CUTTING-IN VALVE WITH | | | BOX AND LID | | | SECTION TOTALS | $ 180,345.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0008 SANITARY SEWER LINE RELOCATION | | | 0960 639001-001 LUMP | 15000.00000 15000.00| | CONSTRUCTION LAYOUT STAKE | | | 0965 675007-020 985.000 LF | 25.00000 24625.00| | 6 INCH PLASTIC SEWER PIPE | | | 0970 675008-261 703.000 LF | 50.00000 35150.00| | 12 INCH DUCTILE IRON SEWER PIPE, TYPE I | | | CLASS 50 | | | 0975 675014-001 3.000 EA | 6500.00000 19500.00| | MANHOLE COMPLETE, INCLUDING CASTING | | | 0980 675017-001 1.000 EA | 2450.00000 2450.00| | ABANDONING MANHOLE | | | 0985 675021-280 565.000 LF | 160.00000 90400.00| | 14 INCH STEEL CASING PIPE, THICKNESS 0. | | | 375 IN | | | 0990 675021-380 475.000 LF | 240.00000 114000.00| | 24 INCH STEEL CASING PIPE, THICKNESS 0. | | | 375 IN | | | SECTION TOTALS | $ 301,125.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0009 BRIDGE NO. 10315 (WV 9 OVER CO. RTE. 1) | | | 0995 207034-000 404.000 SY | 1.20000 484.80| | FABRIC FOR SEPARATION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -51 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0481221 |( ) |( ) |MOUNTAINEER CONTRACTORS, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1000 212005-000 164.000 CY | 105.00000 17220.00| | SELECT MATERIAL FOR BACKFILLING | | | 1005 601002-001 296.000 CY | 740.00000 219040.00| | CLASS B CONCRETE | | | 1010 601009-001 471.000 CY | 968.00000 455928.00| | CLASS H CONCRETE | | | 1015 601009-003 52.000 CY | 1800.00000 93600.00| | CLASS H CONCRETE, ARCHITECTURAL | | | 1020 602001-001 51604.000 LB | 1.10000 56764.40| | REINFORCING STEEL BAR | | | 1025 602002-001 93255.000 LB | 1.18000 110040.90| | EPOXY COATED REINFORCING STEEL BAR | | | 1030 615001-001 337105.000 LS | 750000.00000 750000.00| | STEEL SUPERSTRUCTURE | | | 1035 615029-001 16.000 EA | 475.00000 7600.00| | NON-GUIDED BEARING, ELASTOMERIC | | | 1040 625001-012 520.000 LF | 460.00000 239200.00| | 36 INCH DIAMETER DRILLED CAISSONS | | | 1045 625003-012 154.000 LF | 850.00000 130900.00| | 36 INCH ROCK SOCKET FOUNDATION | | | 1055 625005-001 758.000 LF | 42.50000 32215.00| | PREINSTALLATION CORE HOLE | | | 1060 639001-001 LUMP | 10500.00000 10500.00| | CONSTRUCTION LAYOUT STAKE | | | 1065 662002-001 LUMP | 17000.00000 17000.00| | GALVANIZED STEEL CONDUIT | | | 1070 626002-001 BB1 8244.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 1075 626002-002 BB2 8244.000 SF | 60.00000 494640.00| | MSE RETAINING WALL, REINFORCED EARTH | | | 1080 626002-003 BB3 8244.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 1085 626002-004 BB4 8244.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 1090 626002-005 BB5 8244.000 SF | | | MSE RETAINING WALL, ARES | | | 1095 626002-006 BB6 8244.000 SF | | | MSE RETAINING WALL, TRICON | | | SECTION TOTALS | $ 2,635,133.10| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0010 BRIDGE NO. 10316 (FARM ACCESS RD. OVER WV 9) | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -52 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0481221 |( ) |( ) |MOUNTAINEER CONTRACTORS, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1100 207034-000 136.000 SY | 1.15000 156.40| | FABRIC FOR SEPARATION | | | 1105 212001-000 272.000 CY | 27.50000 