WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 0627649 COUNTIES : GRANT LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : BISMARK E WV42/93 I/S - E CO3 FORE KNOBS PROJECT(S) : X312-000H/00-081.35 03 ACAP 0484 299 000 LOCATION: 0.4 MI E WV93 / WV42 I/S - 0.68 MI N E FORE KNOBS ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 31-1257382 HI-WAY PAVING, INC. $ 24,985,760.15 100.0000% 2 31-1023518 KOKOSING CONSTRUCTION COMPANY, INC. $ 25,781,693.07 103.1855% 3 31-0533105 HARPER COMPANY., THE $ 25,849,110.47 103.4554% 4 61-0725598 HINKLE CONTRACTING COMPANY LLC $ 27,494,302.31 110.0399% 5 23-1374051 NEW ENTERPRISE STONE & LIME CO., INC. $ 28,692,249.99 114.8344% 6 25-0990800 GOLDEN TRIANGLE CONSTRUCTION CO., INC. $ 28,774,298.88 115.1628% 7 55-0570769 WEST VIRGINIA PAVING, INC. $ 29,583,005.78 118.3995% 8 36-3286318 ARCHER WESTERN CONTRACTORS $ 30,498,000.00 122.0615% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0627649 COUNTIES : GRANT LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1257382 |( 2 ) 31-1023518 |( 3 ) 31-0533105 |HI-WAY PAVING, INC. |KOKOSING CONSTRUCTION COMPAN |HARPER COMPANY., THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE & PAVE K000 | | | 0005 201001-000 1.000 LS | 100000.00000 100000.00| 16000.00000 16000.00| 11936.89000 11936.89 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 1244000.00000 1244000.00| 1285000.00000 1285000.00| 1227895.97000 1227895.97 MOBILIZATION | | | 0015 207001-001 27641.000 CY | 7.00000 193487.00| 5.00000 138205.00| 9.45000 261207.45 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 3109.000 CY | 35.00000 108815.00| 36.00000 111924.00| 49.64000 154330.76 SUBGRADE | | | 0030 207034-000 22413.000 SY | 1.18000 26447.34| 1.60000 35860.80| 1.24000 27792.12 FABRIC FOR SEPARATION | | | 0035 228001-000 27547.000 SY | 1.25000 34433.75| 2.00000 55094.00| 1.23000 33882.81 SUBGRADE PREPARATION | | | 0040 307001-000 3691.000 CY | 35.00000 129185.00| 15.00000 55365.00| 31.66000 116857.06 AGGREGATE BASE COURSE, CLASS 1 | | | 0045 307001-000 2467.000 CY | 75.00000 185025.00| 55.00000 135685.00| 41.19000 101615.73 AGGREGATE BASE COURSE, CLASS 10 | | | 0050 307001-000 311.000 CY | 60.00000 18660.00| 58.00000 18038.00| 50.07000 15571.77 AGGREGATE BASE COURSE, CLASS 3 | | | 0055 311006-001 3169.000 CY | 85.00000 269365.00| 40.00000 126760.00| 81.48000 258210.12 OPEN GRADED FREE DRAINING BASE COURSE | | | 0060 320001-001 2887.000 CY | 95.00000 274265.00| 100.00000 288700.00| 40.91000 118107.17 AGGREGATE FOR TRUCK ESCAPE RAMP | | | 0065 408002-001 42.000 GA | 3.10000 130.20| 3.15000 132.30| 3.27000 137.34 BITUMINOUS MATERIAL | | | 0070 601002-001 56.600 CY | 600.00000 33960.00| 860.00000 48676.00| 948.15000 53665.29 CLASS B CONCRETE | | | 0075 604076-016 126.000 LF | 120.00000 15120.00| 60.00000 7560.00| 65.91000 8304.66 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0080 605004-001 2.000 EA | 1500.00000 3000.00| 1700.00000 3400.00| 2067.77000 4135.54 TYPE B INLET | | | 0085 605014-001 1.000 EA | 1000.00000 1000.00| 1800.00000 1800.00| 2600.60000 2600.60 MODIFIED INLET, TYPE B | | | 0090 605020-001 8.000 EA | 1000.00000 8000.00| 1350.00000 10800.00| 2135.43000 17083.44 INSTALL INLET GRATE, TYPE A | | | 0095 605020-001 40.000 EA | 900.00000 36000.00| 800.00000 32000.00| 2116.35000 84654.00 INSTALL INLET GRATE, TYPE B | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0627649 COUNTIES : GRANT LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1257382 |( 2 ) 31-1023518 |( 3 ) 31-0533105 |HI-WAY PAVING, INC. |KOKOSING CONSTRUCTION COMPAN |HARPER COMPANY., THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0100 605020-001 2.000 EA | 1500.00000 3000.00| 1200.00000 2400.00| 2299.25000 4598.50 INSTALL INLET GRATE, TYPE F | | | 0105 606029-001 105164.000 LF | 6.22000 654120.08| 8.00000 841312.00| 7.68000 807659.52 FREE DRAINING BASE TRENCH | | | 0110 606030-001 6335.000 LF | 10.75000 68101.25| 16.00000 101360.00| 11.32000 71712.20 OUTLET PIPE, 6 INCH | | | 0115 607001-001 50894.000 LF | 13.30000 676890.20| 13.47000 685542.18| 17.49000 890136.06 TYPE 1 GUARDRAIL, CLASS I | | | 0120 607001-001 3500.000 LF | 10.10000 35350.00| 10.23000 35805.00| 13.48000 47180.00 TYPE 1 GUARDRAIL, CLASS III | | | 0125 607006-001 29.000 EA | 1200.00000 34800.00| 1215.19000 35240.51| 1306.25000 37881.25 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0130 607025-001 9.000 EA | 400.00000 3600.00| 405.06000 3645.54| 421.37000 3792.33 CUT SLOPE TERMINAL, TYPE A | | | 0135 607025-001 1.000 EA | 500.00000 500.00| 506.33000 506.33| 474.04000 474.04 CUT SLOPE TERMINAL, TYPE B | | | 0140 607030-001 20.000 EA | 455.00000 9100.00| 460.76000 9215.20| 653.13000 13062.60 SPECIAL TRAILING END TERMINAL | | | 0145 607065-001 11.000 EA | 1600.00000 17600.00| 1620.25000 17822.75| 2370.22000 26072.42 FLARED END TERMINAL | | | 0150 607066-001 4.000 EA | 1800.00000 7200.00| 1822.79000 7291.16| 2528.23000 10112.92 TANGENT END TERMINAL | | | 0155 608002-001 1085.000 LF | 9.00000 9765.00| 9.00000 9765.00| 15.38000 16687.30 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0160 609001-001 1568.000 SY | 30.00000 47040.00| 40.00000 62720.00| 29.45000 46177.60 CONCRETE SIDEWALK | | | 0165 610001-001 1370.000 LF | 10.00000 13700.00| 27.00000 36990.00| 12.16000 16659.20 PLAIN CONCRETE CURBING, TYPE I | | | 0170 610001-003 3326.000 LF | 6.50000 21619.00| 20.00000 66520.00| 11.14000 37051.64 PLAIN CONCRETE CURBING, TYPE III | | | 0175 610001-004 484.000 LF | 30.00000 14520.00| 28.00000 13552.00| 11.14000 5391.76 PLAIN CONCRETE CURBING, TYPE IV | | | 0180 610003-002 216.000 LF | 60.00000 12960.00| 40.00000 8640.00| 19.82000 4281.12 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE II | | | 0185 610006-005 14269.000 LF | 40.00000 570760.00| 35.00000 499415.00| 51.28000 731714.32 MEDIAN, TYPE V (42" TYPE F) | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0627649 COUNTIES : GRANT LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1257382 |( 2 ) 31-1023518 |( 3 ) 31-0533105 |HI-WAY PAVING, INC. |KOKOSING CONSTRUCTION COMPAN |HARPER COMPANY., THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0190 633001-001 2435.000 SY | 80.00000 194800.00| 70.00000 170450.00| 69.65000 169597.75 CONCRETE GUTTER | | | 0195 633003-001 667.000 CY | 70.00000 46690.00| 46.00000 30682.00| 64.22000 42834.74 DUMPED ROCK GUTTER | | | 0200 636011-001 6560.000 UN | 1.00000 6560.00| 1.00000 6560.00| 1.58000 10364.80 TRAFFIC CONTROL DEVICE | | | 0205 636014-001 250.000 HR | 46.00000 11500.00| 58.00000 14500.00| 48.46000 12115.00 FLAGGER | | | 0210 636025-001 1000.000 DA | 1.25000 1250.00| 1.20000 1200.00| 1.32000 1320.00 WARNING LIGHTS, TYPE B | | | 0215 637001-001 146.000 MG | 65.00000 9490.00| 55.00000 8030.00| 10.00000 1460.00 WATER FOR DUST PALLIATIVE | | | 0220 638001-001 8.000 EA | 65.00000 520.00| 200.00000 1600.00| 20.54000 164.32 PROJECT MARKER | | | 0225 638003-001 46.000 EA | 250.00000 11500.00| 300.00000 13800.00| 146.37000 6733.02 SURVEY MARKER | | | 0230 639001-001 LUMP | 150000.00000 150000.00| 250000.00000 250000.00| 223937.52000 223937.52 CONSTRUCTION LAYOUT STAKE | | | 0235 640002-001 22.000 MO | 600.00000 13200.00| 1500.00000 33000.00| 1696.55000 37324.10 LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0240 640003-001 LUMP | 40000.00000 40000.00| 6000.00000 6000.00| 4258.98000 4258.98 BUILDING EQUIPMENT | | | 0245 642004-001 4277.400 LB | 0.01000 42.77| 0.01000 42.77| 0.01000 42.77 SEED MIXTURE, TEMPORARY | | | 0250 642004-002 202.000 LB | 2.67000 539.34| 2.67000 539.34| 2.81000 567.62 SEED MIXTURE, B | | | 0255 642004-003 435.000 LB | 5.49000 2388.15| 5.49000 2388.15| 5.78000 2514.30 SEED MIXTURE, D | | | 0260 642005-001 172.100 TN | 340.00000 58514.00| 340.00000 58514.00| 358.17000 61641.06 MULCH, STRAW OR HAY | | | 0265 642005-002 3.000 TN | 1050.00000 3150.00| 1050.00000 3150.00| 1106.10000 3318.30 MULCH, WOOD CELLULOSE FIBER | | | 0270 642006-001 26.800 TN | 580.00000 15544.00| 580.00000 15544.00| 610.99000 16374.53 FERTILIZER | | | 0275 642007-001 10138.000 SY | 1.35000 13686.30| 2.00000 20276.00| 1.42000 14395.96 FIBER MATTING | | | 0280 642010-001 47.700 TN | 10.00000 477.00| 10.00000 477.00| 10.53000 502.28 AGRICULTURAL LIMESTONE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0627649 COUNTIES : GRANT LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1257382 |( 2 ) 31-1023518 |( 3 ) 31-0533105 |HI-WAY PAVING, INC. |KOKOSING CONSTRUCTION COMPAN |HARPER COMPANY., THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0285 642012-001 91276.000 LF | 1.25000 114095.00| 1.00000 91276.00| 1.53000 139652.28 SILT FENCE | | | 0290 642015-001 500.000 LF | 7.00000 3500.00| 9.00000 4500.00| 17.75000 8875.00 SUPER SILT FENCE | | | 0295 642031-001 98.000 EA | 115.00000 11270.00| 50.00000 4900.00| 55.15000 5404.70 DITCH CHECK | | | 0300 642033-001 2417.000 CY | 6.00000 14502.00| 7.50000 18127.50| 6.16000 14888.72 SEDIMENT TRAP | | | 0304 642035-001 55.000 EA | 1500.00000 82500.00| 2000.00000 110000.00| 854.89000 47018.95 RISER ,SEDIMENT BASIN REMOVAL | | | 0305 642036-001 2847.000 CY | 13.00000 37011.00| 1.00000 2847.00| 6.16000 17537.52 SEDIMENT REMOVAL | | | 0310 642042-001 316.000 EA | 120.00000 37920.00| 50.00000 15800.00| 127.18000 40188.88 FLOCCULANT BLOCK | | | 0315 642043-001 1958.000 EA | 60.00000 117480.00| 69.00000 135102.00| 39.75000 77830.50 PREMANUFACTURED DITCH CHECK | | | 0320 652001-001 73.240 TN | 10.00000 732.40| 10.00000 732.40| 10.53000 771.22 AGRICULTURAL LIMESTONE | | | 0325 652002-001 29.450 TN | 540.00000 15903.00| 540.00000 15903.00| 568.85000 16752.63 FERTILIZER, 10-20-10 | | | 0330 652002-002 8.800 TN | 846.00000 7444.80| 846.00000 7444.80| 891.20000 7842.56 FERTILIZER, UREA FORMALDEHYDE | | | 0335 652003-001 3820.300 LB | 4.34000 16580.10| 4.34000 16580.10| 4.57000 17458.77 SEED MIXTURES, B, C-1, OR C-2 | | | 0340 652003-002 633.200 LB | 9.50000 6015.40| 9.50000 6015.40| 10.01000 6338.33 SEED MIXTURE, D | | | 0345 652004-001 168.900 TN | 165.00000 27868.50| 165.00000 27868.50| 173.82000 29358.20 STRAW OR HAY MULCH | | | 0350 652004-002 2.000 TN | 975.00000 1950.00| 975.00000 1950.00| 1027.09000 2054.18 WOOD CELLULOSE FIBER MULCH | | | 0355 664001-016 4.000 EA | 25000.00000 100000.00| 32302.86000 129211.44| 40030.35000 160121.40 IMPACT ATTENUATING DEVICE, TYPE VIII | | | 0360 695001-001 435037.000 SY | 39.25000 17075202.25| 41.00000 17836517.00| 39.80000 17314472.60 MAINLINE PAVEMENT | | | 0365 699000-001 2000.000 HR | 0.80000 1600.00| 0.80000 1600.00| 0.80000 1600.00 ON JOB TRAINING | | | 0370 401001-011 AA1 4005.000 TN | 69.25000 277346.25| 70.31000 281591.55| 72.95000 292164.75 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0627649 COUNTIES : GRANT LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1257382 |( 2 ) 31-1023518 |( 3 ) 31-0533105 |HI-WAY PAVING, INC. |KOKOSING CONSTRUCTION COMPAN |HARPER COMPANY., THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0375 401001-012 AA2 3851.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0380 401001-011 BB1 4117.000 TN | 72.80000 299717.60| 73.92000 304328.64| 76.69000 315732.73 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5, ADD 0.5% AC | | | 0385 401001-012 BB2 3931.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5, ADD 0.5% AC | | | 0390 401007-011 CC1 380.000 TN | 90.60000 34428.00| 91.99000 34956.20| 95.44000 36267.20 SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL | | | 0395 401007-012 CC2 365.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, SLAG | | | 0400 402001-011 DD1 1644.000 TN | 97.15000 159714.60| 98.64000 162164.16| 102.34000 168246.96 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 12.5 | | | 0405 402001-012 DD2 1582.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 12.5 | | | 0410 410001-002 EE1 188087.000 LF | | | SAWED RUMBLE STRIP | | | 0415 410001-003 EE2 188087.000 LF | 0.28000 52664.36| 0.41000 77115.67| 0.29000 54545.23 MILLED RUMBLE STRIP | | | 0416 401001-001 FF1 7905.000 TN | 74.00000 584970.00| 75.13000 593902.65| 77.95000 616194.75 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0417 401001-002 FF2 7186.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | SECTION TOTALS | $ 24,541,785.64| $ 25,325,930.04| $ 25,269,418.61 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 SIGNING & PAVEMENT MARKINGS Y002 | | | 0420 636007-001 400.000 LF | 1.00000 400.00| 1.07000 428.00| 3.16000 1264.00 ERADICATION OF PAVEMENT MARKING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0627649 COUNTIES : GRANT LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1257382 |( 2 ) 31-1023518 |( 3 ) 31-0533105 |HI-WAY PAVING, INC. |KOKOSING CONSTRUCTION COMPAN |HARPER COMPANY., THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0425 657003-001 35.000 LF | 188.00000 6580.00| 189.90000 6646.50| 198.04000 6931.40 TUBULAR SUPPORT, STEEL ,6"X4" | | | 0430 657006-001 1071.000 LF | 42.00000 44982.00| 42.42000 45431.82| 44.24000 47381.04 S4X7.7, A-572 SUPPORT, GALVANIZED | | | 0435 657006-005 279.000 LF | 56.00000 15624.00| 56.57000 15783.03| 58.99000 16458.21 W6X12, A-572 SUPPORT, GALVANIZED | | | 0440 657008-001 626.000 LF | 9.50000 5947.00| 9.60000 6009.60| 10.01000 6266.26 2.00 LB CHANNEL POST | | | 0445 657010-001 3142.500 LF | 11.00000 34567.50| 11.11000 34913.18| 11.59000 36421.58 3.00 LB CHANNEL POST | | | 0450 657012-001 933.000 LF | 14.95000 13948.35| 15.10000 14088.30| 15.75000 14694.75 4.00 LB BACK TO BACK CHANNEL POST | | | 0455 657014-001 35.500 LF | 17.00000 603.50| 17.17000 609.54| 17.91000 635.81 6.00 LB BACK TO BACK CHANNEL POST | | | 0460 657017-001 29.800 CY | 1490.00000 44402.00| 1505.05000 44850.49| 1569.61000 46774.38 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0465 661001-001 3392.290 SF | 16.50000 55972.79| 16.67000 56549.47| 17.38000 58958.00 0.080 IN FLAT SHEET SIGN | | | 0470 661002-001 809.500 SF | 21.50000 17404.25| 21.72000 17582.34| 22.65000 18335.18 EXTRUDED PANEL SIGN | | | 0475 661004-002 38.000 EA | 29.00000 1102.00| 29.29000 1113.02| 30.55000 1160.90 DELINEATOR, ENCAPSULATED LENS, SINGLE, | | | WHITE 3X9 | | | 0480 661013-001 30.000 EA | 22.00000 660.00| 22.22000 666.60| 23.18000 695.40 PLASTIC DELINEATOR POST, RED, GUARDRAIL | | | MOUNTED | | | 0485 661013-001 16.000 EA | 32.00000 512.00| 32.32000 517.12| 33.71000 539.36 PLASTIC DELINEATOR POST, RED, SOIL | | | ANCHORED | | | 0490 661013-001 268.000 EA | 22.00000 5896.00| 22.22000 5954.96| 23.18000 6212.24 PLASTIC DELINEATOR POST, WHITE, | | | GUARDRAIL MOUNTED | | | 0495 661013-001 370.000 EA | 32.00000 11840.00| 32.32000 11958.40| 33.71000 12472.70 PLASTIC DELINEATOR POST, WHITE, SOIL | | | ANCHORED | | | 0500 661013-001 15.000 EA | 22.00000 330.00| 22.22000 333.30| 23.18000 347.70 PLASTIC DELINEATOR POST, YELLOW, | | | GUARDRAIL MOUNTED | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0627649 COUNTIES : GRANT LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1257382 |( 2 ) 31-1023518 |( 3 ) 31-0533105 |HI-WAY PAVING, INC. |KOKOSING CONSTRUCTION COMPAN |HARPER COMPANY., THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0505 661013-001 200.000 EA | 32.00000 6400.00| 32.32000 6464.00| 33.71000 6742.00 PLASTIC DELINEATOR POST, YELLOW, SOIL | | | ANCHORED | | | 0510 661020-001 102.000 EA | 24.00000 2448.00| 24.24000 2472.48| 25.28000 2578.56 DELINEATOR, TYPE B-1 YELLOW, 8X12 | | | 0515 663001-004 5900.000 LF | 0.18000 1062.00| 0.19000 1121.00| 0.37000 2183.00 EDGE LINE, TYPE II - 4 IN ,WHITE | | | 0520 663001-010 120.000 LF | 3.80000 456.00| 4.06000 487.20| 8.43000 1011.60 EDGE LINE, TYPE V - 4 IN, BLUE | | | 0525 663001-010 300.000 LF | 3.80000 1140.00| 4.06000 1218.00| 8.43000 2529.00 EDGE LINE, TYPE V - 4 IN, WHITE | | | 0530 663001-019 4440.000 LF | 0.25000 1110.00| 0.27000 1198.80| 0.55000 2442.00 EDGE