7480.00| | STRUCTURE EXCAVATION | | | 1110 212005-000 70.000 CY | 96.50000 6755.00| | SELECT MATERIAL FOR BACKFILLING | | | 1115 601002-001 119.000 CY | 650.00000 77350.00| | CLASS B CONCRETE | | | 1120 601009-001 196.000 CY | 975.00000 191100.00| | CLASS H CONCRETE | | | 1125 601009-003 34.000 CY | 1800.00000 61200.00| | CLASS H CONCRETE, ARCHITECTURAL | | | 1130 602001-001 11316.000 LB | 1.12000 12673.92| | REINFORCING STEEL BAR | | | 1135 602002-001 41898.000 LB | 1.20000 50277.60| | EPOXY COATED REINFORCING STEEL BAR | | | 1140 615001-001 229906.000 LS | 485000.00000 485000.00| | STEEL SUPERSTRUCTURE | | | 1145 615029-001 6.000 EA | 470.00000 2820.00| | NON-GUIDED BEARING, ELASTROMETRIC | | | 1150 639001-001 LUMP | 7500.00000 7500.00| | CONSTRUCTION LAYOUT STAKE | | | 1155 626002-001 CC1 3879.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 1160 626002-002 CC2 3879.000 SF | 60.00000 232740.00| | MSE RETAINING WALL, REINFORCED EARTH | | | 1165 626002-003 CC3 3879.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 1170 626002-004 CC4 3879.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 1175 626002-005 CC5 3879.000 SF | | | MSE RETAINING WALL, ARES | | | 1180 626002-006 CC6 3879.000 SF | | | MSE RETAINING WALL, TRICON | | | SECTION TOTALS | $ 1,135,052.92| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0011 BRIDGE NO. 10320 (COAST GUARD DR. OVER WV 9) | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -53 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0481221 |( ) |( ) |MOUNTAINEER CONTRACTORS, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1185 207034-000 166.000 SY | 1.15000 190.90| | FABRIC FOR SEPARATION | | | 1190 211002-000 182.000 CY | 35.00000 6370.00| | ROCK BORROW EXCAVATION | | | 1195 212001-000 37.000 CY | 77.50000 2867.50| | STRUCTURE EXCAVATION | | | 1200 212005-000 84.000 CY | 100.00000 8400.00| | SELECT MATERIAL FOR BACKFILLING | | | 1205 218004-001 295.000 SY | 34.50000 10177.50| | 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 1210 601002-001 135.000 CY | 650.00000 87750.00| | CLASS B CONCRETE | | | 1215 601002-003 97.000 CY | 800.00000 77600.00| | CLASS B CONCRETE, ARCHITECTURAL | | | 1220 601009-001 511.000 CY | 925.00000 472675.00| | CLASS H CONCRETE | | | 1225 601009-003 48.000 CY | 1850.00000 88800.00| | CLASS H CONCRETE, ARCHITECTURAL | | | 1230 602001-001 29939.000 LB | 1.10000 32932.90| | REINFORCING STEEL BAR | | | 1235 602002-001 103422.000 LB | 1.20000 124106.40| | EPOXY COATED REINFORCING STEEL BAR | | | 1240 615001-001 355496.000 LS | 825000.00000 825000.00| | STEEL SUPERSTRUCTURE | | | 1244 615029-001 4.000 EA | 1375.00000 5500.00| | NON-GUIDED BEARING, ELASTOMERIC | | | 1245 615030-001 8.000 EA | 340.00000 2720.00| | FIXED BEARING, ELASTOMERIC | | | 1255 616005-006 1592.000 LF | 130.00000 206960.00| | HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 1260 617003-001 290.000 LF | 75.00000 21750.00| | ALUMINUM RAILING | | | 1265 639001-001 LUMP | 8500.00000 8500.00| | CONSTRUCTION LAYOUT STAKE | | | 1270 626002-001 DD1 3307.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 1275 626002-002 DD2 3307.000 SF | 60.00000 198420.00| | MSE RETAINING WALL, REINFORCED EARTH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -54 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0481221 |( ) |( ) |MOUNTAINEER CONTRACTORS, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1280 626002-003 DD3 3307.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 1285 626002-004 DD4 3307.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 1290 626002-005 DD5 3307.000 SF | | | MSE RETAINING WALL, ARES | | | 1295 626002-006 DD6 3307.000 SF | | | MSE RETAINING WALL, TRICON | | | SECTION TOTALS | $ 2,180,720.20| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0012 BRIDGE NO. 10321 (WV 9 OVER CO. RTE.9/19) | | | 1300 207034-000 717.000 SY | 1.15000 824.55| | FABRIC FOR SEPARATION | | | 1305 212005-000 293.000 CY | 100.00000 29300.00| | SELECT MATERIAL FOR BACKFILLING | | | 1310 601002-001 393.000 CY | 725.00000 284925.00| | CLASS B CONCRETE | | | 1315 601009-001 698.000 CY | 850.00000 593300.00| | CLASS H CONCRETE | | | 1320 601009-003 51.000 CY | 1800.00000 91800.00| | CLASS H CONCRETE, ARCHITECTURAL | | | 1325 602001-001 65762.000 LB | 1.15000 75626.30| | REINFORCING STEEL BAR | | | 1330 602002-001 118085.000 LB | 1.20000 141702.00| | EPOXY COATED REINFORCING STEEL BAR | | | 1335 603018-035 1449.000 LF | 400.00000 579600.00| | 72 INCH PRESTRESSED CONCRETE I BEAM | | | 1340 615029-001 24.000 EA | 450.00000 10800.00| | NON-GUIDED BEARING, ELASTOMETRIC | | | 1345 625001-012 254.000 LF | 700.00000 177800.00| | 36 INCH DIAMETER DRILLED CAISSONS | | | 1350 625003-012 165.000 LF | 885.00000 146025.00| | 36 INCH ROCK SOCKET FOUNDATION | | | 1360 625005-001 515.000 LF | 42.50000 21887.50| | PREINSTALLATION CORE HOLE | | | 1365 639001-001 LUMP | 13500.00000 13500.00| | CONSTRUCTION LAYOUT STAKE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 002 -55 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9927205R1 COUNTIES : BERKELEY JEFFERSON LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0481221 |( ) |( ) |MOUNTAINEER CONTRACTORS, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1370 662002-001 LUMP | 17000.00000 17000.00| | GALVANIZED STEEL CONDUIT | | | 1375 626002-001 EE1 11257.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 1380 626002-002 EE2 11257.000 SF | 62.50000 703562.50| | MSE RETAINING WALL, REINFORCED EARTH | | | 1385 626002-003 EE3 11257.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 1390 626002-004 EE4 11257.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 1395 626002-005 EE5 11257.000 SF | | | MSE RETAINING WALL, ARES | | | 1400 626002-006 EE6 11257.000 SF | | | MSE RETAINING WALL, TRICON | | | SECTION TOTALS | $ 2,887,652.85| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0013 SEDIMENT BASINS | | | 1405 207001-001 798.000 CY | 40.00000 31920.00| | UNCLASSIFIED EXCAVATION | | | 1410 207034-000 509.000 SY | 1.50000 763.50| | FABRIC FOR SEPARATION | | | 1415 211001-000 563.000 CY | 42.00000 23646.00| | UNCLASSIFIED BORROW EXCAVATION | | | 1420 211017-001 353.000 SF | 16.50000 5824.50| | IMPERVIOUS CORE | | | 1425 604057-016 264.000 LF | 99.00000 26136.00| | 18 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 1430 604057-020 30.000 LF | 153.00000 4590.00| | 24 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 1435 642035-001 9.000 EA | 3700.00000 33300.00| | RISER | | | 1440 642036-001 2880.000 CY | 11.50000 33120.00| | SEDIMENT REMOVAL | | | 1445 639001-001 LUMP | 20000.00000 20000.00| | CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 179,300.