LINE, TYPE IX - 4 IN ,WHITE | | | 0535 663001-019 2200.000 LF | 0.25000 550.00| 0.27000 594.00| 0.55000 1210.00 EDGE LINE, TYPE IX - 4 IN ,YELLOW | | | 0540 663001-028 106524.000 LF | 0.34000 36218.16| 0.36000 38348.64| 0.65000 69240.60 EDGE LINE, TYPE IX - 6 IN ,WHITE | | | 0545 663001-028 106002.000 LF | 0.34000 36040.68| 0.36000 38160.72| 0.65000 68901.30 EDGE LINE, TYPE IX - 6 IN ,YELLOW | | | 0550 663001-035 810.000 LF | 0.50000 405.00| 0.53000 429.30| 0.76000 615.60 EDGE LINE, TYPE IX - 8 IN ,WHITE | | | 0555 663002-028 28267.000 LF | 0.34000 9610.78| 0.36000 10176.12| 0.65000 18373.55 LANE LINE, TYPE IX - 6 IN ,WHITE | | | 0560 663002-038 5900.000 LF | 0.18000 1062.00| 0.19000 1121.00| 0.37000 2183.00 CENTERLINE, TYPE II - 4 IN | | | 0565 663002-065 558.000 LF | 0.50000 279.00| 0.53000 295.74| 0.76000 424.08 LANE LINE, TYPE IX - 8 IN | | | 0570 663004-011 2983.000 LF | 5.50000 16406.50| 5.88000 17540.04| 12.64000 37705.12 CHANNELIZING LINE, TYPE V - 8 IN | | | 0575 663005-011 385.000 LF | 16.00000 6160.00| 17.11000 6587.35| 21.07000 8111.95 STOP LINE, TYPE V - 24 IN | | | 0580 663007-010 740.000 LF | 8.00000 5920.00| 8.56000 6334.40| 10.53000 7792.20 STRIPE, TYPE V - 12 IN ,WHITE | | | 0585 663009-015 4.000 EA | 225.00000 900.00| 240.68000 962.72| 474.04000 1896.16 HANDICAPPED SYMBOL, TYPE V | | | 0590 663010-010 37.000 EA | 185.00000 6845.00| 197.89000 7321.93| 189.62000 7015.94 ONE DIRECTION LANE ASSIGNMENT ARROW, TY | | | V | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0627649 COUNTIES : GRANT LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1257382 |( 2 ) 31-1023518 |( 3 ) 31-0533105 |HI-WAY PAVING, INC. |KOKOSING CONSTRUCTION COMPAN |HARPER COMPANY., THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0595 663011-010 8.000 EA | 68.00000 544.00| 72.74000 581.92| 73.74000 589.92 LANE LETTER, TYPE V | | | 0600 663012-208 1844.000 EA | 21.50000 39646.00| 23.00000 42412.00| 31.60000 58270.40 RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 433,974.51| $ 447,263.03| $ 575,364.89 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 COMPUTER SYSTEM K000 | | | 0605 640004-001 LUMP | 10000.00000 10000.00| 8500.00000 8500.00| 4326.97000 4326.97 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 10,000.00| $ 8,500.00| $ 4,326.97 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 24,985,760.15| $ 25,781,693.07| $ 25,849,110.47 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0627649 COUNTIES : GRANT LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-0725598 |( 5 ) 23-1374051 |( 6 ) 25-0990800 |HINKLE CONTRACTING COMPANY L |NEW ENTERPRISE STONE & LIME |GOLDEN TRIANGLE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE & PAVE K000 | | | 0005 201001-000 1.000 LS | 51264.70000 51264.70| 50000.00000 50000.00| 5000.00000 5000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 775000.00000 775000.00| 1040000.00000 1040000.00| 1425000.00000 1425000.00 MOBILIZATION | | | 0015 207001-001 27641.000 CY | 8.51000 235224.91| 13.00000 359333.00| 5.20000 143733.20 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 3109.000 CY | 9.72000 30219.48| 15.00000 46635.00| 29.00000 90161.00 SUBGRADE | | | 0030 207034-000 22413.000 SY | 1.23000 27567.99| 1.30000 29136.90| 1.20000 26895.60 FABRIC FOR SEPARATION | | | 0035 228001-000 27547.000 SY | 1.21000 33331.87| 1.00000 27547.00| 1.20000 33056.40 SUBGRADE PREPARATION | | | 0040 307001-000 3691.000 CY | 36.11000 133282.01| 36.00000 132876.00| 50.00000 184550.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0045 307001-000 2467.000 CY | 37.48000 92463.16| 38.00000 93746.00| 65.00000 160355.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0050 307001-000 311.000 CY | 51.99000 16168.89| 43.00000 13373.00| 37.00000 11507.00 AGGREGATE BASE COURSE, CLASS 3 | | | 0055 311006-001 3169.000 CY | 115.98000 367540.62| 88.00000 278872.00| 75.00000 237675.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0060 320001-001 2887.000 CY | 75.92000 219181.04| 92.50000 267047.50| 90.00000 259830.00 AGGREGATE FOR TRUCK ESCAPE RAMP | | | 0065 408002-001 42.000 GA | 3.11000 130.62| 4.00000 168.00| 4.00000 168.00 BITUMINOUS MATERIAL | | | 0070 601002-001 56.600 CY | 1092.71000 61847.39| 1290.00000 73014.00| 700.00000 39620.00 CLASS B CONCRETE | | | 0075 604076-016 126.000 LF | 78.05000 9834.30| 75.00000 9450.00| 76.00000 9576.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0080 605004-001 2.000 EA | 2393.55000 4787.10| 2860.00000 5720.00| 2300.00000 4600.00 TYPE B INLET | | | 0085 605014-001 1.000 EA | 3746.42000 3746.42| 4200.00000 4200.00| 2400.00000 2400.00 MODIFIED INLET, TYPE B | | | 0090 605020-001 8.000 EA | 1925.25000 15402.00| 2105.00000 16840.00| 2000.00000 16000.00 INSTALL INLET GRATE, TYPE A | | | 0095 605020-001 40.000 EA | 1378.89000 55155.60| 1545.00000 61800.00| 1200.00000 48000.00 INSTALL INLET GRATE, TYPE B | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0627649 COUNTIES : GRANT LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-0725598 |( 5 ) 23-1374051 |( 6 ) 25-0990800 |HINKLE CONTRACTING COMPANY L |NEW ENTERPRISE STONE & LIME |GOLDEN TRIANGLE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0100 605020-001 2.000 EA | 3642.35000 7284.70| 3865.00000 7730.00| 2000.00000 4000.00 INSTALL INLET GRATE, TYPE F | | | 0105 606029-001 105164.000 LF | 6.76000 710908.64| 7.60000 799246.40| 8.00000 841312.00 FREE DRAINING BASE TRENCH | | | 0110 606030-001 6335.000 LF | 11.19000 70888.65| 12.00000 76020.00| 13.80000 87423.00 OUTLET PIPE, 6 INCH | | | 0115 607001-001 50894.000 LF | 13.70000 697247.80| 14.00000 712516.00| 13.80000 702337.20 TYPE 1 GUARDRAIL, CLASS I | | | 0120 607001-001 3500.000 LF | 10.40000 36400.00| 10.75000 37625.00| 10.50000 36750.00 TYPE 1 GUARDRAIL, CLASS III | | | 0125 607006-001 29.000 EA | 1236.19000 35849.51| 1278.00000 37062.00| 1240.00000 35960.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0130 607025-001 9.000 EA | 412.06000 3708.54| 426.00000 3834.00| 520.00000 4680.00 CUT SLOPE TERMINAL, TYPE A | | | 0135 607025-001 1.000 EA | 515.08000 515.08| 530.00000 530.00| 410.00000 410.00 CUT SLOPE TERMINAL, TYPE B | | | 0140 607030-001 20.000 EA | 468.73000 9374.60| 484.00000 9680.00| 460.00000 9200.00 SPECIAL TRAILING END TERMINAL | | | 0145 607065-001 11.000 EA | 1648.27000 18130.97| 1704.00000 18744.00| 1660.00000 18260.00 FLARED END TERMINAL | | | 0150 607066-001 4.000 EA | 1854.30000 7417.20| 1917.00000 7668.00| 1860.00000 7440.00 TANGENT END TERMINAL | | | 0155 608002-001 1085.000 LF | 12.00000 13020.00| 10.00000 10850.00| 9.40000 10199.00 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0160 609001-001 1568.000 SY | 52.03000 81583.04| 53.00000 83104.00| 24.00000 37632.00 CONCRETE SIDEWALK | | | 0165 610001-001 1370.000 LF | 34.35000 47059.50| 35.00000 47950.00| 16.00000 21920.00 PLAIN CONCRETE CURBING, TYPE I | | | 0170 610001-003 3326.000 LF | 36.43000 121166.18| 37.00000 123062.00| 12.00000 39912.00 PLAIN CONCRETE CURBING, TYPE III | | | 0175 610001-004 484.000 LF | 46.83000 22665.72| 48.00000 23232.00| 12.50000 6050.00 PLAIN CONCRETE CURBING, TYPE IV | | | 0180 610003-002 216.000 LF | 57.24000 12363.84| 59.00000 12744.00| 32.02000 6916.32 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE II | | | 0185 610006-005 14269.000 LF | 50.83000 725293.27| 36.00000 513684.00| 36.00000 513684.00 MEDIAN, TYPE V (42" TYPE F) | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 001 -12 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0627649 COUNTIES : GRANT LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-0725598 |( 5 ) 23-1374051 |( 6 ) 25-0990800 |HINKLE CONTRACTING COMPANY L |NEW ENTERPRISE STONE & LIME |GOLDEN TRIANGLE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0190 633001-001 2435.000 SY | 67.64000 164703.40| 69.00000 168015.00| 53.00000 129055.00 CONCRETE GUTTER | | | 0195 633003-001 667.000 CY | 100.95000 67333.65| 41.00000 27347.00| 37.00000 24679.00 DUMPED ROCK GUTTER | | | 0200 636011-001 6560.000 UN | 1.54000 10102.40| 1.00000 6560.00| 1.20000 7872.00 TRAFFIC CONTROL DEVICE | | | 0205 636014-001 250.000 HR | 59.09000 14772.50| 43.00000 10750.00| 50.00000 12500.00 FLAGGER | | | 0210 636025-001 1000.000 DA | 1.28000 1280.00| 1.30000 1300.00| 1.50000 1500.00 WARNING LIGHTS, TYPE B | | | 0215 637001-001 146.000 MG | 35.89000 5239.94| 6.00000 876.00| 100.00000 14600.00 WATER FOR DUST PALLIATIVE | | | 0220 638001-001 8.000 EA | 19.99000 159.92| 338.00000 2704.00| 55.00000 440.00 PROJECT MARKER | | | 0225 638003-001 46.000 EA | 435.75000 20044.50| 338.00000 15548.00| 140.00000 6440.00 SURVEY MARKER | | | 0230 639001-001 LUMP | 281955.87000 281955.87| 375000.00000 375000.00| 120000.00000 120000.00 CONSTRUCTION LAYOUT STAKE | | | 0235 640002-001 22.000 MO | 1537.94000 33834.68| 3215.00000 70730.00| 2500.00000 55000.00 LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0240 640003-001 LUMP | 10252.93000 10252.93| 5975.00000 5975.00| 30000.00000 30000.00 BUILDING EQUIPMENT | | | 0245 642004-001 4277.400 LB | 2.06000 8811.44| 0.01000 42.77| 0.01000 42.77 SEED MIXTURE, TEMPORARY | | | 0250 642004-002 202.000 LB | 5.15000 1040.30| 2.85000 575.70| 2.80000 565.60 SEED MIXTURE, B | | | 0255 642004-003 435.000 LB | 7.21000 3136.35| 5.85000 2544.75| 5.70000 2479.50 SEED MIXTURE, D | | | 0260 642005-001 172.100 TN | 164.83000 28367.24| 362.00000 62300.20| 355.00000 61095.50 MULCH, STRAW OR HAY | | | 0265 642005-002 3.000 TN | 463.57000 1390.71| 1120.00000 3360.00| 1100.00000 3300.00 MULCH, WOOD CELLULOSE FIBER | | | 0270 642006-001 26.800 TN | 1467.99000 39342.13| 617.00000 16535.60| 600.00000 16080.00 FERTILIZER | | | 0275 642007-001 10138.000 SY | 1.29000 13078.02| 1.45000 14700.10| 1.40000 14193.20 FIBER MATTING | | | 0280 642010-001 47.700 TN | 61.81000 2948.34| 11.00000 524.70| 10.50000 500.85 AGRICULTURAL LIMESTONE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 001 -13 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0627649 COUNTIES : GRANT LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-0725598 |( 5 ) 23-1374051 |( 6 ) 25-0990800 |HINKLE CONTRACTING COMPANY L |NEW ENTERPRISE STONE & LIME |GOLDEN TRIANGLE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0285 642012-001 91276.000 LF | 2.04000 186203.04| 2.35000 214498.60| 1.20000 109531.20 SILT FENCE | | | 0290 642015-001 500.000 LF | 17.79000 8895.00| 20.00000 10000.00| 8.00000 4000.00 SUPER SILT FENCE | | | 0295 642031-001 98.000 EA | 112.78000 11052.44| 96.00000 9408.00| 40.00000 3920.00 DITCH CHECK | | | 0300 642033-001 2417.000 CY | 26.76000 64678.92| 10.00000 24170.00| 6.00000 14502.00 SEDIMENT TRAP | | | 0304 642035-001 55.000 EA | 10220.49000 562126.95| 4240.00000 233200.00| 20000.00000 1100000.00 RISER ,SEDIMENT BASIN REMOVAL | | | 0305 642036-001 2847.000 CY | 20.57000 58562.79| 9.25000 26334.75| 8.00000 22776.00 SEDIMENT REMOVAL | | | 0310 642042-001 316.000 EA | 143.18000 45244.88| 108.00000 34128.00| 140.00000 44240.00 FLOCCULANT BLOCK | | | 0315 642043-001 1958.000 EA | 127.95000 250526.10| 160.00000 313280.00| 60.00000 117480.00 PREMANUFACTURED DITCH CHECK | | | 0320 652001-001 73.240 TN | 61.81000 4526.96| 11.00000 805.64| 10.50000 769.02 AGRICULTURAL LIMESTONE | | | 0325 652002-001 29.450 TN | 592.35000 17444.71| 575.00000 16933.75| 560.00000 16492.00 FERTILIZER, 10-20-10 | | | 0330 652002-002 8.800 TN | 1364.97000 12011.74| 900.00000 7920.00| 880.00000 7744.00 FERTILIZER, UREA FORMALDEHYDE | | | 0335 652003-001 3820.300 LB | 4.12000 15739.64| 4.65000 17764.40| 4.50000 17191.35 SEED MIXTURES, B, C-1, OR C-2 | | | 0340 652003-002 633.200 LB | 20.60000 13043.92| 10.00000 6332.00| 9.90000 6268.68 SEED MIXTURE, D | | | 0345 652004-001 168.900 TN | 144.23000 24360.45| 175.00000 29557.50| 170.00000 28713.00 STRAW OR HAY MULCH | | | 0350 652004-002 2.000 TN | 515.08000 1030.16| 1040.00000 2080.00| 1020.00000 2040.00 WOOD CELLULOSE FIBER MULCH | | | 0355 664001-016 4.000 EA | 35139.14000 140556.56| 33000.00000 132000.00| 33000.00000 132000.00 IMPACT ATTENUATING DEVICE, TYPE VIII | | | 0360 695001-001 435037.000 SY | 42.25000 18380313.25| 45.55000 19815935.35| 45.00000 19576665.00 MAINLINE PAVEMENT | | | 0365 699000-001 2000.000 HR | 0.80000 1600.00| 0.80000 1600.00| 0.80000 1600.00 ON JOB TRAINING | | | 0370 401001-011 AA1 4005.000 TN | 86.98000 348354.90| 73.75000 295368.75| 72.00000 288360.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 001 -14 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0627649 COUNTIES : GRANT LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-0725598 |( 5 ) 23-1374051 |( 6 ) 25-0990800 |HINKLE CONTRACTING COMPANY L |NEW ENTERPRISE STONE & LIME |GOLDEN TRIANGLE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0375 401001-012 AA2 3851.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0380 401001-011 BB1 4117.000 TN | 86.98000 358096.66| 77.50000 319067.50| 76.00000 312892.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5, ADD 0.5% AC | | | 0385 401001-012 BB2 3931.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5, ADD 0.5% AC | | | 0390 401007-011 CC1 380.000 TN | 130.48000 49582.40| 96.50000 36670.00| 95.00000 36100.00 SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL | | | 0395 401007-012 CC2 365.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, SLAG | | | 0400 402001-011 DD1 1644.000 TN | 125.30000 205993.20| 100.00000 164400.00| 100.00000 164400.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 12.5 | | | 0405 402001-012 DD2 1582.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 12.5 | | | 0410 410001-002 EE1 188087.000 LF | 0.30000 56426.10| | SAWED RUMBLE STRIP | | | 0415 410001-003 EE2 188087.000 LF | | 0.35000 65830.45| 0.42000 78996.54 MILLED RUMBLE STRIP | | | 0416 401001-001 FF1 7905.000 TN | 80.77000 638486.85| 78.80000 622914.00| 77.00000 608685.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0417 401001-002 FF2 7186.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | SECTION TOTALS | $ 26,915,677.28| $ 28,220,627.31| $ 28,277,921.93 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 SIGNING & PAVEMENT MARKINGS Y002 | | | 0420 636007-001 400.000 LF | 3.08000 1232.00| 1.00000 400.00| 3.15000 1260.00 ERADICATION OF PAVEMENT MARKING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 001 -15 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0627649 COUNTIES : GRANT LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-0725598 |( 5 ) 23-1374051 |( 6 ) 25-0990800 |HINKLE CONTRACTING COMPANY L |NEW ENTERPRISE STONE & LIME |GOLDEN TRIANGLE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0425 657003-001 35.000 LF | 200.89000 7031.15| 200.00000 7000.00| 200.00000 7000.00 TUBULAR SUPPORT, STEEL ,6"X4" | | | 0430 657006-001 1071.000 LF | 42.75000 45785.25| 44.75000 47927.25| 43.00000 46053.00 S4X7.7, A-572 SUPPORT, GALVANIZED | | | 0435 657006-005 279.000 LF | 57.69000 16095.51| 60.00000 16740.00| 57.00000 15903.00 W6X12, A-572 SUPPORT, GALVANIZED | | | 0440 657008-001 626.000 LF | 10.30000 6447.80| 10.00000 6260.00| 10.50000 6573.00 2.00 LB CHANNEL POST | | | 0445 657010-001 3142.500 LF | 14.42000 45314.85| 11.75000 36924.38| 14.50000 45566.25 3.00 LB CHANNEL POST | | | 0450 657012-001 933.000 LF | 15.45000 14414.85| 16.00000 14928.00| 15.50000 14461.50 4.00 LB BACK TO BACK CHANNEL POST | | | 0455 657014-001 35.500 LF | 19.57000 694.74| 18.00000 639.00| 20.00000 710.00 6.00 LB BACK TO BACK CHANNEL POST | | | 0460 657017-001 29.800 CY | 1545.25000 46048.45| 1585.00000 47233.00| 1560.00000 46488.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0465 661001-001 3392.290 SF | 22.66000 76869.29| 17.60000 59704.30| 23.00000 78022.67 0.080 IN FLAT SHEET SIGN | | | 0470 661002-001 809.500 SF | 24.72000 20010.84| 23.00000 18618.50| 25.00000 20237.50 EXTRUDED PANEL SIGN | | | 0475 661004-002 38.000 EA | 10.30000 391.40| 11.00000 418.00| 10.50000 399.00 DELINEATOR, ENCAPSULATED LENS, SINGLE, | | | WHITE 3X9 | | | 0480 661013-001 30.000 EA | 20.60000 618.00| 22.00000 660.00| 21.00000 630.00 PLASTIC DELINEATOR POST, RED, GUARDRAIL | | | MOUNTED | | | 0485 661013-001 16.000 EA | 40.18000 642.88| 41.00000 656.00| 39.90000 638.40 PLASTIC DELINEATOR POST, RED, SOIL | | | ANCHORED | | | 0490 661013-001 268.000 EA | 20.60000 5520.80| 22.00000 5896.00| 21.00000 5628.00 PLASTIC DELINEATOR POST, WHITE, | | | GUARDRAIL MOUNTED | | | 0495 661013-001 370.000 EA | 39.15000 14485.50| 41.00000 15170.00| 39.90000 14763.00 PLASTIC DELINEATOR POST, WHITE, SOIL | | | ANCHORED | | | 0500 661013-001 15.000 EA | 20.60000 309.00| 21.00000 315.00| 21.00000 315.00 PLASTIC DELINEATOR POST, YELLOW, | | | GUARDRAIL MOUNTED | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 001 -16 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0627649 COUNTIES : GRANT LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-0725598 |( 5 ) 23-1374051 |( 6 ) 25-0990800 |HINKLE CONTRACTING COMPANY L |NEW ENTERPRISE STONE & LIME |GOLDEN TRIANGLE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0505 661013-001 200.000 EA | 39.15000 7830.00| 40.00000 8000.00| 39.90000 7980.00 PLASTIC DELINEATOR POST, YELLOW, SOIL | | | ANCHORED | | | 0510 661020-001 102.000 EA | 32.97000 3362.94| 34.00000 3468.00| 33.60000 3427.20 DELINEATOR, TYPE B-1 YELLOW, 8X12 | | | 0515 663001-004 5900.000 LF | 0.41000 2419.00| 0.20000 1180.00| 0.19000 1121.00 EDGE LINE, TYPE II - 4 IN ,WHITE | | | 0520 663001-010 120.000 LF | 5.79000 694.80| 4.00000 480.00| 3.99000 478.80 EDGE LINE, TYPE V - 4 IN, BLUE | | | 0525 663001-010 300.000 LF | 5.79000 1737.00| 4.00000 1200.00| 3.99000 1197.00 EDGE LINE, TYPE V - 4 IN, WHITE | | | 0530 663001-019 4440.000 LF | 0.51000 2264.40| 0.30000 1332.00| 0.26000 1154.40 EDGE LINE, TYPE IX - 4 IN ,WHITE | | | 0535 663001-019 2200.000 LF | 0.51000 1122.00| 0.30000 660.00| 0.26000 572.00 EDGE LINE, TYPE IX - 4 IN ,YELLOW | | | 0540 663001-028 106524.000 LF | 0.51000 54327.24| 0.35000 37283.40| 0.36000 38348.64 EDGE LINE, TYPE IX - 6 IN ,WHITE | | | 0545 663001-028 106002.000 LF | 0.51000 54061.02| 0.35000 37100.70| 0.36000 38160.72 EDGE LINE, TYPE IX - 6 IN ,YELLOW | | | 0550 663001-035 810.000 LF | 0.51000 413.10| 0.50000 405.00| 0.53000 429.30 EDGE LINE, TYPE IX - 8 IN ,WHITE | | | 0555 663002-028 28267.000 LF | 0.51000 14416.17| 0.35000 9893.45| 0.36000 10176.12 LANE LINE, TYPE IX - 6 IN ,WHITE | | | 0560 663002-038 5900.000 LF | 0.41000 2419.00| 0.20000 1180.00| 0.19000 1121.00 CENTERLINE, TYPE II - 4 IN | | | 0565 663002-065 558.000 LF | 0.51000 284.58| 0.50000 279.00| 0.53000 295.74 LANE LINE, TYPE IX - 8 IN | | | 0570 663004-011 2983.000 LF | 9.54000 28457.82| 5.90000 17599.70| 5.78000 17241.74 CHANNELIZING LINE, TYPE V - 8 IN | | | 0575 663005-011 385.000 LF | 19.07000 7341.95| 17.00000 6545.00| 16.80000 6468.00 STOP LINE, TYPE V - 24 IN | | | 0580 663007-010 740.000 LF | 12.26000 9072.40| 8.50000 6290.00| 8.40000 6216.00 STRIPE, TYPE V - 12 IN ,WHITE | | | 0585 663009-015 4.000 EA | 701.44000 2805.76| 240.00000 960.00| 236.25000 945.00 HANDICAPPED SYMBOL, TYPE V | | | 0590 663010-010 37.000 EA | 272.41000 10079.17| 197.00000 7289.00| 194.25000 7187.25 ONE DIRECTION LANE ASSIGNMENT ARROW, TY | | | V | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 001 -17 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0627649 COUNTIES : GRANT LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-0725598 |( 5 ) 23-1374051 |( 6 ) 25-0990800 |HINKLE CONTRACTING COMPANY L |NEW ENTERPRISE STONE & LIME |GOLDEN TRIANGLE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0595 663011-010 8.000 EA | 68.10000 544.80| 72.00000 576.00| 71.40000 571.20 LANE LETTER, TYPE V | | | 0600 663012-208 1844.000 EA | 34.06000 62806.64| 23.00000 42412.00| 22.58000 41637.52 RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 568,372.10| $ 463,622.68| $ 489,376.95 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 COMPUTER SYSTEM K000 | | | 0605 640004-001 LUMP | 10252.93000 10252.93| 8000.00000 8000.00| 7000.00000 7000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 10,252.93| $ 8,000.00| $ 7,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 27,494,302.31| $ 28,692,249.99| $ 28,774,298.88 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 001 -18 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0627649 COUNTIES : GRANT LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0570769 |( 8 ) 36-3286318 |( ) |WEST VIRGINIA PAVING, INC. |ARCHER WESTERN CONTRACTORS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE & PAVE K000 | | | 0005 201001-000 1.000 LS | 150000.00000 150000.00| 412000.00000 412000.00| CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 625000.00000 625000.00| 1500000.00000 1500000.00| MOBILIZATION | | | 0015 207001-001 27641.000 CY | 8.75000 241858.75| 10.00000 276410.00| UNCLASSIFIED EXCAVATION | | | 0020 207002-000 3109.000 CY | 31.50000 97933.50| 50.00000 155450.00| SUBGRADE | | | 0030 207034-000 22413.000 SY | 1.20000 26895.60| 1.50000 33619.50| FABRIC FOR SEPARATION | | | 0035 228001-000 27547.000 SY | 1.50000 41320.50| 2.00000 55094.00| SUBGRADE PREPARATION | | | 0040 307001-000 3691.000 CY | 34.00000 125494.00| 38.00000 140258.00| AGGREGATE BASE COURSE, CLASS 1 | | | 0045 307001-000 2467.000 CY | 36.00000 88812.00| 50.00000 123350.00| AGGREGATE BASE COURSE, CLASS 10 | | | 0050 307001-000 311.000 CY | 37.50000 11662.50| 40.00000 12440.00| AGGREGATE BASE COURSE, CLASS 3 | | | 0055 311006-001 3169.000 CY | 71.00000 224999.00| 125.00000 396125.00| OPEN GRADED FREE DRAINING BASE COURSE | | | 0060 320001-001 2887.000 CY | 96.00000 277152.00| 85.00000 245395.00| AGGREGATE FOR TRUCK ESCAPE RAMP | | | 0065 408002-001 42.000 GA | 5.00000 210.00| 3.00000 126.00| BITUMINOUS MATERIAL | | | 0070 601002-001 56.600 CY | 1300.00000 73580.00| 700.00000 39620.00| CLASS B CONCRETE | | | 0075 604076-016 126.000 LF | 77.00000 9702.00| 50.00000 6300.00| 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0080 605004-001 2.000 EA | 2300.00000 4600.00| 2100.00000 4200.00| TYPE B INLET | | | 0085 605014-001 1.000 EA | 4200.00000 4200.00| 750.00000 750.00| MODIFIED INLET, TYPE B | | | 0090 605020-001 8.000 EA | 2100.00000 16800.00| 2400.00000 19200.00| INSTALL INLET GRATE, TYPE A | | | 0095 605020-001 40.000 EA | 1625.00000 65000.00| 1900.00000 76000.00| INSTALL INLET GRATE, TYPE B | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 001 -19 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0627649 COUNTIES : GRANT LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0570769 |( 8 ) 36-3286318 |( ) |WEST VIRGINIA PAVING, INC. |ARCHER WESTERN CONTRACTORS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0100 605020-001 2.000 EA | 4000.00000 8000.00| 1100.00000 2200.00| INSTALL INLET GRATE, TYPE F | | | 0105 606029-001 105164.000 LF | 7.00000 736148.00| 6.50000 683566.00| FREE DRAINING BASE TRENCH | | | 0110 606030-001 6335.000 LF | 12.00000 76020.00| 13.00000 82355.00| OUTLET PIPE, 6 INCH | | | 0115 607001-001 50894.000 LF | 13.30000 676890.20| 13.50000 687069.00| TYPE 1 GUARDRAIL, CLASS I | | | 0120 607001-001 3500.000 LF | 10.10000 35350.00| 10.20000 35700.00| TYPE 1 GUARDRAIL, CLASS III | | | 0125 607006-001 29.000 EA | 1200.00000 34800.00| 1200.00000 34800.00| THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0130 607025-001 9.000 EA | 400.00000 3600.00| 400.00000 3600.00| CUT SLOPE TERMINAL, TYPE A | | | 0135 607025-001 1.000 EA | 500.00000 500.00| 500.00000 500.00| CUT SLOPE TERMINAL, TYPE B | | | 0140 607030-001 20.000 EA | 455.00000 9100.00| 450.00000 9000.00| SPECIAL TRAILING END TERMINAL | | | 0145 607065-001 11.000 EA | 1600.00000 17600.00| 1600.00000 17600.00| FLARED END TERMINAL | | | 0150 607066-001 4.000 EA | 1800.00000 7200.00| 1800.00000 7200.00| TANGENT END TERMINAL | | | 0155 608002-001 1085.000 LF | 9.00000 9765.00| 9.00000 9765.00| 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0160 609001-001 1568.000 SY | 52.50000 82320.00| 38.00000 59584.00| CONCRETE SIDEWALK | | | 0165 610001-001 1370.000 LF | 36.50000 50005.00| 39.00000 53430.00| PLAIN CONCRETE CURBING, TYPE I | | | 0170 610001-003 3326.000 LF | 38.00000 126388.00| 31.00000 103106.00| PLAIN CONCRETE CURBING, TYPE III | | | 0175 610001-004 484.000 LF | 51.00000 24684.00| 37.00000 17908.00| PLAIN CONCRETE CURBING, TYPE IV | | | 0180 610003-002 216.000 LF | 64.50000 13932.00| 45.00000 9720.00| COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE II | | | 0185 610006-005 14269.000 LF | 47.75000 681344.75| 44.00000 627836.00| MEDIAN, TYPE V (42" TYPE F) | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 001 -20 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0627649 COUNTIES : GRANT LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0570769 |( 8 ) 36-3286318 |( ) |WEST VIRGINIA PAVING, INC. |ARCHER WESTERN CONTRACTORS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0190 633001-001 2435.000 SY | 68.00000 165580.00| 60.00000 146100.00| CONCRETE GUTTER | | | 0195 633003-001 667.000 CY | 44.00000 29348.00| 40.00000 26680.00| DUMPED ROCK GUTTER | | | 0200 636011-001 6560.000 UN | 1.00000 6560.00| 1.00000 6560.00| TRAFFIC CONTROL DEVICE | | | 0205 636014-001 250.000 HR | 46.00000 11500.00| 48.00000 12000.00| FLAGGER | | | 0210 636025-001 1000.000 DA | 1.25000 1250.00| 1.25000 1250.00| WARNING LIGHTS, TYPE B | | | 0215 637001-001 146.000 MG | 99.00000 14454.00| 500.00000 73000.00| WATER FOR DUST PALLIATIVE | | | 0220 638001-001 8.000 EA | 425.00000 3400.00| 450.00000 3600.00| PROJECT MARKER | | | 0225 638003-001 46.000 EA | 410.00000 18860.00| 106.00000 4876.00| SURVEY MARKER | | | 0230 639001-001 LUMP | 225000.00000 225000.00| 50000.00000 50000.00| CONSTRUCTION LAYOUT STAKE | | | 0235 640002-001 22.000 MO | 2000.00000 44000.00| 2500.00000 55000.00| LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0240 640003-001 LUMP | 7000.00000 7000.00| 10000.00000 10000.00| BUILDING EQUIPMENT | | | 0245 642004-001 4277.400 LB | 0.01000 42.77| 0.01000 42.77| SEED MIXTURE, TEMPORARY | | | 0250 642004-002 202.000 LB | 2.70000 545.40| 2.67000 539.34| SEED MIXTURE, B | | | 0255 642004-003 435.000 LB | 5.50000 2392.50| 5.49000 2388.15| SEED MIXTURE, D | | | 0260 642005-001 172.100 TN | 340.00000 58514.00| 335.00000 57653.50| MULCH, STRAW OR HAY | | | 0265 642005-002 3.000 TN | 1050.00000 3150.00| 1033.00000 3099.00| MULCH, WOOD CELLULOSE FIBER | | | 0270 642006-001 26.800 TN | 580.00000 15544.00| 570.00000 15276.00| FERTILIZER | | | 0275 642007-001 10138.000 SY | 1.35000 13686.30| 1.35000 13686.30| FIBER MATTING | | | 0280 642010-001 47.700 TN | 10.00000 477.00| 10.00000 477.00| AGRICULTURAL LIMESTONE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 001 -21 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0627649 COUNTIES : GRANT LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0570769 |( 8 ) 36-3286318 |( ) |WEST VIRGINIA PAVING, INC. |ARCHER WESTERN CONTRACTORS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0285 642012-001 91276.000 LF | 0.60000 54765.60| 2.70000 246445.20| SILT FENCE | | | 0290 642015-001 500.000 LF | 11.00000 5500.00| 11.00000 5500.00| SUPER SILT FENCE | | | 0295 642031-001 98.000 EA | 67.00000 6566.00| 50.00000 4900.00| DITCH CHECK | | | 0300 642033-001 2417.000 CY | 15.30000 36980.10| 6.00000 14502.00| SEDIMENT TRAP | | | 0304 642035-001 55.000 EA | 6150.00000 338250.00| 2000.00000 110000.00| RISER ,SEDIMENT BASIN REMOVAL | | | 0305 642036-001 2847.000 CY | 24.00000 68328.00| 12.10000 34448.70| SEDIMENT REMOVAL | | | 0310 642042-001 316.000 EA | 160.00000 50560.00| 204.75000 64701.00| FLOCCULANT BLOCK | | | 0315 642043-001 1958.000 EA | 70.00000 137060.00| 65.00000 127270.00| PREMANUFACTURED DITCH CHECK | | | 0320 652001-001 73.240 TN | 10.00000 732.40| 10.00000 732.40| AGRICULTURAL LIMESTONE | | | 0325 652002-001 29.450 TN | 540.00000 15903.00| 530.00000 15608.50| FERTILIZER, 10-20-10 | | | 0330 652002-002 8.800 TN | 846.00000 7444.80| 830.00000 7304.00| FERTILIZER, UREA FORMALDEHYDE | | | 0335 652003-001 3820.300 LB | 4.35000 16618.31| 4.50000 17191.35| SEED MIXTURES, B, C-1, OR C-2 | | | 0340 652003-002 633.200 LB | 9.50000 6015.40| 9.50000 6015.40| SEED MIXTURE, D | | | 0345 652004-001 168.900 TN | 165.00000 27868.50| 160.00000 27024.00| STRAW OR HAY MULCH | | | 0350 652004-002 2.000 TN | 975.00000 1950.00| 960.00000 1920.00| WOOD CELLULOSE FIBER MULCH | | | 0355 664001-016 4.000 EA | 31000.00000 124000.00| 25000.00000 100000.00| IMPACT ATTENUATING DEVICE, TYPE VIII | | | 0360 695001-001 435037.000 SY | 49.45000 21512579.65| 49.20000 21403820.40| MAINLINE PAVEMENT | | | 0365 699000-001 2000.000 HR | 0.80000 1600.00| 0.80000 1600.00| ON JOB TRAINING | | | 0370 401001-011 AA1 4005.000 TN | 70.00000 280350.00| 70.00000 280350.00| SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 001 -22 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0627649 COUNTIES : GRANT LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0570769 |( 8 ) 36-3286318 |( ) |WEST VIRGINIA PAVING, INC. |ARCHER WESTERN CONTRACTORS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0375 401001-012 AA2 3851.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0380 401001-011 BB1 4117.000 TN | 70.00000 288190.00| 75.00000 308775.00| SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5, ADD 0.5% AC | | | 0385 401001-012 BB2 3931.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5, ADD 0.5% AC | | | 0390 401007-011 CC1 380.000 TN | 105.00000 39900.00| 90.00000 34200.00| SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL | | | 0395 401007-012 CC2 365.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, SLAG | | | 0400 402001-011 DD1 1644.000 TN | 105.00000 172620.00| 100.00000 164400.00| SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 12.5 | | | 0405 402001-012 DD2 1582.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 12.5 | | | 0410 410001-002 EE1 188087.000 LF | | | SAWED RUMBLE STRIP | | | 0415 410001-003 EE2 188087.000 LF | 0.07000 13166.09| 0.40000 75234.80| MILLED RUMBLE STRIP | | | 0416 401001-001 FF1 7905.000 TN | 78.00000 616590.00| 75.00000 592875.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0417 401001-002 FF2 7186.