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 32,049,092.00| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 0702640AR1 COUNTIES : MERCER LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : ROCKY HOLLOW BRIDGE REHABILITATION PROJECT(S) : S328-0077/00-006.94 00 00IM 0771 044 000 LOCATION: / I-77 RAMP, 1.02 MI N US 460 S328-0077/00-005.07 00 00IM 0771 042 000 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 34-1199322 VELOTTA COMPANY, THE $ 6,155,492.18 100.0000% 2 31-1316393 AHERN & ASSOCIATES, INC. $ 6,796,200.00 110.4087% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0702640AR1 COUNTIES : MERCER LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1199322 |( 2 ) 31-1316393 |( ) |VELOTTA COMPANY, THE |AHERN & ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN, PAVE I000 | | | 0005 204001-000 LUMP | 93000.00000 93000.00| 192019.15000 192019.15| MOBILIZATION | | | 0010 207001-001 1628.000 CY | 80.00000 130240.00| 35.00000 56980.00| UNCLASSIFIED EXCAVATION | | | 0015 207002-000 52.000 CY | 100.00000 5200.00| 75.00000 3900.00| SUBGRADE | | | 0020 207034-000 8360.000 SY | 2.50000 20900.00| 1.50000 12540.00| FABRIC FOR SEPARATION | | | 0025 307001-000 2274.000 CY | 67.00000 152358.00| 45.00000 102330.00| AGGREGATE BASE COURSE, CLASS 1 | | | 0030 408002-001 24.000 GA | 1.25000 30.00| 1.25000 30.00| BITUMINOUS MATERIAL | | | 0035 415005-001 480.000 SY | 20.00000 9600.00| 10.00000 4800.00| REMOVE EXISTING PAVEMENT SURFACE | | | 0040 502001-012 288.000 SY | 270.00000 77760.00| 225.00000 64800.00| 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0045 605012-001 2.000 EA | 450.00000 900.00| 1200.00000 2400.00| ADJUST INLET TYPE, B | | | 0050 607001-001 625.000 LF | 14.98000 9362.50| 15.65000 9781.25| TYPE 1 GUARDRAIL, CLASS 1 | | | 0055 607006-001 8.000 EA | 1000.00000 8000.00| 1247.00000 9976.00| THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0060 607030-001 2.000 EA | 450.00000 900.00| 546.00000 1092.00| SPECIAL TRAILING END TERMINAL | | | 0065 607065-001 2.000 EA | 1400.00000 2800.00| 1552.00000 3104.00| FLARED END TERMINAL | | | 0070 607073-001 1450.000 LF | 12.98000 18821.00| 6.00000 8700.00| TCG SOCKET LINE POST SYSTEM | | | 0075 610005-001 64.000 LF | 125.00000 8000.00| 125.00000 8000.00| BITUMINOUS CURB, TYPE I | | | 0080 636007-001 6600.000 LF | 0.40000 2640.00| 0.50000 3300.00| ERADICATION OF PAVEMENT MARKING | | | 0085 636008-001 65600.000 LF | 0.25000 16400.00| 0.12000 7872.00| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0702640AR1 COUNTIES : MERCER LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1199322 |( 2 ) 31-1316393 |( ) |VELOTTA COMPANY, THE |AHERN & ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 636009-001 1300.000 LF | 0.90000 1170.00| 1.10000 1430.00| TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0095 636011-001 60070.000 UN | 0.75000 45052.50| 0.69000 41448.30| TRAFFIC CONTROL DEVICE | | | 0100 636012-010 5.000 EA | 250.00000 1250.00| 350.00000 1750.00| PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0105 636013-001 