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | SECTION TOTALS | $ 29,123,708.62| $ 30,068,322.31| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 SIGNING & PAVEMENT MARKINGS Y002 | | | 0420 636007-001 400.000 LF | 1.00000 400.00| 1.00000 400.00| ERADICATION OF PAVEMENT MARKING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 001 -23 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0627649 COUNTIES : GRANT LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0570769 |( 8 ) 36-3286318 |( ) |WEST VIRGINIA PAVING, INC. |ARCHER WESTERN CONTRACTORS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0425 657003-001 35.000 LF | 188.00000 6580.00| 188.00000 6580.00| TUBULAR SUPPORT, STEEL ,6"X4" | | | 0430 657006-001 1071.000 LF | 56.00000 59976.00| 42.00000 44982.00| S4X7.7, A-572 SUPPORT, GALVANIZED | | | 0435 657006-005 279.000 LF | 56.00000 15624.00| 46.00000 12834.00| W6X12, A-572 SUPPORT, GALVANIZED | | | 0440 657008-001 626.000 LF | 9.50000 5947.00| 9.50000 5947.00| 2.00 LB CHANNEL POST | | | 0445 657010-001 3142.500 LF | 11.00000 34567.50| 11.00000 34567.50| 3.00 LB CHANNEL POST | | | 0450 657012-001 933.000 LF | 15.00000 13995.00| 14.95000 13948.35| 4.00 LB BACK TO BACK CHANNEL POST | | | 0455 657014-001 35.500 LF | 17.00000 603.50| 17.00000 603.50| 6.00 LB BACK TO BACK CHANNEL POST | | | 0460 657017-001 29.800 CY | 1500.00000 44700.00| 1490.00000 44402.00| CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0465 661001-001 3392.290 SF | 16.50000 55972.79| 16.50000 55972.79| 0.080 IN FLAT SHEET SIGN | | | 0470 661002-001 809.500 SF | 21.50000 17404.25| 21.50000 17404.25| EXTRUDED PANEL SIGN | | | 0475 661004-002 38.000 EA | 10.00000 380.00| 29.00000 1102.00| DELINEATOR, ENCAPSULATED LENS, SINGLE, | | | WHITE 3X9 | | | 0480 661013-001 30.000 EA | 20.00000 600.00| 22.00000 660.00| PLASTIC DELINEATOR POST, RED, GUARDRAIL | | | MOUNTED | | | 0485 661013-001 16.000 EA | 38.00000 608.00| 32.00000 512.00| PLASTIC DELINEATOR POST, RED, SOIL | | | ANCHORED | | | 0490 661013-001 268.000 EA | 20.00000 5360.00| 22.00000 5896.00| PLASTIC DELINEATOR POST, WHITE, | | | GUARDRAIL MOUNTED | | | 0495 661013-001 370.000 EA | 38.00000 14060.00| 32.00000 11840.00| PLASTIC DELINEATOR POST, WHITE, SOIL | | | ANCHORED | | | 0500 661013-001 15.000 EA | 20.00000 300.00| 22.00000 330.00| PLASTIC DELINEATOR POST, YELLOW, | | | GUARDRAIL MOUNTED | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 001 -24 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0627649 COUNTIES : GRANT LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0570769 |( 8 ) 36-3286318 |( ) |WEST VIRGINIA PAVING, INC. |ARCHER WESTERN CONTRACTORS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0505 661013-001 200.000 EA | 38.00000 7600.00| 32.00000 6400.00| PLASTIC DELINEATOR POST, YELLOW, SOIL | | | ANCHORED | | | 0510 661020-001 102.000 EA | 32.00000 3264.00| 24.00000 2448.00| DELINEATOR, TYPE B-1 YELLOW, 8X12 | | | 0515 663001-004 5900.000 LF | 0.18000 1062.00| 0.18000 1062.00| EDGE LINE, TYPE II - 4 IN ,WHITE | | | 0520 663001-010 120.000 LF | 3.80000 456.00| 3.80000 456.00| EDGE LINE, TYPE V - 4 IN, BLUE | | | 0525 663001-010 300.000 LF | 3.80000 1140.00| 3.80000 1140.00| EDGE LINE, TYPE V - 4 IN, WHITE | | | 0530 663001-019 4440.000 LF | 0.25000 1110.00| 0.25000 1110.00| EDGE LINE, TYPE IX - 4 IN ,WHITE | | | 0535 663001-019 2200.000 LF | 0.25000 550.00| 0.25000 550.00| EDGE LINE, TYPE IX - 4 IN ,YELLOW | | | 0540 663001-028 106524.000 LF | 0.34000 36218.16| 0.34000 36218.16| EDGE LINE, TYPE IX - 6 IN ,WHITE | | | 0545 663001-028 106002.000 LF | 0.34000 36040.68| 0.34000 36040.68| EDGE LINE, TYPE IX - 6 IN ,YELLOW | | | 0550 663001-035 810.000 LF | 0.50000 405.00| 0.50000 405.00| EDGE LINE, TYPE IX - 8 IN ,WHITE | | | 0555 663002-028 28267.000 LF | 0.34000 9610.78| 0.34000 9610.78| LANE LINE, TYPE IX - 6 IN ,WHITE | | | 0560 663002-038 5900.000 LF | 0.18000 1062.00| 0.18000 1062.00| CENTERLINE, TYPE II - 4 IN | | | 0565 663002-065 558.000 LF | 0.50000 279.00| 0.50000 279.00| LANE LINE, TYPE IX - 8 IN | | | 0570 663004-011 2983.000 LF | 5.50000 16406.50| 5.50000 16406.50| CHANNELIZING LINE, TYPE V - 8 IN | | | 0575 663005-011 385.000 LF | 16.00000 6160.00| 16.00000 6160.00| STOP LINE, TYPE V - 24 IN | | | 0580 663007-010 740.000 LF | 8.00000 5920.00| 8.00000 5920.00| STRIPE, TYPE V - 12 IN ,WHITE | | | 0585 663009-015 4.000 EA | 225.00000 900.00| 225.00000 900.00| HANDICAPPED SYMBOL, TYPE V | | | 0590 663010-010 37.000 EA | 185.00000 6845.00| 185.00000 6845.00| ONE DIRECTION LANE ASSIGNMENT ARROW, TY | | | V | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 001 -25 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0627649 COUNTIES : GRANT LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0570769 |( 8 ) 36-3286318 |( ) |WEST VIRGINIA PAVING, INC. |ARCHER WESTERN CONTRACTORS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0595 663011-010 8.000 EA | 68.00000 544.00| 68.00000 544.00| LANE LETTER, TYPE V | | | 0600 663012-208 1844.000 EA | 21.50000 39646.00| 20.00000 36880.00| RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 452,297.16| $ 428,418.51| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 COMPUTER SYSTEM K000 | | | 0605 640004-001 LUMP | 7000.00000 7000.00| 1259.18000 1259.18| COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 7,000.00| $ 1,259.18| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 29,583,005.78| $ 30,498,000.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 0923861 COUNTIES : RALEIGH LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 09 CONTRACT DESCRIPTION : HINTON TO SOUTH OF RICHMOND BOTTOM PROJECT(S) : X341-0125/00-000.02 02 0HPP 0125 003 000 LOCATION: I/S CO 3/21 & VW 20 - 1.35 MI N I/S CO 3/21 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 27-2000626 TRITON CONSTRUCTION INC $ 11,320,000.00 100.0000% 2 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 12,485,687.27 110.2976% 3 55-0345840 VECELLIO & GROGAN, INC. $ 12,788,664.98 112.9741% 4 62-1345425 BILCO CONSTRUCTION CO., INC. $ 13,606,969.00 120.2029% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0923861 COUNTIES : RALEIGH LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 27-2000626 |( 2 ) 55-0487806 |( 3 ) 55-0345840 |TRITON CONSTRUCTION INC |ORDERS CONSTRUCTION COMPANY, |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN & PAVE | | | 0005 201001-000 1.000 LS | 192525.50000 192525.50| 200000.00000 200000.00| 698000.00000 698000.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 11500.00000 11500.00| 11000.00000 11000.00| 15000.00000 15000.00 BUILDING DEMOLITION NUMBER, 10-2/1 | | | 0015 202001-000 1.000 LS | 8000.00000 8000.00| 10000.00000 10000.00| 12000.00000 12000.00 BUILDING DEMOLITION NUMBER, 11/1 | | | 0020 202001-000 1.000 LS | 1200.00000 1200.00| 560.00000 560.00| 500.00000 500.00 BUILDING DEMOLITION NUMBER, 11/2 | | | 0025 202001-000 1.000 LS | 750.00000 750.00| 2300.00000 2300.00| 2500.00000 2500.00 BUILDING DEMOLITION NUMBER, 2-1/1 | | | 0030 202001-000 1.000 LS | 4000.00000 4000.00| 920.00000 920.00| 1000.00000 1000.00 BUILDING DEMOLITION NUMBER, 3-1/1 | | | 0035 202001-000 1.000 LS | 35000.00000 35000.00| 29000.00000 29000.00| 30000.00000 30000.00 BUILDING DEMOLITION NUMBER, 3-5/1 | | | 0040 202001-000 1.000 LS | 8000.00000 8000.00| 8600.00000 8600.00| 9000.00000 9000.00 BUILDING DEMOLITION NUMBER, 5/1 | | | 0045 202001-000 1.000 LS | 7000.00000 7000.00| 10000.00000 10000.00| 12000.00000 12000.00 BUILDING DEMOLITION NUMBER, 5-2/1 | | | 0050 202001-000 1.000 LS | 1.00000 1.00| 290.00000 290.00| 300.00000 300.00 BUILDING DEMOLITION NUMBER, 5-2/2 | | | 0055 202001-000 1.000 LS | 8000.00000 8000.00| 10000.00000 10000.00| 12000.00000 12000.00 BUILDING DEMOLITION NUMBER, 7/1 | | | 0060 204001-000 LUMP | 566000.00000 566000.00| 600000.00000 600000.00| 635000.00000 635000.00 MOBILIZATION | | | 0065 207001-001 22791.000 CY | 23.00000 524193.00| 19.00000 433029.00| 33.00000 752103.00 UNCLASSIFIED EXCAVATION | | | 0070 207002-000 4386.000 CY | 70.00000 307020.00| 57.00000 250002.00| 69.00000 302634.00 SUBGRADE | | | 0075 207034-000 27617.000 SY | 1.60000 44187.20| 2.20000 60757.40| 1.75000 48329.75 FABRIC FOR SEPARATION | | | 0080 211001-000 3637.000 CY | 5.00000 18185.00| 27.00000 98199.00| 10.00000 36370.00 UNCLASSIFIED BORROW EXCAVATION | | | 0085 211002-000 4727.000 CY | 58.00000 274166.00| 39.00000 184353.00| 38.00000 179626.00 ROCK BORROW EXCAVATION | | | 0090 211008-000 17.000 TN | 40.00000 680.00| 140.00000 2380.00| 140.00000 2380.00 ROCK BORROW EXCAVATION (SEDIMENT SUMPS) | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0923861 COUNTIES : RALEIGH LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 27-2000626 |( 2 ) 55-0487806 |( 3 ) 55-0345840 |TRITON CONSTRUCTION INC |ORDERS CONSTRUCTION COMPANY, |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 307001-000 4320.000 CY | 75.00000 324000.00| 72.00000 311040.00| 75.00000 324000.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0100 502001-012 165.000 SY | 640.00000 105600.00| 620.00000 102300.00| 431.00000 71115.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0105 601002-003 22.000 CY | 2320.00000 51040.00| 2400.00000 52800.00| 2540.00000 55880.00 CLASS B CONCRETE, ARCHITECTURAL | | | 0110 604009-016 1.000 EA | 255.00000 255.00| 350.00000 350.00| 440.00000 440.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0115 604009-022 1.000 EA | 495.00000 495.00| 540.00000 540.00| 900.00000 900.00 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0120 604037-024 20.000 LF | 300.00000 6000.00| 1200.00000 24000.00| 950.00000 19000.00 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0125 604076-012 260.000 LF | 50.00000 13000.00| 86.00000 22360.00| 43.00000 11180.00 15 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0130 604076-016 958.000 LF | 60.00000 57480.00| 110.00000 105380.00| 77.00000 73766.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0135 604076-020 625.000 LF | 93.00000 58125.00| 140.00000 87500.00| 90.00000 56250.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0140 604076-022 95.000 LF | 94.00000 8930.00| 150.00000 14250.00| 151.00000 14345.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0145 604076-024 122.000 LF | 190.00000 23180.00| 310.00000 37820.00| 178.00000 21716.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0150 605001-001 1.000 EA | 4200.00000 4200.00| 5500.00000 5500.00| 5600.00000 5600.00 TYPE A MANHOLE | | | 0155 605003-001 2.000 EA | 3200.00000 6400.00| 2400.00000 4800.00| 3600.00000 7200.00 TYPE A INLET | | | 0160 605004-001 15.000 EA | 2250.00000 33750.00| 2000.00000 30000.00| 2910.00000 43650.00 TYPE B INLET | | | 0165 605009-001 19.000 EA | 2400.00000 45600.00| 2300.00000 43700.00| 3200.00000 60800.00 TYPE G INLET | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0923861 COUNTIES : RALEIGH LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 27-2000626 |( 2 ) 55-0487806 |( 3 ) 55-0345840 |TRITON CONSTRUCTION INC |ORDERS CONSTRUCTION COMPANY, |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0170 605041-010 93.000 LF | 99.00000 9207.00| 110.00000 10230.00| 120.00000 11160.00 12 INCH SLOT INLET RISER | | | 0175 606025-004 840.000 LF | 95.00000 79800.00| 58.00000 48720.00| 64.00000 53760.00 6 INCH UNDERDRAIN PIPE | | | 0180 606025-008 1637.000 LF | 65.00000 106405.00| 43.00000 70391.00| 58.00000 94946.00 12 INCH UNDERDRAIN PIPE | | | 0185 606029-001 1495.000 LF | 11.30000 16893.50| 12.00000 17940.00| 17.00000 25415.00 FREE DRAINING BASE TRENCH | | | 0190 606030-001 135.000 LF | 25.00000 3375.00| 24.00000 3240.00| 33.00000 4455.00 OUTLET PIPE, 6 INCH | | | 0195 607001-001 216.000 LF | 20.00000 4320.00| 22.00000 4752.00| 22.00000 4752.00 TYPE 1 GUARDRAIL, CLASS I | | | 0200 607006-001 2.000 EA | 1150.00000 2300.00| 1300.00000 2600.00| 1270.00000 2540.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0205 607010-020 2594.000 LF | 1.00000 2594.00| 1.10000 2853.40| 1.00000 2594.00 GUARDRAIL REMOVAL | | | 0210 607100-001 5791.000 LF | 42.00000 243222.00| 47.00000 272177.00| 46.50000 269281.50 STEEL-BACKED TIMBER GUARDRAIL, TYPE B | | | 0215 607101-001 10.000 EA | 3500.00000 35000.00| 3900.00000 39000.00| 3900.00000 39000.00 TL-2 END TERMINAL FOR STEEL-BACKED | | | TIMBER GUARDRAIL | | | 0220 609001-001 302.000 SY | 57.00000 17214.00| 64.00000 19328.00| 74.40000 22468.80 CONCRETE SIDEWALK | | | 0225 610001-001 363.000 LF | 45.00000 16335.00| 36.00000 13068.00| 38.30000 13902.90 PLAIN CONCRETE CURBING, TYPE I | | | 0230 610001-004 243.000 LF | 45.00000 10935.00| 38.00000 9234.00| 40.80000 9914.40 PLAIN CONCRETE CURBING, TYPE IV | | | 0235 610021-001 3380.000 LF | 274.00000 926120.00| 300.00000 1014000.00| 310.00000 1047800.00 SINGLE FACED BARRIER , 32" | | | 0240 610021-001 745.000 LF | 274.00000 204130.00| 420.00000 312900.00| 378.00000 281610.00 SINGLE FACED BARRIER , 42" | | | 0245 622003-001 10.000 EA | 200.00000 2000.00| 200.00000 2000.00| 102.00000 1020.00 CANTILEVER MAILBOX SUPPORT | | | 0250 633001-001 1310.000 SY | 150.00000 196500.00| 92.00000 120520.00| 99.00000 129690.00 CONCRETE GUTTER | | | 0255 633003-001 138.000 CY | 65.00000 8970.00| 110.00000 15180.00| 115.00000 15870.00 DUMPED ROCK GUTTER | | | 0260 636008-001 27972.000 LF | 0.35000 9790.20| 0.40000 11188.80| 0.28000 7832.16 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 002 -5 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0923861 COUNTIES : RALEIGH LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 27-2000626 |( 2 ) 55-0487806 |( 3 ) 55-0345840 |TRITON CONSTRUCTION INC |ORDERS CONSTRUCTION COMPANY, |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0265 636011-001 14000.000 UN | 1.25000 17500.00| 1.30000 18200.00| 1.70000 23800.00 TRAFFIC CONTROL DEVICE | | | 0270 636012-010 3.000 EA | 450.00000 1350.00| 580.00000 1740.00| 225.00000 675.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0275 636014-001 9600.000 HR | 50.00000 480000.00| 56.00000 537600.00| 53.00000 508800.00 FLAGGER | | | 0280 636017-001 168.000 LF | 26.00000 4368.00| 43.00000 7224.00| 24.00000 4032.00 TEMPORARY CONCRETE BARRIER | | | 0285 636018-001 36.000 LF | 4.50000 162.00| 11.00000 396.00| 11.00000 396.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0290 636019-001 750.000 LF | 9.25000 6937.50| 10.00000 7500.00| 10.00000 7500.00 TEMPORARY GUARDRAIL BARRIER | | | 0295 636020-001 900.000 LF | 7.50000 6750.00| 8.30000 7470.00| 8.30000 7470.00 REMOVE AND RESET TEMPORARY GUARDRAIL | | | BARRIER | | | 0300 636023-001 1.000 LS | 55000.00000 55000.00| 110000.00000 110000.00| 45000.00000 45000.00 TEMPORARY TRAFFIC SIGNAL | | | 0305 636025-001 2942.000 DA | 1.55000 4560.10| 1.80000 5295.60| 2.25000 6619.50 WARNING LIGHTS, TYPE B | | | 0310 637001-001 100.000 MG | 70.00000 7000.00| 320.00000 32000.00| 85.00000 8500.00 WATER FOR DUST PALLIATIVE | | | 0315 638002-001 96.000 EA | 45.00000 4320.00| 67.00000 6432.00| 40.00000 3840.00 RIGHT OF WAY MARKER | | | 0320 639001-001 LUMP | 50000.00000 50000.00| 58000.00000 58000.00| 135000.00000 135000.00 CONSTRUCTION LAYOUT STAKE | | | 0325 640001-001 18.000 MO | 2200.00000 39600.00| 3200.00000 57600.00| 3700.00000 66600.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0330 640003-001 LUMP | 1500.00000 1500.00| 1800.00000 1800.00| 5000.00000 5000.00 BUILDING EQUIPMENT | | | 0335 642001-001 8013.000 LF | 0.85000 6811.05| 1.00000 8013.00| 1.00000 8013.00 TEMPORARY BERM | | | 0340 642002-001 337.000 LF | 13.00000 4381.00| 17.00000 5729.00| 9.00000 3033.00 SLOPE DRAIN | | | 0345 642004-001 457.000 LB | 1.25000 571.25| 2.20000 1005.40| 2.25000 1028.25 SEED MIXTURE, TEMPORARY | | | 0350 642004-002 12.000 LB | 4.00000 48.00| 22.00000 264.00| 22.50000 270.00 SEED MIXTURE, B | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 002 -6 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0923861 COUNTIES : RALEIGH LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 27-2000626 |( 2 ) 55-0487806 |( 3 ) 55-0345840 |TRITON CONSTRUCTION INC |ORDERS CONSTRUCTION COMPANY, |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0355 642004-003 81.000 LB | 9.00000 729.00| 22.00000 1782.00| 22.50000 1822.50 SEED MIXTURE, D | | | 0360 642005-001 5.000 TN | 300.00000 1500.00| 440.00000 2200.00| 448.00000 2240.00 MULCH, STRAW OR HAY | | | 0365 642005-002 5.000 TN | 1000.00000 5000.00| 1400.00000 7000.00| 1400.00000 7000.00 MULCH, WOOD CELLULOSE FIBER | | | 0370 642006-001 5.000 TN | 1000.00000 5000.00| 440.00000 2200.00| 450.00000 2250.00 FERTILIZER | | | 0375 642007-001 302.000 SY | 1.25000 377.50| 8.30000 2506.60| 2.00000 604.00 FIBER MATTING | | | 0380 642009-001 23100.000 LF | 0.50000 11550.00| 1.00000 23100.00| 1.25000 28875.00 CONTOUR DITCH | | | 0385 642010-001 3.000 TN | 100.00000 300.00| 28.00000 84.00| 28.00000 84.00 AGRICULTURAL LIMESTONE | | | 0390 642012-001 9827.000 LF | 2.80000 27515.60| 4.20000 41273.40| 4.50000 44221.50 SILT FENCE | | | 0395 642015-001 7070.000 LF | 8.00000 56560.00| 11.00000 77770.00| 12.00000 84840.00 SUPER SILT FENCE | | | 0400 642031-001 14.000 EA | 115.00000 1610.00| 180.00000 2520.00| 50.00000 700.00 DITCH CHECK | | | 0405 642033-001 730.000 CY | 7.00000 5110.00| 30.00000 21900.00| 13.00000 9490.00 SEDIMENT TRAP (SEDIMENT SUMPS) | | | 0410 642036-001 730.000 CY | 4.90000 3577.00| 18.00000 13140.00| 13.00000 9490.00 SEDIMENT REMOVAL (SEDIMENT SUMPS) | | | 0415 642042-001 4.000 EA | 150.00000 600.00| 1400.00000 5600.00| 160.00000 640.00 FLOCCULANT BLOCK | | | 0420 642050-001 2.000 EA | 450.00000 900.00| 1700.00000 3400.00| 480.00000 960.00 DEWATERING DEVICE | | | 0425 652001-001 2.000 TN | 100.00000 200.00| 28.00000 56.00| 28.00000 56.00 AGRICULTURAL LIMESTONE | | | 0430 652002-001 2.000 TN | 1000.00000 2000.00| 830.00000 1660.00| 840.00000 1680.00 FERTILIZER, 10-20-10 | | | 0435 652002-002 1.000 TN | 1000.00000 1000.00| 1400.00000 1400.00| 1400.00000 1400.00 FERTILIZER, UREA FORMALDEHYDE | | | 0440 652003-001 11.000 LB | 4.00000 44.00| 22.00000 242.00| 22.50000 247.50 SEED MIXTURES, B, C-1, OR C-2 | | | 0445 652003-002 72.000 LB | 9.00000 648.00| 22.00000 1584.00| 22.50000 1620.00 SEED MIXTURE, D | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 002 -7 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0923861 COUNTIES : RALEIGH LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 27-2000626 |( 2 ) 55-0487806 |( 3 ) 55-0345840 |TRITON CONSTRUCTION INC |ORDERS CONSTRUCTION COMPANY, |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0450 652003-006 76.000 LB | 35.00000 2660.00| 83.00000 6308.00| 84.00000 6384.00 SEED MIXTURE, A | | | 0455 652004-001 2.000 TN | 300.00000 600.00| 390.00000 780.00| 395.00000 790.00 STRAW OR HAY MULCH | | | 0460 652004-002 2.000 TN | 1000.00000 2000.00| 1400.00000 2800.00| 1400.00000 2800.00 WOOD CELLULOSE FIBER MULCH | | | 0465 655002-001 4000.000 SY | 4.00000 16000.00| 3.40000 13600.00| 3.50000 14000.00 PERMANENT EROSION MATTING, TYPE A | | | 0470 662003-001 1.000 LS | 40300.00000 40300.00| 120000.00000 120000.00| 57500.00000 57500.00 POLYVINYLCHLORIDE CONDUIT, 3 IN | | | 0475 662003-001 1.000 LS | 31600.00000 31600.00| 87000.00000 87000.00| 43500.00000 43500.00 POLYVINYLCHLORIDE CONDUIT, 4 IN | | | 0480 662006-001 1.000 EA | 1600.00000 1600.00| 4600.00000 4600.00| 3300.00000 3300.00 JUNCTION BOX, TYPE B MODIFIED | | | 0485 699000-001 1000.000 HR | 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 ON JOB TRAINING | | | 0490 402001-001 AA1 1072.000 TN | 95.00000 101840.00| 110.00000 117920.00| 105.00000 112560.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0495 402001-002 AA2 1023.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | 0500 401001-001 BB1 5321.000 TN | 92.50000 492192.50| 110.00000 585310.00| 102.00000 542742.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0505 401001-002 BB2 5076.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0510 636002-001 CC1 1080.000 TN | 35.00000 37800.00| 33.00000 35640.00| 40.00000 43200.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0515 636002-002 CC2 1031.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 6,186,045.90| $ 6,793,497.60| $ 7,413,969.76 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 SIGNING & PAVEMENT MARKINGS | | | 0520 657005-001 135.000 LF | 8.75000 1181.25| 8.90000 1201.50| 16.00000 2160.00 WOOD SUPPORT, 4X6 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 002 -8 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0923861 COUNTIES : RALEIGH LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 27-2000626 |( 2 ) 55-0487806 |( 3 ) 55-0345840 |TRITON CONSTRUCTION INC |ORDERS CONSTRUCTION COMPANY, |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0525 657005-001 14.000 LF | 10.50000 147.00| 11.00000 154.00| 20.00000 280.00 WOOD SUPPORT, 6X6 | | | 0530 657005-001 94.000 LF | 11.50000 1081.00| 12.00000 1128.00| 22.00000 2068.00 WOOD SUPPORT, 6X8 | | | 0535 657010-001 98.000 LF | 10.00000 980.00| 11.00000 1078.00| 16.00000 1568.00 3.00 LB CHANNEL POST | | | 0540 657016-001 6.000 CY | 1200.00000 7200.00| 1200.00000 7200.00| 3200.00000 19200.00 CLASS B CONCRETE FOOTING, PLAIN, | | | ROADSIDE | | | 0545 657018-001 16.000 EA | 50.00000 800.00| 28.00000 448.00| 55.00000 880.00 POST REMOVAL | | | 0550 661001-001 153.000 SF | 20.00000 3060.00| 20.00000 3060.00| 34.00000 5202.00 0.080 IN FLAT SHEET SIGN | | | 0555 661004-001 32.000 EA | 25.00000 800.00| 28.00000 896.00| 5.50000 176.00 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | TYPE B-1 | | | 0560 663001-004 15357.000 LF | 0.35000 5374.95| 0.43000 6603.51| 0.28000 4299.96 EDGE LINE, TYPE II - 4 IN WHITE | | | 0565 663002-038 15002.000 LF | 0.35000 5250.70| 0.43000 6450.86| 0.28000 4200.56 CENTERLINE, TYPE II - 4 IN | | | 0570 663005-010 18.000 LF | 12.00000 216.00| 15.00000 270.00| 10.50000 189.00 STOP LINE, TYPE V - 12 IN | | | 0575 663005-011 44.000 LF | 18.00000 792.00| 22.00000 968.00| 15.00000 660.00 STOP LINE, TYPE V - 24 IN | | | SECTION TOTALS | $ 26,882.90| $ 29,457.87| $ 40,883.52 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 SEWERLINE RELOCATION | | | 0580 639001-001 LUMP | 5000.00000 5000.00| 5800.00000 5800.00| 6650.00000 6650.00 CONSTRUCTION LAYOUT STAKE | | | 0585 675007-020 95.000 LF | 75.00000 7125.00| 60.00000 5700.00| 39.00000 3705.00 6 INCH PLASTIC SEWER PIPE | | | 0590 675007-022 1385.000 LF | 90.00000 124650.00| 130.00000 180050.00| 50.00000 69250.00 8 INCH PLASTIC SEWER PIPE | | | 0595 675008-201 1455.000 LF | 40.00000 58200.00| 53.00000 77115.00| 61.00000 88755.00 6 INCH DUCTILE IRON SEWER PIPE, TYPE I, | | | CLASS 50 | | | 0600 675014-001 6.000 EA | 6000.00000 36000.00| 3100.00000 18600.00| 3550.00000 21300.00 MANHOLE COMPLETE, INCLUDING CASTING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 002 -9 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0923861 COUNTIES : RALEIGH LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 27-2000626 |( 2 ) 55-0487806 |( 3 ) 55-0345840 |TRITON CONSTRUCTION INC |ORDERS CONSTRUCTION COMPANY, |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0605 675017-001 7.000 EA | 1100.00000 7700.00| 790.00000 5530.00| 2210.00000 15470.00 ABANDONING MANHOLE | | | SECTION TOTALS | $ 238,675.00| $ 292,795.00| $ 205,130.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 BRIDGE #10934 | | | 0610 212001-000 301.000 CY | 45.00000 13545.00| 120.00000 36120.00| 22.00000 6622.00 STRUCTURE EXCAVATION | | | 0615 212005-000 131.000 CY | 100.00000 13100.00| 60.00000 7860.00| 80.00000 10480.00 SELECT MATERIAL FOR BACKFILLING | | | 0620 601002-001 265.000 CY | 430.00000 113950.00| 520.00000 137800.00| 619.00000 164035.00 CLASS B CONCRETE | | | 0625 601002-003 263.000 CY | 900.00000 236700.00| 1000.00000 263000.00| 1127.00000 296401.00 CLASS B CONCRETE, ARCHITECTURAL | | | 0630 601009-001 259.000 CY | 900.00000 233100.00| 1500.00000 388500.00| 1022.00000 264698.00 CLASS H CONCRETE | | | 0635 602001-001 53302.000 LB | 1.60000 85283.20| 1.20000 63962.40| 1.20000 63962.40 REINFORCING STEEL BAR | | | 0640 602002-001 69346.000 LB | 1.50000 104019.00| 1.40000 97084.40| 1.25000 86682.50 EPOXY COATED REINFORCING STEEL BAR | | | 0645 615001-001 240755.000 LS | 325100.00000 325100.00| 420000.00000 420000.00| 342600.00000 342600.00 STEEL SUPERSTRUCTURE | | | 0650 615028-001 8.000 EA | 3000.00000 24000.00| 3200.00000 25600.00| 4970.00000 39760.00 GUIDED BEARING, ELASTOMERIC | | | 0655 615030-001 4.000 EA | 8500.00000 34000.00| 8000.00000 32000.00| 4970.00000 19880.00 FIXED BEARING, ELASTOMERIC | | | 0660 616005-006 860.000 LF | 125.00000 107500.00| 240.00000 206400.00| 205.00000 176300.00 HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0665 617002-001 448.000 LF | 225.00000 100800.00| 400.00000 179200.00| 525.00000 235200.00 FERROUS METAL RAILING | | | 0670 617003-001 448.000 LF | 225.00000 100800.00| 300.00000 134400.00| 398.00000 178304.00 ALUMINUM RAILING | | | 0675 639001-001 LUMP | 15000.00000 15000.00| 9600.00000 9600.00| 14500.00000 14500.00 CONSTRUCTION LAYOUT STAKE | | | 0680 642050-001 1.000 EA | 450.00000 450.00| 1300.00000 1300.00| 2760.00000 2760.00 DEWATERING DEVICE | | | SECTION TOTALS | $ 1,507,347.20| $ 2,002,826.80| $ 1,902,184.90 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 RETAINING WALLS | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 002 -10 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0923861 COUNTIES : RALEIGH LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 27-2000626 |( 2 ) 55-0487806 |( 3 ) 55-0345840 |TRITON CONSTRUCTION INC |ORDERS CONSTRUCTION COMPANY, |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0685 601002-003 280.000 CY | 2000.00000 560000.00| 1500.00000 420000.00| 1330.00000 372400.00 CLASS B CONCRETE, ARCHITECTURAL | | | 0690 614001-003 1606.000 LF | 136.00000 218416.00| 190.00000 305140.00| 204.00000 327624.00 HP10X42 STEEL PILE | | | 0695 614001-006 726.000 LF | 143.00000 103818.00| 190.00000 137940.00| 194.00000 140844.00 HP12X53 STEEL PILE | | | 0700 614001-017 3867.000 LF | 200.00000 773400.00| 230.00000 889410.00| 205.00000 792735.00 HP14X89 STEEL PILE | | | 0705 614001-018 1988.000 LF | 161.00000 320068.00| 210.00000 417480.00| 205.00000 407540.00 HP14X102 STEEL PILE | | | 0710 614001-160 3101.000 LF | 321.00000 995421.00| 240.00000 744240.00| 304.00000 942704.00 W14X193 STEEL PILE | | | 0715 614003-001 13518.000 SF | 15.00000 202770.00| 26.00000 351468.00| 13.30000 179789.40 CONCRETE LAGGING, THICKNESS 6" | | | 0720 614004-001 4288.000 SF | 37.00000 158656.00| 14.00000 60032.00| 10.80000 46310.40 TIMBER LAGGING | | | 0725 639001-001 LUMP | 25000.00000 25000.00| 39000.00000 39000.00| 11050.00000 11050.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 3,357,549.00| $ 3,364,710.00| $ 3,220,996.80 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 COMPUTER SYSTEM | | | 0730 640004-001 LUMP | 3500.00000 3500.00| 2400.00000 2400.00| 5500.00000 5500.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 3,500.00| $ 2,400.00| $ 5,500.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 11,320,000.00| $ 12,485,687.27| $ 12,788,664.98 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 002 -11 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0923861 COUNTIES : RALEIGH LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 62-1345425 |( ) |( ) |BILCO CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN & PAVE | | | 0005 201001-000 1.000 LS | 738700.00000 738700.00| | CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 10900.00000 10900.00| | BUILDING DEMOLITION NUMBER, 10-2/1 | | | 0015 202001-000 1.000 LS | 9790.00000 9790.00| | BUILDING DEMOLITION NUMBER, 11/1 | | | 0020 202001-000 1.000 LS | 535.00000 535.00| | BUILDING DEMOLITION NUMBER, 11/2 | | | 0025 202001-000 1.000 LS | 2200.00000 2200.00| | BUILDING DEMOLITION NUMBER, 2-1/1 | | | 0030 202001-000 1.000 LS | 880.00000 880.00| | BUILDING DEMOLITION NUMBER, 3-1/1 | | | 0035 202001-000 1.000 LS | 27500.00000 27500.00| | BUILDING DEMOLITION NUMBER, 3-5/1 | | | 0040 202001-000 1.000 LS | 8240.00000 8240.00| | BUILDING DEMOLITION NUMBER, 5/1 | | | 0045 202001-000 1.000 LS | 9790.00000 9790.00| | BUILDING DEMOLITION NUMBER, 5-2/1 | | | 0050 202001-000 1.000 LS | 275.00000 275.00| | BUILDING DEMOLITION NUMBER, 5-2/2 | | | 0055 202001-000 1.000 LS | 9890.00000 9890.00| | BUILDING DEMOLITION NUMBER, 7/1 | | | 0060 204001-000 LUMP | 675000.00000 675000.00| | MOBILIZATION | | | 0065 207001-001 22791.000 CY | 10.00000 227910.00| | UNCLASSIFIED EXCAVATION | | | 0070 207002-000 4386.000 CY | 82.00000 359652.00| | SUBGRADE | | | 0075 207034-000 27617.000 SY | 1.60000 44187.20| | FABRIC FOR SEPARATION | | | 0080 211001-000 3637.000 CY | 22.00000 80014.00| | UNCLASSIFIED BORROW EXCAVATION | | | 0085 211002-000 4727.000 CY | 78.00000 368706.00| | ROCK BORROW EXCAVATION | | | 0090 211008-000 17.000 TN | 69.00000 1173.00| | ROCK BORROW EXCAVATION (SEDIMENT SUMPS) | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 002 -12 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0923861 COUNTIES : RALEIGH LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 62-1345425 |( ) |( ) |BILCO CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 307001-000 4320.000 CY | 80.00000 345600.00| | AGGREGATE BASE COURSE, CLASS 1 | | | 0100 502001-012 165.000 SY | 1030.00000 169950.00| | 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0105 601002-003 22.000 CY | 2940.00000 64680.00| | CLASS B CONCRETE, ARCHITECTURAL | | | 0110 604009-016 1.000 EA | 330.00000 330.00| | 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0115 604009-022 1.000 EA | 515.00000 515.00| | 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0120 604037-024 20.000 LF | 280.00000 5600.00| | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0125 604076-012 260.000 LF | 59.00000 15340.00| | 15 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0130 604076-016 958.000 LF | 120.00000 114960.00| | 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0135 604076-020 625.000 LF | 145.00000 90625.00| | 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0140 604076-022 95.000 LF | 135.00000 12825.00| | 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0145 604076-024 122.000 LF | 190.00000 23180.00| | 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0150 605001-001 1.000 EA | 5370.00000 5370.00| | TYPE A MANHOLE | | | 0155 605003-001 2.000 EA | 3170.00000 6340.00| | TYPE A INLET | | | 0160 605004-001 15.000 EA | 1810.00000 27150.00| | TYPE B INLET | | | 0165 605009-001 19.000 EA | 1920.00000 36480.00| | TYPE G INLET | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 002 -13 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0923861 COUNTIES : RALEIGH LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 62-1345425 |( ) |( ) |BILCO CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0170 605041-010 93.000 LF | 140.00000 13020.00| | 12 INCH SLOT INLET RISER | | | 0175 606025-004 840.000 LF | 73.00000 61320.00| | 6 INCH UNDERDRAIN PIPE | | | 0180 606025-008 1637.000 LF | 46.00000 75302.00| | 12 INCH UNDERDRAIN PIPE | | | 0185 606029-001 1495.000 LF | 18.00000 26910.00| | FREE DRAINING BASE TRENCH | | | 0190 606030-001 135.000 LF | 72.00000 9720.00| | OUTLET PIPE, 6 INCH | | | 0195 607001-001 216.000 LF | 19.00000 4104.00| | TYPE 1 GUARDRAIL, CLASS I | | | 0200 607006-001 2.000 EA | 1100.00000 2200.00| | THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0205 607010-020 2594.000 LF | 1.20000 3112.80| | GUARDRAIL REMOVAL | | | 0210 607100-001 5791.000 LF | 51.00000 295341.00| | STEEL-BACKED TIMBER GUARDRAIL, TYPE B | | | 0215 607101-001 10.000 EA | 6550.00000 65500.00| | TL-2 END TERMINAL FOR STEEL-BACKED | | | TIMBER GUARDRAIL | | | 0220 609001-001 302.000 SY | 105.00000 31710.00| | CONCRETE SIDEWALK | | | 0225 610001-001 363.000 LF | 86.00000 31218.00| | PLAIN CONCRETE CURBING, TYPE I | | | 0230 610001-004 243.000 LF | 82.00000 19926.00| | PLAIN CONCRETE CURBING, TYPE IV | | | 0235 610021-001 3380.000 LF | 305.00000 1030900.00| | SINGLE FACED BARRIER , 32" | | | 0240 610021-001 745.000 LF | 360.00000 268200.00| | SINGLE FACED BARRIER , 42" | | | 0245 622003-001 10.000 EA | 120.00000 1200.00| | CANTILEVER MAILBOX SUPPORT | | | 0250 633001-001 1310.000 SY | 130.00000 170300.00| | CONCRETE GUTTER | | | 0255 633003-001 138.000 CY | 110.00000 15180.00| | DUMPED ROCK GUTTER | | | 0260 636008-001 27972.000 LF | 0.40000 11188.80| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 002 -14 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0923861 COUNTIES : RALEIGH LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 62-1345425 |( ) |( ) |BILCO CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0265 636011-001 14000.000 UN | 1.20000 16800.00| | TRAFFIC CONTROL DEVICE | | | 0270 636012-010 3.000 EA | 550.00000 1650.00| | PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0275 636014-001 9600.000 HR | 62.00000 595200.00| | FLAGGER | | | 0280 636017-001 168.000 LF | 30.00000 5040.00| | TEMPORARY CONCRETE BARRIER | | | 0285 636018-001 36.000 LF | 7.40000 266.40| | REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0290 