1000.000 EA | 2.50000 2500.00| 5.00000 5000.00| INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0110 636014-001 200.000 HR | 50.00000 10000.00| 55.00000 11000.00| FLAGGER | | | 0115 636014-002 600.000 HR | 80.00000 48000.00| 55.00000 33000.00| TRAFFIC DIRECTOR | | | 0120 636017-001 14100.000 LF | 25.00000 352500.00| 25.00000 352500.00| TEMPORARY CONCRETE BARRIER | | | 0125 636018-001 13100.000 LF | 10.00000 131000.00| 10.00000 131000.00| REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0130 636019-001 260.000 LF | 21.60000 5616.00| 10.80000 2808.00| TEMPORARY GUARDRAIL BARRIER | | | 0135 636020-001 260.000 LF | 9.70000 2522.00| 5.00000 1300.00| REMOVE AND RESET TEMPORARY GUARDRAIL | | | BARRIER | | | 0140 636021-001 282.000 DA | 9.00000 2538.00| 10.00000 2820.00| ELECTRIC ARROW | | | 0145 636022-001 1208.000 DA | 55.00000 66440.00| 50.00000 60400.00| CHANGEABLE MESSAGE SIGN | | | 0150 636024-001 230.000 LF | 10.00000 2300.00| 70.00000 16100.00| TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0155 636025-001 4935.000 DA | 1.25000 6168.75| 1.00000 4935.00| WARNING LIGHTS, TYPE B | | | 0160 636026-001 LUMP | 52000.00000 52000.00| 100000.00000 100000.00| TEMPORARY LIGHTING | | | 0165 636028-001 141.000 DA | 125.00000 17625.00| 85.00000 11985.00| SHADOW VEHICLE | | | 0170 636030-001 282.000 DA | 25.00000 7050.00| 35.00000 9870.00| SPEED MONITORING TRAILER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0702640AR1 COUNTIES : MERCER LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1199322 |( 2 ) 31-1316393 |( ) |VELOTTA COMPANY, THE |AHERN & ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0175 638004-001 1.000 EA | 225.00000 225.00| 110.00000 110.00| OUTLET MARKER | | | 0180 639001-001 LUMP | 4000.00000 4000.00| 50000.00000 50000.00| CONSTRUCTION LAYOUT STAKE | | | 0185 640003-001 LUMP | 3000.00000 3000.00| 1200.00000 1200.00| BUILDING EQUIPMENT | | | 0190 640006-001 16.000 MO | 2500.00000 40000.00| 1500.00000 24000.00| SMALL FIELD OFFICE | | | 0195 642004-001 38.000 LB | 25.00000 950.00| 5.00000 190.00| SEED MIXTURE, TEMPORARY | | | 0200 642004-002 61.000 LB | 35.00000 2135.00| 5.00000 305.00| SEED MIXTURE, B | | | 0205 642005-001 1.200 TN | 1500.00000 1800.00| 600.00000 720.00| MULCH, STRAW OR HAY | | | 0210 642006-001 0.300 TN | 1800.00000 540.00| 250.00000 75.00| FERTILIZER | | | 0215 642010-001 1.000 TN | 150.00000 150.00| 100.00000 100.00| AGRICULTURAL LIMESTONE | | | 0220 642011-001 14.000 EA | 10.00000 140.00| 16.00000 224.00| HAY OR STRAW BALE | | | 0225 642012-001 150.000 LF | 3.00000 450.00| 3.50000 525.00| SILT FENCE | | | 0230 642031-001 2.000 EA | 200.00000 400.00| 75.00000 150.00| DITCH CHECK | | | 0235 652001-001 1.000 TN | 150.00000 150.00| 100.00000 100.00| AGRICULTURAL LIMESTONE | | | 0240 652002-001 0.300 TN | 1800.00000 540.00| 250.00000 75.00| FERTILIZER, 10-20-10 | | | 0245 652002-002 0.100 TN | 2500.00000 250.00| 1500.00000 150.00| FERTILIZER, UREA FORMALDEHYDE | | | 0250 652003-001 59.000 LB | 55.00000 3245.00| 5.00000 295.00| SEED MIXTURES, B, C-1, OR C-2 | | | 0255 652004-001 1.200 TN | 1500.00000 1800.00| 600.00000 720.00| STRAW OR HAY MULCH | | | 0260 663001-004 53900.000 LF | 0.15000 8085.00| 0.10000 5390.00| EDGE LINE, TYPE II ,WHITE | | | 0265 663001-004 53900.000 LF | 0.15000 8085.00| 0.10000 5390.00| EDGE LINE, TYPE II ,YELLOW | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 003 -5 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0702640AR1 COUNTIES : MERCER LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1199322 |( 2 ) 31-1316393 |( ) |VELOTTA COMPANY, THE |AHERN & ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0270 663002-005 13500.000 LF | 0.15000 2025.00| 0.10000 1350.00| LANE LINE OR CENTERLINE, TYPE II ,WHITE | | | 0275 663012-208 330.000 EA | 18.00000 5940.00| 23.00000 7590.00| RAISED PAVEMENT MARKER, TYPE P-2 | | | 0280 664006-010 14100.000 LF | 9.25000 130425.00| 9.95000 140295.00| GLARE BARRIER, TYPE V | | | 0285 699000-001 1000.000 HR | 0.80000 800.00| 0.80000 800.00| ON JOB TRAINING | | | 0290 307005-001 AA1 195.000 TN | 50.00000 9750.00| 35.00000 6825.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0295 307005-002 AA2 186.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0300 401001-001 BB1 2855.000 TN | 61.00000 174155.00| 61.00000 174155.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0305 401001-002 BB2 2725.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0310 402001-001 CC1 103.000 TN | 95.00000 9785.00| 95.00000 9785.00| MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0315 402001-002 CC2 99.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | SECTION TOTALS | $ 1,719,468.75| $ 1,709,489.70| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 COMPUTER SYSTEM I000 | | | 0320 640004-001 LUMP | 3000.00000 3000.00| 4500.00000 4500.00| COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 3,000.00| $ 4,500.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 BRIDGE #2432.4 X231 | | | 0325 203001-000 LUMP | 210000.00000 210000.00| 375000.00000 375000.00| DISMANTLING STRUCTURE | | | 0330 212001-000 138.000 CY | 70.00000 9660.00| 1.00000 138.00| STRUCTURE EXCAVATION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 003 -6 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0702640AR1 COUNTIES : MERCER LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1199322 |( 2 ) 31-1316393 |( ) |VELOTTA COMPANY, THE |AHERN & ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0335 212005-000 182.000 CY | 165.00000 30030.00| 175.00000 31850.00| SELECT MATERIAL FOR BACKFILLING | | | 0340 218005-000 50.000 SY | 125.00000 6250.00| 175.00000 8750.00| CONCRETE SLOPE PROTECTION | | | 0345 601002-001 42.000 CY | 1400.00000 58800.00| 1700.00000 71400.00| CLASS B CONCRETE | | | 0350 601003-001 99.000 CY | 800.00000 79200.00| 800.00000 79200.00| CLASS K CONCRETE | | | 0355 601009-001 567.000 CY | 850.00000 481950.00| 650.00000 368550.00| CLASS H CONCRETE | | | 0360 601014-001 LUMP | 1000.00000 1000.00| 1.00000 1.00| TEST SLAB | | | 0365 601030-001 10.000 SF | 200.00000 2000.00| 150.00000 1500.00| PATCHING CONCRETE STRUCTURES, . | | | 0370 601031-001 61.000 LF | 20.00000 1220.00| 45.00000 2745.00| EPOXY INJECTION CRACK REPAIR | | | 0375 602001-001 11294.000 LB | 1.20000 13552.80| 2.10000 23717.40| REINFORCING STEEL BAR | | | 0380 602002-001 152133.000 LB | 1.20000 182559.60| 1.30000 197772.90| EPOXY COATED REINFORCING STEEL BAR | | | 0385 615001-001 49851.000 LS | 200000.00000 