636019-001 750.000 LF | 11.00000 8250.00| | TEMPORARY GUARDRAIL BARRIER | | | 0295 636020-001 900.000 LF | 6.20000 5580.00| | REMOVE AND RESET TEMPORARY GUARDRAIL | | | BARRIER | | | 0300 636023-001 1.000 LS | 11400.00000 11400.00| | TEMPORARY TRAFFIC SIGNAL | | | 0305 636025-001 2942.000 DA | 1.70000 5001.40| | WARNING LIGHTS, TYPE B | | | 0310 637001-001 100.000 MG | 96.00000 9600.00| | WATER FOR DUST PALLIATIVE | | | 0315 638002-001 96.000 EA | 30.00000 2880.00| | RIGHT OF WAY MARKER | | | 0320 639001-001 LUMP | 468000.00000 468000.00| | CONSTRUCTION LAYOUT STAKE | | | 0325 640001-001 18.000 MO | 1390.00000 25020.00| | STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0330 640003-001 LUMP | 915.00000 915.00| | BUILDING EQUIPMENT | | | 0335 642001-001 8013.000 LF | 1.70000 13622.10| | TEMPORARY BERM | | | 0340 642002-001 337.000 LF | 66.00000 22242.00| | SLOPE DRAIN | | | 0345 642004-001 457.000 LB | 2.20000 1005.40| | SEED MIXTURE, TEMPORARY | | | 0350 642004-002 12.000 LB | 22.00000 264.00| | SEED MIXTURE, B | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 002 -15 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0923861 COUNTIES : RALEIGH LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 62-1345425 |( ) |( ) |BILCO CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0355 642004-003 81.000 LB | 22.00000 1782.00| | SEED MIXTURE, D | | | 0360 642005-001 5.000 TN | 1380.00000 6900.00| | MULCH, STRAW OR HAY | | | 0365 642005-002 5.000 TN | 1380.00000 6900.00| | MULCH, WOOD CELLULOSE FIBER | | | 0370 642006-001 5.000 TN | 440.00000 2200.00| | FERTILIZER | | | 0375 642007-001 302.000 SY | 2.20000 664.40| | FIBER MATTING | | | 0380 642009-001 23100.000 LF | 1.70000 39270.00| | CONTOUR DITCH | | | 0385 642010-001 3.000 TN | 28.00000 84.00| | AGRICULTURAL LIMESTONE | | | 0390 642012-001 9827.000 LF | 3.30000 32429.10| | SILT FENCE | | | 0395 642015-001 7070.000 LF | 9.40000 66458.00| | SUPER SILT FENCE | | | 0400 642031-001 14.000 EA | 135.00000 1890.00| | DITCH CHECK | | | 0405 642033-001 730.000 CY | 49.00000 35770.00| | SEDIMENT TRAP (SEDIMENT SUMPS) | | | 0410 642036-001 730.000 CY | 49.00000 35770.00| | SEDIMENT REMOVAL (SEDIMENT SUMPS) | | | 0415 642042-001 4.000 EA | 275.00000 1100.00| | FLOCCULANT BLOCK | | | 0420 642050-001 2.000 EA | 780.00000 1560.00| | DEWATERING DEVICE | | | 0425 652001-001 2.000 TN | 28.00000 56.00| | AGRICULTURAL LIMESTONE | | | 0430 652002-001 2.000 TN | 825.00000 1650.00| | FERTILIZER, 10-20-10 | | | 0435 652002-002 1.000 TN | 1380.00000 1380.00| | FERTILIZER, UREA FORMALDEHYDE | | | 0440 652003-001 11.000 LB | 22.00000 242.00| | SEED MIXTURES, B, C-1, OR C-2 | | | 0445 652003-002 72.000 LB | 22.00000 1584.00| | SEED MIXTURE, D | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 002 -16 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0923861 COUNTIES : RALEIGH LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 62-1345425 |( ) |( ) |BILCO CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0450 652003-006 76.000 LB | 83.00000 6308.00| | SEED MIXTURE, A | | | 0455 652004-001 2.000 TN | 385.00000 770.00| | STRAW OR HAY MULCH | | | 0460 652004-002 2.000 TN | 1380.00000 2760.00| | WOOD CELLULOSE FIBER MULCH | | | 0465 655002-001 4000.000 SY | 3.40000 13600.00| | PERMANENT EROSION MATTING, TYPE A | | | 0470 662003-001 1.000 LS | 50000.00000 50000.00| | POLYVINYLCHLORIDE CONDUIT, 3 IN | | | 0475 662003-001 1.000 LS | 46900.00000 46900.00| | POLYVINYLCHLORIDE CONDUIT, 4 IN | | | 0480 662006-001 1.000 EA | 1470.00000 1470.00| | JUNCTION BOX, TYPE B MODIFIED | | | 0485 699000-001 1000.000 HR | 0.80000 800.00| | ON JOB TRAINING | | | 0490 402001-001 AA1 1072.000 TN | 105.00000 112560.00| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0495 402001-002 AA2 1023.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | 0500 401001-001 BB1 5321.000 TN | 100.00000 532100.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0505 401001-002 BB2 5076.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0510 636002-001 CC1 1080.000 TN | 37.00000 39960.00| | AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0515 636002-002 CC2 1031.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 7,868,293.60| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 SIGNING & PAVEMENT MARKINGS | | | 0520 657005-001 135.000 LF | 8.80000 1188.00| | WOOD SUPPORT, 4X6 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 002 -17 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0923861 COUNTIES : RALEIGH LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 62-1345425 |( ) |( ) |BILCO CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0525 657005-001 14.000 LF | 10.00000 140.00| | WOOD SUPPORT, 6X6 | | | 0530 657005-001 94.000 LF | 12.00000 1128.00| | WOOD SUPPORT, 6X8 | | | 0535 657010-001 98.000 LF | 11.00000 1078.00| | 3.00 LB CHANNEL POST | | | 0540 657016-001 6.000 CY | 1160.00000 6960.00| | CLASS B CONCRETE FOOTING, PLAIN, | | | ROADSIDE | | | 0545 657018-001 16.000 EA | 28.00000 448.00| | POST REMOVAL | | | 0550 661001-001 153.000 SF | 20.00000 3060.00| | 0.080 IN FLAT SHEET SIGN | | | 0555 661004-001 32.000 EA | 28.00000 896.00| | DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | TYPE B-1 | | | 0560 663001-004 15357.000 LF | 0.40000 6142.80| | EDGE LINE, TYPE II - 4 IN WHITE | | | 0565 663002-038 15002.000 LF | 0.40000 6000.80| | CENTERLINE, TYPE II - 4 IN | | | 0570 663005-010 18.000 LF | 13.00000 234.00| | STOP LINE, TYPE V - 12 IN | | | 0575 663005-011 44.000 LF | 20.00000 880.00| | STOP LINE, TYPE V - 24 IN | | | SECTION TOTALS | $ 28,155.60| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 SEWERLINE RELOCATION | | | 0580 639001-001 LUMP | 11000.00000 11000.00| | CONSTRUCTION LAYOUT STAKE | | | 0585 675007-020 95.000 LF | 55.00000 5225.00| | 6 INCH PLASTIC SEWER PIPE | | | 0590 675007-022 1385.000 LF | 61.00000 84485.00| | 8 INCH PLASTIC SEWER PIPE | | | 0595 675008-201 1455.000 LF | 74.00000 107670.00| | 6 INCH DUCTILE IRON SEWER PIPE, TYPE I, | | | CLASS 50 | | | 0600 675014-001 6.000 EA | 5500.00000 33000.00| | MANHOLE COMPLETE, INCLUDING CASTING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 002 -18 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0923861 COUNTIES : RALEIGH LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 62-1345425 |( ) |( ) |BILCO CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0605 675017-001 7.000 EA | 2750.00000 19250.00| | ABANDONING MANHOLE | | | SECTION TOTALS | $ 260,630.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 BRIDGE #10934 | | | 0610 212001-000 301.000 CY | 135.00000 40635.00| | STRUCTURE EXCAVATION | | | 0615 212005-000 131.000 CY | 135.00000 17685.00| | SELECT MATERIAL FOR BACKFILLING | | | 0620 601002-001 265.000 CY | 540.00000 143100.00| | CLASS B CONCRETE | | | 0625 601002-003 263.000 CY | 1330.00000 349790.00| | CLASS B CONCRETE, ARCHITECTURAL | | | 0630 601009-001 259.000 CY | 1120.00000 290080.00| | CLASS H CONCRETE | | | 0635 602001-001 53302.000 LB | 1.20000 63962.40| | REINFORCING STEEL BAR | | | 0640 602002-001 69346.000 LB | 1.40000 97084.40| | EPOXY COATED REINFORCING STEEL BAR | | | 0645 615001-001 240755.000 LS | 1052600.00000 1052600.00| | STEEL SUPERSTRUCTURE | | | 0650 615028-001 8.000 EA | 3240.00000 25920.00| | GUIDED BEARING, ELASTOMERIC | | | 0655 615030-001 4.000 EA | 3890.00000 15560.00| | FIXED BEARING, ELASTOMERIC | | | 0660 616005-006 860.000 LF | 115.00000 98900.00| | HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0665 617002-001 448.000 LF | 770.00000 344960.00| | FERROUS METAL RAILING | | | 0670 617003-001 448.000 LF | 180.00000 80640.00| | ALUMINUM RAILING | | | 0675 639001-001 LUMP | 16200.00000 16200.00| | CONSTRUCTION LAYOUT STAKE | | | 0680 642050-001 1.000 EA | 935.00000 935.00| | DEWATERING DEVICE | | | SECTION TOTALS | $ 2,638,051.80| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 RETAINING WALLS | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 002 -19 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0923861 COUNTIES : RALEIGH LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 62-1345425 |( ) |( ) |BILCO CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0685 601002-003 280.000 CY | 1920.00000 537600.00| | CLASS B CONCRETE, ARCHITECTURAL | | | 0690 614001-003 1606.000 LF | 125.00000 200750.00| | HP10X42 STEEL PILE | | | 0695 614001-006 726.000 LF | 95.00000 68970.00| | HP12X53 STEEL PILE | | | 0700 614001-017 3867.000 LF | 115.00000 444705.00| | HP14X89 STEEL PILE | | | 0705 614001-018 1988.000 LF | 165.00000 328020.00| | HP14X102 STEEL PILE | | | 0710 614001-160 3101.000 LF | 205.00000 635705.00| | W14X193 STEEL PILE | | | 0715 614003-001 13518.000 SF | 19.00000 256842.00| | CONCRETE LAGGING, THICKNESS 6" | | | 0720 614004-001 4288.000 SF | 12.00000 51456.00| | TIMBER LAGGING | | | 0725 639001-001 LUMP | 283400.00000 283400.00| | CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 2,807,448.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 COMPUTER SYSTEM | | | 0730 640004-001 LUMP | 4390.00000 4390.00| | COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 4,390.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 13,606,969.00| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 1005326 COUNTIES : CABELL LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : MILLER ROAD OP BRIDGE +1 PROJECT(S) : S306-0064/00-028.67 00 LOCATION: 0.30 MI W CO 37 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 31-1023518 KOKOSING CONSTRUCTION COMPANY, INC. $ 767,118.00 100.0000% 2 34-1199322 VELOTTA COMPANY, THE $ 858,082.50 111.8580% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 1005326 COUNTIES : CABELL LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1023518 |( 2 ) 34-1199322 |( ) |KOKOSING CONSTRUCTION COMPAN |VELOTTA COMPANY, THE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADWAY | | | 0005 204001-000 LUMP | 49913.00000 49913.00| 223765.00000 223765.00| MOBILIZATION | | | 0010 408002-001 352.000 GA | 1.00000 352.00| 1.00000 352.00| BITUMINOUS MATERIAL | | | 0015 415005-001 2880.000 SY | 7.50000 21600.00| 5.00000 14400.00| REMOVE EXISTING PAVEMENT SURFACE | | | 0020 636008-001 2100.000 LF | 0.50000 1050.00| 0.35000 735.00| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | 0025 636011-001 27320.000 UN | 1.50000 40980.00| 1.00000 27320.00| TRAFFIC CONTROL DEVICE | | | 0030 636014-001 100.000 HR | 45.00000 4500.00| 40.00000 4000.00| FLAGGER | | | 0035 636014-002 130.000 HR | 60.00000 7800.00| 60.00000 7800.00| TRAFFIC DIRECTOR | | | 0040 636021-001 20.000 DA | 110.00000 2200.00| 30.00000 600.00| ELECTRIC ARROW | | | 0045 636022-001 40.000 DA | 90.00000 3600.00| 60.00000 2400.00| CHANGEABLE MESSAGE SIGN | | | 0050 636025-001 40.000 DA | 1.25000 50.00| 1.50000 60.00| WARNING LIGHTS, TYPE B | | | 0055 636028-001 20.000 DA | 200.00000 4000.00| 125.00000 2500.00| SHADOW VEHICLE | | | 0060 636030-001 20.000 DA | 125.00000 2500.00| 45.00000 900.00| SPEED MONITORING TRAILER | | | 0065 663001-026 815.000 LF | 1.00000 815.00| 0.35000 285.25| EDGE LINE, TYPE II - 6 IN WHITE | | | 0070 663001-026 815.000 LF | 1.00000 815.00| 0.35000 285.25| EDGE LINE, TYPE II - 6 IN YELLOW | | | 0075 663002-026 200.000 LF | 1.00000 200.00| 0.35000 70.00| LANE LINE, TYPE II - 6 IN | | | 0080 663012-208 6.000 EA | 100.00000 600.00| 25.00000 150.00| RAISED PAVEMENT MARKER, TYPE P-2 | | | 0085 402001-011 AA1 25.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 1005326 COUNTIES : CABELL LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1023518 |( 2 ) 34-1199322 |( ) |KOKOSING CONSTRUCTION COMPAN |VELOTTA COMPANY, THE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 402001-012 AA2 24.000 TN | 775.00000 18600.00| 775.00000 18600.00| SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | SECTION TOTALS | $ 159,575.00| $ 304,222.50| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #2092.2 | | | 0095 627016-001 128.000 LF | 850.00000 108800.00| 500.00000 64000.00| REMOVE AND REBUILD EXPANSION JOINT | | | 0100 679001-001 1706.000 SY | 220.00000 375320.00| 250.00000 426500.00| CONCRETE DECK OVERLAY | | | SECTION TOTALS | $ 484,120.00| $ 490,500.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 BRIDGE #2118.2 | | | 0105 601013-005 10300.000 SF | 2.50000 25750.00| 1.20000 12360.00| CONCRETE SEALER | | | 0110 627016-001 86.000 LF | 850.00000 73100.00| 500.00000 43000.00| REMOVE AND REBUILD EXPANSION JOINT | | | 0115 685001-001 LUMP | 24573.00000 24573.00| 8000.00000 8000.00| BRIDGE WASHING | | | SECTION TOTALS | $ 123,423.00| $ 63,360.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 767,118.00| $ 858,082.50| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 1100477 COUNTIES : GREENBRIER LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 09 CONTRACT DESCRIPTION : COATS RUN ROAD PROJECT(S) : S313-0039/00-000.81 00 LOCATION: BEG: 1.21 MI W OF CR 39/5 END: 1.31 MI W OF CR 39/5 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0674033 SMH CONSTRUCTION COMPANY, INC. $ 214,649.34 100.0000% 2 55-0756636 JIM CONSTRUCTION, INC. $ 299,983.95 139.7554% 3 55-0731306 ACCAD CORPORATION $ 314,964.00 146.7342% 4 55-0663428 MEADOWS STONE & PAVING, INC. $ 466,454.86 217.3102% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 1100477 COUNTIES : GREENBRIER LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0674033 |( 2 ) 55-0756636 |( 3 ) 55-0731306 |SMH CONSTRUCTION COMPANY, IN |JIM CONSTRUCTION, INC. |ACCAD CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 LESS THAN 20 CULVERT REPLACEMENT | | | 0005 204001-000 LUMP | 5000.00000 5000.00| 24000.00000 24000.00| 27849.00000 27849.00 MOBILIZATION | | | 0010 207001-001 140.000 CY | 10.25000 1435.00| 32.75000 4585.00| 16.00000 2240.00 UNCLASSIFIED EXCAVATION | | | 0015 207002-000 55.000 CY | 68.00000 3740.00| 96.50000 5307.50| 70.00000 3850.00 SUBGRADE | | | 0020 207033-000 75.000 SY | 2.00000 150.00| 7.00000 525.00| 2.00000 150.00 FABRIC FOR SUBGRADE STABILIZATION | | | 0025 212001-000 800.000 CY | 10.85000 8680.00| 38.00000 30400.00| 16.00000 12800.00 STRUCTURE EXCAVATION | | | 0030 212004-000 2.000 EA | 6232.00000 12464.00| 6825.00000 13650.00| 10000.00000 20000.00 COFFERDAM | | | 0035 218006-000 10.000 CY | 59.70000 597.00| 110.00000 1100.00| 200.00000 2000.00 FOUNDATION PROTECTION | | | 0040 408002-001 22.000 GA | 5.75000 126.50| 5.85000 128.70| 5.00000 110.00 BITUMINOUS MATERIAL | | | 0045 601002-001 40.000 CY | 592.80000 23712.00| 730.00000 29200.00| 1000.00000 40000.00 CLASS B CONCRETE | | | 0050 602002-001 1525.000 LB | 1.70000 2592.50| 1.85000 2821.25| 3.00000 4575.00 EPOXY COATED REINFORCING STEEL BAR | | | 0055 607001-001 225.000 LF | 21.65000 4871.25| 23.50000 5287.50| 22.00000 4950.00 TYPE 1 GUARDRAIL, CLASS I | | | 0060 607010-001 300.000 LF | 1.45000 435.00| 2.31000 693.00| 2.25000 675.00 TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0065 607035-001 4.000 EA | 90.50000 362.00| 92.50000 370.00| 90.00000 360.00 GUARDRAIL ELEMENT | | | 0070 607065-001 2.000 EA | 1861.00000 3722.00| 2100.00000 4200.00| 2000.00000 4000.00 FLARED END TERMINAL | | | 0075 620002-001 44.000 LF | 1734.00000 76296.00| 2325.00000 102300.00| 2600.00000 114400.00 PRECAST REINFORCED CONCRETE FLAT-TOPPED | | | BRIDGE/CULVERT 20 X 8 | | | 0080 636007-001 1200.000 LF | 0.86000 1032.00| 1.15000 1380.00| 1.00000 1200.00 ERADICATION OF PAVEMENT MARKING | | | 0085 636008-001 2000.000 LF | 0.34000 680.00| 0.35000 700.00| 1.20000 2400.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | 0090 636011-001 5060.000 UN | 1.49000 7539.40| 1.50000 7590.00| 1.30000 6578.00 TRAFFIC CONTROL DEVICE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 006 -3 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 1100477 COUNTIES : GREENBRIER LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0674033 |( 2 ) 55-0756636 |( 3 ) 55-0731306 |SMH CONSTRUCTION COMPANY, IN |JIM CONSTRUCTION, INC. |ACCAD CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 636014-001 60.000 HR | 61.95000 3717.00| 63.50000 3810.00| 55.00000 3300.00 FLAGGER | | | 0100 636017-001 48.000 LF | 39.78000 1909.44| 57.00000 2736.00| 50.00000 2400.00 TEMPORARY CONCRETE BARRIER | | | 0105 636025-001 420.000 DA | 1.78000 747.60| 1.80000 756.00| 1.25000 525.00 WARNING LIGHTS, TYPE B | | | 0110 639001-001 LUMP | 3808.00000 3808.00| 3600.00000 3600.00| 7115.00000 7115.00 CONSTRUCTION LAYOUT STAKE | | | 0115 642012-001 1000.000 LF | 2.24000 2240.00| 4.75000 4750.00| 3.00000 3000.00 SILT FENCE | | | 0120 663001-004 1000.000 LF | 0.34000 340.00| 0.35000 350.00| 1.20000 1200.00 EDGE LINE, TYPE II - 4 IN WHITE | | | 0125 663002-038 1000.000 LF | 0.34000 340.00| 0.35000 350.00| 1.20000 1200.00 CENTERLINE, TYPE II - 4 IN | | | 0130 663005-010 22.000 LF | 10.35000 227.70| 10.50000 231.00| 21.00000 462.00 STOP LINE, TYPE V - 12 IN | | | 0135 307005-001 AA1 185.000 TN | 37.55000 6946.75| 39.00000 7215.00| 50.00000 9250.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0140 307005-002 AA2 168.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0145 307005-001 BB1 50.000 TN | 49.65000 2482.50| 59.00000 2950.00| 50.00000 2500.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0150 307005-002 BB2 46.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0155 636002-001 CC1 140.000 TN | 22.45000 3143.00| 26.00000 3640.00| 35.00000 4900.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0160 636002-002 CC2 128.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | 0165 401001-001 DD1 117.000 TN | 129.80000 15186.60| 130.00000 15210.00| 115.00000 13455.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0170 401001-002 DD2 106.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0175 401001-006 DD3 117.000 TN | | | MARSHALL WARM-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 006 -4 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 1100477 COUNTIES : GREENBRIER LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0674033 |( 2 ) 55-0756636 |( 3 ) 55-0731306 |SMH CONSTRUCTION COMPANY, IN |JIM CONSTRUCTION, INC. |ACCAD CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0180 401001-007 DD4 106.000 TN | | | MARSHALL WARM-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0185 401001-001 EE1 24.000 TN | 137.85000 3308.40| 138.00000 3312.00| 120.00000 2880.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0190 401001-002 EE2 22.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0195 401001-006 EE3 24.000 TN | | | MARSHALL WARM-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0200 401001-007 EE4 22.000 TN | | | MARSHALL WARM-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0205 401002-001 FF1 83.000 TN | 137.85000 11441.55| 138.00000 11454.00| 120.00000 9960.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0210 401002-002 FF2 76.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | 0215 401002-006 FF3 83.000 TN | | | MARSHALL WARM-MIX ASPHALT WEARING | | | COURSE, STONE OR GRAVEL, TYPE 1 | | | 0220 401002-007 FF4 76.000 TN | | | MARSHALL WARM-MIX ASPHALT WEARING | | | COURSE, SLAG, TYPE 1 | | | 0225 401007-001 GG1 39.000 TN | 137.85000 5376.15| 138.00000 5382.00| 120.00000 4680.00 MARSHALL SCRATCH COURSE, STONE OR GRAVE | | | 0230 401007-002 GG2 36.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0235 401007-006 GG3 39.000 TN | | | MARSHALL WARM-MIX-ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL | | | 0240 401007-007 GG4 36.000 TN | | | MARSHALL WARM-MIX-ASPHALT SCRATCH | | | COURSE, SLAG | | | SECTION TOTALS | $ 214,649.34| $ 299,983.95| $ 314,964.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 214,649.34| $ 299,983.95| $ 314,964.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 006 -5 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 1100477 COUNTIES : GREENBRIER LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0663428 |( ) |( ) |MEADOWS STONE & PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 LESS THAN 20 CULVERT REPLACEMENT | | | 0005 204001-000 LUMP | 23000.00000 23000.00| | MOBILIZATION | | | 0010 207001-001 140.000 CY | 18.50000 2590.00| | UNCLASSIFIED EXCAVATION | | | 0015 207002-000 55.000 CY | 70.00000 3850.00| | SUBGRADE | | | 0020 207033-000 75.000 SY | 11.00000 825.00| | FABRIC FOR SUBGRADE STABILIZATION | | | 0025 212001-000 800.000 CY | 36.00000 28800.00| | STRUCTURE EXCAVATION | | | 0030 212004-000 2.000 EA | 8000.00000 16000.00| | COFFERDAM | | | 0035 218006-000 10.000 CY | 110.00000 1100.00| | FOUNDATION PROTECTION | | | 0040 408002-001 22.000 GA | 20.00000 440.00| | BITUMINOUS MATERIAL | | | 0045 601002-001 40.000 CY | 675.00000 27000.00| | CLASS B CONCRETE | | | 0050 602002-001 1525.000 LB | 2.00000 3050.00| | EPOXY COATED REINFORCING STEEL BAR | | | 0055 607001-001 225.000 LF | 20.30000 4567.50| | TYPE 1 GUARDRAIL, CLASS I | | | 0060 607010-001 300.000 LF | 4.00000 1200.00| | TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0065 607035-001 4.000 EA | 80.00000 320.00| | GUARDRAIL ELEMENT | | | 0070 607065-001 2.000 EA | 1816.00000 3632.00| | FLARED END TERMINAL | | | 0075 620002-001 44.000 LF | 6250.00000 275000.00| | PRECAST REINFORCED CONCRETE FLAT-TOPPED | | | BRIDGE/CULVERT 20 X 8 | | | 0080 636007-001 1200.000 LF | 0.85000 1020.00| | ERADICATION OF PAVEMENT MARKING | | | 0085 636008-001 2000.000 LF | 0.25000 500.00| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | 0090 636011-001 5060.000 UN | 1.00000 5060.00| | TRAFFIC CONTROL DEVICE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 006 -6 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 1100477 COUNTIES : GREENBRIER LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0663428 |( ) |( ) |MEADOWS STONE & PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 636014-001 60.000 HR | 50.00000 3000.00| | FLAGGER | | | 0100 636017-001 48.000 LF | 39.00000 1872.00| | TEMPORARY CONCRETE BARRIER | | | 0105 636025-001 420.000 DA | 2.00000 840.00| | WARNING LIGHTS, TYPE B | | | 0110 639001-001 LUMP | 15000.00000 15000.00| | CONSTRUCTION LAYOUT STAKE | | | 0115 642012-001 1000.000 LF | 3.50000 3500.00| | SILT FENCE | | | 0120 663001-004 1000.000 LF | 0.25000 250.00| | EDGE LINE, TYPE II - 4 IN WHITE | | | 0125 663002-038 1000.000 LF | 0.25000 250.00| | CENTERLINE, TYPE II - 4 IN | | | 0130 663005-010 22.000 LF | 8.88000 195.36| | STOP LINE, TYPE V - 12 IN | | | 0135 307005-001 AA1 185.000 TN | 49.00000 9065.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0140 307005-002 AA2 168.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0145 307005-001 BB1 50.000 TN | 28.50000 1425.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0150 307005-002 BB2 46.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0155 636002-001 CC1 140.000 TN | 35.00000 4900.00| | AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0160 636002-002 CC2 128.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | 0165 401001-001 DD1 117.000 TN | 95.00000 11115.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0170 401001-002 DD2 106.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0175 401001-006 DD3 117.000 TN | | | MARSHALL WARM-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 006 -7 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 1100477 COUNTIES : GREENBRIER LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0663428 |( ) |( ) |MEADOWS STONE & PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0180 401001-007 DD4 106.000 TN | | | MARSHALL WARM-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0185 401001-001 EE1 24.000 TN | 102.00000 2448.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0190 401001-002 EE2 22.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0195 401001-006 EE3 24.000 TN | | | MARSHALL WARM-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0200 401001-007 EE4 22.000 TN | | | MARSHALL WARM-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0205 401002-001 FF1 83.000 TN | 120.00000 9960.00| | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0210 401002-002 FF2 76.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | 0215 401002-006 FF3 83.000 TN | | | MARSHALL WARM-MIX ASPHALT WEARING | | | COURSE, STONE OR GRAVEL, TYPE 1 | | | 0220 401002-007 FF4 76.000 TN | | | MARSHALL WARM-MIX ASPHALT WEARING | | | COURSE, SLAG, TYPE 1 | | | 0225 401007-001 GG1 39.000 TN | 120.00000 4680.00| | MARSHALL SCRATCH COURSE, STONE OR GRAVE | | | 0230 401007-002 GG2 36.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0235 401007-006 GG3 39.000 TN | | | MARSHALL WARM-MIX-ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL | | | 0240 401007-007 GG4 36.000 TN | | | MARSHALL WARM-MIX-ASPHALT SCRATCH | | | COURSE, SLAG | | | SECTION TOTALS | $ 466,454.86| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 466,454.86| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 1104005 COUNTIES : MARSHALL LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : FORK RIDGE SLIP REPAIR PROJECT(S) : S326-0017/00-003.20 00 LOCATION: MP 3.20, 1.97 MI E. JCT CR 54-MP 3.22, 1.99 MI E. JCT CR 54 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 20-3991479 BBR DRILLING COMPANY, INC. $ 121,486.00 100.0000% 2 34-1421920 OHIO-WEST VIRGINIA EXCAVATING CO. $ 126,248.00 103.9198% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 1104005 COUNTIES : MARSHALL LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20-3991479 |( 2 ) 34-1421920 |( ) |BBR DRILLING COMPANY, INC. |OHIO-WEST VIRGINIA EXCAVATIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIP REPAIR VIA STEEL PILING WALL | | | 0005 204001-000 LUMP | 6500.00000 6500.00| 6250.00000 6250.00| MOBILIZATION | | | 0010 211009-000 149.000 TN | 30.00000 4470.00| 39.00000 5811.00| SELECT BORROW EXCAVATION | | | 0015 229001-000 0.030 MI | 2000.00000 60.00| 18500.00000 555.00| SHOULDER AND DITCH | | | 0020 408002-001 43.000 GA | 9.00000 387.00| 9.50000 408.50| BITUMINOUS MATERIAL | | | 0025 415005-001 88.000 SY | 21.00000 1848.00| 25.00000 2200.00| REMOVE EXISTING PAVEMENT SURFACE 6 | | | INCHES DEEP | | | 0030 607001-001 137.500 LF | 25.00000 3437.50| 25.00000 3437.50| TYPE 1 GUARDRAIL, CLASS 3 | | | 0035 607009-001 262.500 LF | 15.00000 3937.50| 16.00000 4200.00| TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0040 607010-020 50.000 LF | 1.00000 50.00| 10.00000 500.00| GUARDRAIL REMOVAL | | | 0045 607037-001 1.000 EA | 50.00000 50.00| 95.00000 95.00| BUFFER END SECTION | | | 0050 614001-006 821.000 LF | 77.00000 63217.00| 65.00000 53365.00| HP12X53 STEEL PILE | | | 0055 614003-001 780.000 SF | 14.00000 10920.00| 16.50000 12870.00| CONCRETE LAGGING, THICKNESS 8", 3' 9" | | | LONG | | | 0060 636011-001 4220.000 UN | 0.75000 3165.00| 2.25000 9495.00| TRAFFIC CONTROL DEVICE | | | 0065 636014-001 240.000 HR | 40.00000 9600.00| 30.00000 7200.00| FLAGGER | | | 0070 639001-001 LUMP | 1000.00000 1000.00| 2950.00000 2950.00| CONSTRUCTION LAYOUT STAKE | | | 0075 642004-002 5.150 LB | 10.00000 51.50| 100.00000 515.00| SEED MIXTURE, B | | | 0080 642005-002 0.041 TN | 500.00000 20.50| 10000.00000 410.00| MULCH, WOOD CELLULOSE FIBER | | | 0085 642006-001 0.022 TN | 1000.00000 22.00| 10000.00000 220.00| FERTILIZER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 007 -3 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 1104005 COUNTIES : MARSHALL LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20-3991479 |( 2 ) 34-1421920 |( ) |BBR DRILLING COMPANY, INC. |OHIO-WEST VIRGINIA EXCAVATIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 642012-001 200.000 LF | 1.00000 200.00| 5.00000 1000.00| SILT FENCE | | | 0095 663001-004 400.000 LF | 1.30000 520.00| 1.50000 600.00| EDGE LINE, TYPE II - 4 IN PERMANENT - | | | WHITE | | | 0100 663001-004 400.000 LF | 1.30000 520.00| 1.50000 600.00| EDGE LINE, TYPE II - 4 IN TEMPORARY - | | | WHITE | | | 0105 663002-038 400.000 LF | 1.30000 520.00| 1.50000 600.00| CENTERLINE, TYPE II - 4 IN PERMANENT - | | | YELLOW | | | 0110 663002-038 400.000 LF | 1.30000 520.00| 1.50000 600.00| CENTERLINE, TYPE II - 4 IN TEMPORARY - | | | YELLOW | | | 0115 307005-001 AA1 11.000 TN | 50.00000 550.00| 70.00000 770.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0120 307005-002 AA2 11.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0125 307005-003 AA3 12.000 TN | | | AGGREGATE BASE COURSE, STEEL SLAG, | | | CLASS 10 | | | 0130 307005-001 BB1 39.000 TN | 40.00000 1560.00| 54.00000 2106.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0135 307005-002 BB2 39.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0140 307005-003 BB3 42.000 TN | | | AGGREGATE BASE COURSE, STEEL SLAG, | | | CLASS 1 | | | 0145 401001-001 CC1 30.000 TN | 120.00000 3600.00| 135.00000 4050.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0150 401001-002 CC2 30.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0155 401001-003 CC3 32.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STEEL SLAG, TYPE 2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 007 -4 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 1104005 COUNTIES : MARSHALL LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20-3991479 |( 2 ) 34-1421920 |( ) |BBR DRILLING COMPANY, INC. |OHIO-WEST VIRGINIA EXCAVATIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0160 401002-001 DD1 17.000 TN | 140.00000 2380.00| 160.00000 2720.00| MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 3 | | | 0165 401002-002 DD2 17.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 3 | | | 0170 401002-003 DD3 18.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STEEL SLAG, TYPE 3 | | | 0175 401007-001 EE1 17.000 TN | 140.00000 2380.00| 160.00000 2720.00| MARSHALL SCRATCH COURSE, STONE OR GRAVE | | | 0180 401007-002 EE2 17.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0185 401007-003 EE3 18.000 TN | | | MARSHALL SCRATCH COURSE, STEEL SLAG | | | SECTION TOTALS | $ 121,486.00| $ 126,248.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 121,486.00| $ 126,248.