200000.00| 353800.00000 353800.00| STEEL SUPERSTRUCTURE | | | 0390 615028-001 8.000 EA | 2500.00000 20000.00| 4200.00000 33600.00| GUIDED BEARING, ELASTOMERIC | | | 0395 615029-001 8.000 EA | 2500.00000 20000.00| 2900.00000 23200.00| NON-GUIDED BEARING, ELASTOMERIC | | | 0400 615030-001 8.000 EA | 2500.00000 20000.00| 7900.00000 63200.00| FIXED BEARING, ELASTOMERIC | | | 0405 639001-001 LUMP | 12000.00000 12000.00| 25000.00000 25000.00| CONSTRUCTION LAYOUT STAKE | | | 0410 688002-001 LUMP | 303875.00000 303875.00| 400000.00000 400000.00| CLEAN AND PAINT EXISTING STEEL BRIDGE | | | COATED WITH LEAD BASE PAINT | | | 0415 688003-001 LUMP | 35000.00000 35000.00| 50000.00000 50000.00| CONTAINMENT AND DISPOSAL OF SPENT | | | MATERIAL | | | SECTION TOTALS | $ 1,687,097.40| $ 2,109,424.30| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 GRADE, DRAIN, PAVE I000 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 003 -7 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0702640AR1 COUNTIES : MERCER LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1199322 |( 2 ) 31-1316393 |( ) |VELOTTA COMPANY, THE |AHERN & ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0420 201002-000 796.000 SY | 10.00000 7960.00| 10.00000 7960.00| EXISTING PAVEMENT REMOVAL | | | 0425 204001-000 LUMP | 93000.00000 93000.00| 125000.00000 125000.00| MOBILIZATION | | | 0430 207009-000 LUMP | 140000.00000 140000.00| 150000.00000 150000.00| UNCLASSIFIED EXCAVATION | | | 0435 207034-000 6981.000 SY | 2.50000 17452.50| 1.50000 10471.50| FABRIC FOR SEPARATION | | | 0440 218002-000 14.000 CY | 275.00000 3850.00| 225.00000 3150.00| GROUTED RIPRAP | | | 0445 307001-000 3378.000 CY | 65.00000 219570.00| 40.00000 135120.00| AGGREGATE BASE COURSE, CLASS 1 | | | 0450 408002-001 187.000 GA | 1.25000 233.75| 1.25000 233.75| BITUMINOUS MATERIAL | | | 0455 502001-012 523.000 SY | 240.00000 125520.00| 180.00000 94140.00| 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0460 607001-001 837.000 LF | 14.34000 12002.58| 15.50000 12973.50| TYPE 1 GUARDRAIL, CLASS I | | | 0465 607006-001 8.000 EA | 1000.00000 8000.00| 1262.00000 10096.00| THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0470 607009-001 100.000 LF | 4.98000 498.00| 10.00000 1000.00| TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0475 607066-001 4.000 EA | 1700.00000 6800.00| 2064.00000 8256.00| TANGENT END TERMINAL | | | 0480 607073-001 4175.000 LF | 7.64000 31897.00| 5.85000 24423.75| TCG SOCKET LINE POST SYSTEM | | | 0485 607074-001 2.000 EA | 2350.00000 4700.00| 2090.00000 4180.00| TCG END TERMINAL | | | 0490 636024-001 1588.000 LF | 10.00000 15880.00| 12.00000 19056.00| TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0495 639001-001 LUMP | 6000.00000 6000.00| 50000.00000 50000.00| CONSTRUCTION LAYOUT STAKE | | | 0500 642011-001 28.000 EA | 10.00000 280.00| 15.00000 420.00| HAY OR STRAW BALE | | | 0505 642012-001 720.000 LF | 3.00000 2160.00| 3.50000 2520.00| SILT FENCE | | | 0510 663001-004 14400.000 LF | 0.15000 2160.00| 0.10000 1440.00| EDGE LINE, TYPE II ,WHITE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 003 -8 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0702640AR1 COUNTIES : MERCER LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1199322 |( 2 ) 31-1316393 |( ) |VELOTTA COMPANY, THE |AHERN & ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0515 663001-004 14400.000 LF | 0.15000 2160.00| 0.10000 1440.00| EDGE LINE, TYPE II ,YELLOW | | | 0520 663002-005 3600.000 LF | 0.15000 540.00| 0.10000 360.00| LANE LINE OR CENTERLINE, TYPE II ,WHITE | | | 0525 663007-010 500.000 LF | 5.00000 2500.00| 6.00000 3000.00| STRIPE, TYPE V ,WHITE | | | 0530 663012-208 235.000 EA | 18.00000 4230.00| 23.00000 5405.00| RAISED PAVEMENT MARKER, TYPE P-2 | | | 0535 401001-001 DD1 1794.000 TN | 66.50000 119301.00| 66.50000 119301.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0540 401001-002 DD2 1638.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0545 402001-001 EE1 68.000 TN | 95.00000 6460.00| 95.00000 6460.00| MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0550 402001-002 EE2 65.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | SECTION TOTALS | $ 833,154.83| $ 796,406.50| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 BRIDGE #2433.2 X231 | | | 0555 203001-000 LUMP | 300000.00000 300000.00| 500000.00000 500000.00| DISMANTLING STRUCTURE | | | 0560 212005-000 73.000 CY | 175.00000 12775.00| 140.00000 10220.00| SELECT MATERIAL FOR BACKFILLING | | | 0565 601002-001 94.000 CY | 1300.00000 122200.00| 1250.00000 117500.00| CLASS B CONCRETE | | | 0570 601003-001 66.000 CY | 1100.00000 72600.00| 925.00000 61050.00| CLASS K CONCRETE | | | 0575 601009-001 464.000 CY | 925.00000 429200.00| 950.00000 440800.00| CLASS H CONCRETE | | | 0580 602001-001 11157.000 LB | 1.20000 13388.40| 1.40000 15619.80| REINFORCING STEEL BAR | | | 0585 602002-001 129569.000 LB | 1.20000 155482.80| 1.30000 168439.70| EPOXY COATED REINFORCING STEEL BAR | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/04/07 PAGE : 003 -9 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0702640AR1 COUNTIES : MERCER LETTING DATE : 11/16/07 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1199322 |( 2 ) 31-1316393 |( ) |VELOTTA COMPANY, THE |AHERN & ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0590 615003-001 23204.000 LS | 180000.00000 180000.00| 157000.00000 157000.00| FABRICATED STRUCTURAL STEEL | | | 0595 615028-001 30.000 EA | 2200.00000 66000.00| 2700.00000 81000.00| GUIDED BEARING, ELASTOMERIC | | | 0600 615030-001 10.000 EA | 2200.00000 22000.00| 3000.00000 30000.00| FIXED BEARING, ELASTOMERIC | | | 0605 616004-008 1410.000 LF | 125.00000 176250.00| 75.00000 105750.00| HP12X74 STEEL BEARING PILE, DRIVEN | | | 0610 639001-001 LUMP | 12000.00000 12000.00| 25000.00000 25000.00| CONSTRUCTION LAYOUT STAKE | | | 0615 662006-001 2.000 EA | 6000.00000 12000.00| 7000.00000 14000.00| JUNCTION BOX, TYPE A | | | 0620 688002-001 LUMP | 303875.00000 303875.00| 400000.00000 400000.00| CLEAN AND PAINT EXISTING STEEL BRIDGE | | | COATED WITH LEAD BASE PAINT | | | 0625 688003-001 LUMP | 35000.00000 35000.00| 50000.00000 50000.00| CONTAINMENT AND DISPOSAL OF SPENT | | | MATERIAL | | | SECTION TOTALS | $ 1,912,771.20| $ 2,176,379.50| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 6,155,492.18| $ 6,796,200.00| $ ====================================================================================================================================