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 009 -1 VENDOR RANKING CALL ORDER : 009 CONTRACT ID : 0824781R2 COUNTIES : OHIO LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : BRIDGEPORT BRIDGE DEMOLITION PROJECT(S) : S335-0040/00-000.00 00 LOCATION: BEGIN: MP 0.00 ON OLD US 40 END:MP0.12 ON OLD US 40 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 25-0930077 JOSEPH B. FAY CO. $ 672,222.00 100.0000% 2 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 973,589.80 144.8316% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 009 -2 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0824781R2 COUNTIES : OHIO LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-0930077 |( 2 ) 55-0487806 |( ) |JOSEPH B. FAY CO. |ORDERS CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 DEMOLITION X032 | | | 0005 201001-000 1.000 LS | 16000.00000 16000.00| 104000.00000 104000.00| CLEARING AND GRUBBING | | | 0010 203001-000 LUMP | 614200.00000 614200.00| 800000.00000 800000.00| DISMANTLING STRUCTURE | | | 0015 204001-000 LUMP | 20000.00000 20000.00| 50000.00000 50000.00| MOBILIZATION | | | 0020 636011-001 3840.000 UN | 1.50000 5760.00| 1.60000 6144.00| TRAFFIC CONTROL DEVICE | | | 0025 636014-001 100.000 HR | 75.00000 7500.00| 62.00000 6200.00| FLAGGER | | | 0030 636025-001 240.000 DA | 1.30000 312.00| 1.40000 336.00| WARNING LIGHTS, TYPE B | | | 0035 642004-001 30.000 LB | 45.00000 1350.00| 49.00000 1470.00| SEED MIXTURE, TEMPORARY | | | 0040 642005-002 1.000 TN | 350.00000 350.00| 390.00000 390.00| MULCH, WOOD CELLULOSE FIBER | | | 0045 642006-001 0.200 TN | 5000.00000 1000.00| 5600.00000 1120.00| FERTILIZER | | | 0050 642010-001 0.200 TN | 25.00000 5.00| 22.00000 4.40| AGRICULTURAL LIMESTONE | | | 0055 642012-001 200.000 LF | 15.00000 3000.00| 4.70000 940.00| SILT FENCE | | | 0060 652001-001 0.200 TN | 25.00000 5.00| 22.00000 4.40| AGRICULTURAL LIMESTONE | | | 0065 652002-001 0.200 TN | 5000.00000 1000.00| 5600.00000 1120.00| FERTILIZER, 10-20-10 | | | 0070 652002-002 0.080 TN | 5000.00000 400.00| 5600.00000 448.00| FERTILIZER, UREA FORMALDEHYDE | | | 0075 652003-001 33.000 LB | 30.00000 990.00| 31.00000 1023.00| SEED MIXTURES, B, C-1, OR C-2 | | | 0080 652004-002 1.000 TN | 350.00000 350.00| 390.00000 390.00| WOOD CELLULOSE FIBER MULCH | | | SECTION TOTALS | $ 672,222.00| $ 973,589.80| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 672,222.00| $ 973,589.80| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 010 -1 VENDOR RANKING CALL ORDER : 010 CONTRACT ID : 1021605 COUNTIES : PUTNAM LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : DANIEL BOONE SLIDE CORRECTION PROJECT(S) : S340-0048/01-000.27 00 LOCATION: 0.27 MI. S JCT. US 60 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 38-3667285 MCCOY CONSTRUCTION COMPANY $ 187,310.50 100.0000% 2 62-1345425 BILCO CONSTRUCTION CO., INC. $ 220,300.00 117.6122% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 010 -2 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 1021605 COUNTIES : PUTNAM LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 38-3667285 |( 2 ) 62-1345425 |( ) |MCCOY CONSTRUCTION COMPANY |BILCO CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIDE CORRECTION | | | 0005 201001-000 1.000 LS | 5000.00000 5000.00| 30000.00000 30000.00| CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 14800.00000 14800.00| 42000.00000 42000.00| MOBILIZATION | | | 0015 207001-001 439.000 CY | 12.00000 5268.00| 5.00000 2195.00| UNCLASSIFIED EXCAVATION | | | 0020 207002-000 41.000 CY | 80.00000 3280.00| 55.00000 2255.00| SUBGRADE | | | 0025 207034-000 467.000 SY | 2.00000 934.00| 1.00000 467.00| FABRIC FOR SEPARATION | | | 0030 211008-000 90.000 TN | 50.00000 4500.00| 34.00000 3060.00| ROCK BORROW EXCAVATION | | | 0035 229001-000 0.040 MI | 15000.00000 600.00| 8000.00000 320.00| SHOULDER AND DITCH | | | 0040 604050-016 36.000 LF | 80.00000 2880.00| 75.00000 2700.00| 18 INCH CORRUGATED POLYETHYLENE PIPE | | | 0045 605009-001 1.000 EA | 2000.00000 2000.00| 5000.00000 5000.00| TYPE G INLET | | | 0050 607001-001 150.000 LF | 22.25000 3337.50| 25.00000 3750.00| TYPE 1 GUARDRAIL, CLASS 2 | | | 0055 614001-018 872.000 LF | 95.00000 82840.00| 42.00000 36624.00| HP14X102 STEEL PILE | | | 0060 636011-001 2520.000 UN | 0.80000 2016.00| 0.80000 2016.00| TRAFFIC CONTROL DEVICE | | | 0065 636014-001 100.000 HR | 50.00000 5000.00| 0.01000 1.00| FLAGGER | | | 0070 639001-001 LUMP | 1250.00000 1250.00| 50162.00000 50162.00| CONSTRUCTION LAYOUT STAKE | | | 0075 642012-001 200.000 LF | 4.00000 800.00| 2.00000 400.00| SILT FENCE | | | 0080 652002-001 0.030 TN | 7500.00000 225.00| 1000.00000 30.00| FERTILIZER, 10-20-10 | | | 0085 652003-001 10.000 LB | 30.00000 300.00| 50.00000 500.00| SEED MIXTURES, B, C-1, OR C-2 | | | 0090 652004-001 0.200 TN | 2500.00000 500.00| 1000.00000 200.00| STRAW OR HAY MULCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 010 -3 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 1021605 COUNTIES : PUTNAM LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 38-3667285 |( 2 ) 62-1345425 |( ) |MCCOY CONSTRUCTION COMPANY |BILCO CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 307005-001 AA1 107.000 TN | 40.00000 4280.00| 35.00000 3745.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS CL1 | | | 0100 307005-002 AA2 107.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS CL1 | | | 0105 307005-001 BB1 513.000 TN | 50.00000 25650.00| 40.00000 20520.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS CL7 | | | 0110 307005-002 BB2 513.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS CL7 | | | 0115 307005-001 CC1 26.000 TN | 50.00000 1300.00| 35.00000 910.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS CL10 | | | 0120 307005-002 CC2 26.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS CL10 | | | 0125 401001-001 DD1 52.000 TN | 150.00000 7800.00| 155.00000 8060.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0130 401001-002 DD2 52.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0135 401002-001 EE1 9.000 TN | 150.00000 1350.00| 155.00000 1395.00| MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0140 401002-002 EE2 9.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | 0145 614004-001 FF1 570.000 SF | | 7.00000 3990.00| TIMBER LAGGING | | | 0150 614003-001 FF2 570.000 SF | 20.00000 11400.00| | CONCRETE LAGGING, THICKNESS 6IN | | | SECTION TOTALS | $ 187,310.50| $ 220,300.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 187,310.50| $ 220,300.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 011 -1 VENDOR RANKING CALL ORDER : 011 CONTRACT ID : 0431004 COUNTIES : RITCHIE LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : BONDS CREEK BRIDGE PROJECT(S) : S343-0016/04-000.58 00 LOCATION: / BONDS CREEK, 0.20 MI E WV 16 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 31-4444098 ALAN STONE CO., INC. $ 436,337.00 100.0000% 2 55-0778477 HOKE BROTHERS CONTRACTING, INC. $ 436,892.96 100.1274% 3 27-0738567 R.K. CONSTRUCTION, INC. $ 476,269.22 109.1517% 4 55-0663428 MEADOWS STONE & PAVING, INC. $ 501,770.50 114.9961% 5 55-0731306 ACCAD CORPORATION $ 531,258.50 121.7542% 6 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 532,963.83 122.1450% 7 55-0756636 JIM CONSTRUCTION, INC. $ 569,005.40 130.4050% 8 34-1199322 VELOTTA COMPANY, THE $ 620,999.20 142.3210% 9 55-0484695 PAULS CONCRETE, INC. $ 625,572.00 143.3690% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 011 -2 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0431004 COUNTIES : RITCHIE LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-4444098 |( 2 ) 55-0778477 |( 3 ) 27-0738567 |ALAN STONE CO., INC. |HOKE BROTHERS CONTRACTING, I |R.K. CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN & PAVE | | | 0005 201001-000 1.000 LS | 12500.00000 12500.00| 5000.00000 5000.00| 4000.00000 4000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 6000.00000 6000.00| 18000.00000 18000.00| 22000.00000 22000.00 MOBILIZATION | | | 0015 207001-001 419.000 CY | 7.00000 2933.00| 25.00000 10475.00| 9.61000 4026.59 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 263.000 CY | 65.00000 17095.00| 60.00000 15780.00| 59.00000 15517.00 SUBGRADE | | | 0025 207034-000 1626.000 SY | 1.75000 2845.50| 2.00000 3252.00| 1.43000 2325.18 FABRIC FOR SEPARATION | | | 0030 211001-000 443.000 CY | 12.00000 5316.00| 0.01000 4.43| 19.18000 8496.74 UNCLASSIFIED BORROW EXCAVATION | | | 0035 307001-000 248.000 CY | 65.00000 16120.00| 60.00000 14880.00| 66.67000 16534.16 AGGREGATE BASE COURSE, CLASS 1 | | | 0040 607001-001 412.500 LF | 22.00000 9075.00| 24.00000 9900.00| 30.65000 12643.13 TYPE 1 GUARDRAIL, CLASS III | | | 0045 607066-001 4.000 EA | 1840.00000 7360.00| 2000.00000 8000.00| 1500.00000 6000.00 TANGENT END TERMINAL | | | 0050 636011-001 6300.000 UN | 0.75000 4725.00| 0.01000 63.00| 1.71000 10773.00 TRAFFIC CONTROL DEVICE | | | 0055 636012-010 2.000 EA | 1.00000 2.00| 0.01000 0.02| 127.71000 255.42 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0060 636013-001 100.000 EA | 1.00000 100.00| 0.01000 1.00| 3.50000 350.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0065 636014-001 400.000 HR | 45.00000 18000.00| 0.01000 4.00| 52.00000 20800.00 FLAGGER | | | 0070 636025-001 1200.000 DA | 1.00000 1200.00| 0.01000 12.00| 1.60000 1920.00 WARNING LIGHTS, TYPE B | | | 0075 638002-001 9.000 EA | 150.00000 1350.00| 100.00000 900.00| 125.00000 1125.00 RIGHT OF WAY MARKER | | | 0080 638004-001 1.000 EA | 100.00000 100.00| 250.00000 250.00| 122.68000 122.68 OUTLET MARKER | | | 0085 639001-001 LUMP | 2000.00000 2000.00| 4000.00000 4000.00| 4000.86000 4000.86 CONSTRUCTION LAYOUT STAKE | | | 0090 640005-001 6.000 MO | 1000.00000 6000.00| 300.00000 1800.00| 1000.00000 6000.00 MINIMAL FIELD OFFICE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 011 -3 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0431004 COUNTIES : RITCHIE LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-4444098 |( 2 ) 55-0778477 |( 3 ) 27-0738567 |ALAN STONE CO., INC. |HOKE BROTHERS CONTRACTING, I |R.K. CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 642004-001 9.600 LB | 40.00000 384.00| 0.10000 0.96| 13.46000 129.22 SEED MIXTURE, TEMPORARY | | | 0100 642004-003 11.200 LB | 40.00000 448.00| 0.10000 1.12| 10.15000 113.68 SEED MIXTURE, D | | | 0105 642005-001 0.320 TN | 1700.00000 544.00| 1.00000 0.32| 770.75000 246.64 MULCH, STRAW OR HAY | | | 0110 642006-001 0.070 TN | 500.00000 35.00| 1.00000 0.07| 1000.00000 70.00 FERTILIZER | | | 0115 642010-001 0.160 TN | 300.00000 48.00| 1.00000 0.16| 150.00000 24.00 AGRICULTURAL LIMESTONE | | | 0120 642012-001 1085.000 LF | 1.00000 1085.00| 3.00000 3255.00| 1.54000 1670.90 SILT FENCE | | | 0125 642031-001 11.000 EA | 75.00000 825.00| 30.00000 330.00| 40.00000 440.00 DITCH CHECK | | | 0130 652001-001 0.160 TN | 300.00000 48.00| 1.00000 0.16| 150.00000 24.00 AGRICULTURAL LIMESTONE | | | 0135 652002-001 0.080 TN | 500.00000 40.00| 1.00000 0.08| 100.00000 8.00 FERTILIZER, 10-20-10 | | | 0140 652003-002 11.200 LB | 40.00000 448.00| 0.10000 1.12| 15.25000 170.80 SEED MIXTURE, D | | | 0145 652004-001 0.320 TN | 1700.00000 544.00| 1.00000 0.32| 1200.00000 384.00 STRAW OR HAY MULCH | | | 0150 401001-001 AA1 132.000 TN | 140.00000 18480.00| 142.00000 18744.00| 112.00000 14784.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0155 401001-002 AA2 127.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0160 401002-001 BB1 68.000 TN | 140.00000 9520.00| 142.00000 9656.00| 200.00000 13600.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE I | | | 0165 401002-002 BB2 64.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE I | | | SECTION TOTALS | $ 145,170.50| $ 124,310.76| $ 168,555.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #10850 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 011 -4 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0431004 COUNTIES : RITCHIE LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-4444098 |( 2 ) 55-0778477 |( 3 ) 27-0738567 |ALAN STONE CO., INC. |HOKE BROTHERS CONTRACTING, I |R.K. CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0170 203001-000 LUMP | 5000.00000 5000.00| 5000.00000 5000.00| 6000.00000 6000.00 DISMANTLING STRUCTURE | | | 0175 212001-000 302.000 CY | 20.00000 6040.00| 45.00000 13590.00| 30.00000 9060.00 STRUCTURE EXCAVATION | | | 0180 212005-000 26.000 CY | 75.00000 1950.00| 100.00000 2600.00| 120.00000 3120.00 SELECT MATERIAL FOR BACKFILLING | | | 0185 218006-000 77.000 CY | 75.00000 5775.00| 65.00000 5005.00| 80.00000 6160.00 FOUNDATION PROTECTION | | | 0190 601002-001 149.000 CY | 580.00000 86420.00| 750.00000 111750.00| 500.00000 74500.00 CLASS B CONCRETE | | | 0195 602001-001 10022.000 LB | 1.50000 15033.00| 1.10000 11024.20| 1.20000 12026.40 REINFORCING STEEL BAR | | | 0200 602002-001 1822.000 LB | 1.75000 3188.50| 1.50000 2733.00| 1.37000 2496.14 EPOXY COATED REINFORCING STEEL BAR | | | 0205 603016-024 592.000 LF | 280.00000 165760.00| 265.00000 156880.00| 321.54000 190351.68 33X36 INCH PRESTRESSED CONCRETE BOX BEA | | | 0210 639001-001 LUMP | 2000.00000 2000.00| 4000.00000 4000.00| 4000.00000 4000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 291,166.50| $ 312,582.20| $ 307,714.22 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 436,337.00| $ 436,892.96| $ 476,269.22 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 011 -5 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0431004 COUNTIES : RITCHIE LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0663428 |( 5 ) 55-0731306 |( 6 ) 55-0710073 |MEADOWS STONE & PAVING, INC. |ACCAD CORPORATION |TEAYS RIVER CONSTRUCTION COMP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN & PAVE | | | 0005 201001-000 1.000 LS | 20500.00000 20500.00| 20000.00000 20000.00| 46000.00000 46000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 31000.00000 31000.00| 28710.00000 28710.00| 25000.00000 25000.00 MOBILIZATION | | | 0015 207001-001 419.000 CY | 10.35000 4336.65| 16.00000 6704.00| 30.00000 12570.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 263.000 CY | 68.25000 17949.75| 67.00000 17621.00| 65.00000 17095.00 SUBGRADE | | | 0025 207034-000 1626.000 SY | 1.75000 2845.50| 1.00000 1626.00| 2.00000 3252.00 FABRIC FOR SEPARATION | | | 0030 211001-000 443.000 CY | 19.30000 8549.90| 28.00000 12404.00| 55.00000 24365.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 307001-000 248.000 CY | 68.25000 16926.00| 70.00000 17360.00| 90.00000 22320.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0040 607001-001 412.500 LF | 12.50000 5156.25| 21.00000 8662.50| 0.01000 4.13 TYPE 1 GUARDRAIL, CLASS III | | | 0045 607066-001 4.000 EA | 1750.00000 7000.00| 1800.00000 7200.00| 2175.00000 8700.00 TANGENT END TERMINAL | | | 0050 636011-001 6300.000 UN | 1.00000 6300.00| 1.50000 9450.00| 0.01000 63.00 TRAFFIC CONTROL DEVICE | | | 0055 636012-010 2.000 EA | 100.00000 200.00| 50.00000 100.00| 100.00000 200.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0060 636013-001 100.000 EA | 5.00000 500.00| 1.00000 100.00| 1.00000 100.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0065 636014-001 400.000 HR | 50.00000 20000.00| 46.00000 18400.00| 0.01000 4.00 FLAGGER | | | 0070 636025-001 1200.000 DA | 2.00000 2400.00| 0.01000 12.00| 0.01000 12.00 WARNING LIGHTS, TYPE B | | | 0075 638002-001 9.000 EA | 75.00000 675.00| 150.00000 1350.00| 75.00000 675.00 RIGHT OF WAY MARKER | | | 0080 638004-001 1.000 EA | 250.00000 250.00| 150.00000 150.00| 200.00000 200.00 OUTLET MARKER | | | 0085 639001-001 LUMP | 4500.00000 4500.00| 7000.00000 7000.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | 0090 640005-001 6.000 MO | 1000.00000 6000.00| 700.00000 4200.00| 1000.00000 6000.00 MINIMAL FIELD OFFICE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 011 -6 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0431004 COUNTIES : RITCHIE LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0663428 |( 5 ) 55-0731306 |( 6 ) 55-0710073 |MEADOWS STONE & PAVING, INC. |ACCAD CORPORATION |TEAYS RIVER CONSTRUCTION COMP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 642004-001 9.600 LB | 38.00000 364.80| 38.00000 364.80| 38.00000 364.80 SEED MIXTURE, TEMPORARY | | | 0100 642004-003 11.200 LB | 40.00000 448.00| 40.00000 448.00| 40.00000 448.00 SEED MIXTURE, D | | | 0105 642005-001 0.320 TN | 1700.00000 544.00| 2000.00000 640.00| 1700.00000 544.00 MULCH, STRAW OR HAY | | | 0110 642006-001 0.070 TN | 650.00000 45.50| 650.00000 45.50| 650.00000 45.50 FERTILIZER | | | 0115 642010-001 0.160 TN | 150.00000 24.00| 155.00000 24.80| 150.00000 24.00 AGRICULTURAL LIMESTONE | | | 0120 642012-001 1085.000 LF | 3.25000 3526.25| 4.00000 4340.00| 3.00000 3255.00 SILT FENCE | | | 0125 642031-001 11.000 EA | 75.00000 825.00| 230.00000 2530.00| 150.00000 1650.00 DITCH CHECK | | | 0130 652001-001 0.160 TN | 150.00000 24.00| 150.00000 24.00| 185.00000 29.60 AGRICULTURAL LIMESTONE | | | 0135 652002-001 0.080 TN | 650.00000 52.00| 700.00000 56.00| 800.00000 64.00 FERTILIZER, 10-20-10 | | | 0140 652003-002 11.200 LB | 40.00000 448.00| 45.00000 504.00| 50.00000 560.00 SEED MIXTURE, D | | | 0145 652004-001 0.320 TN | 1800.00000 576.00| 2000.00000 640.00| 2200.00000 704.00 STRAW OR HAY MULCH | | | 0150 401001-001 AA1 132.000 TN | 130.00000 17160.00| 135.00000 17820.00| 160.00000 21120.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0155 401001-002 AA2 127.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0160 401002-001 BB1 68.000 TN | 130.00000 8840.00| 135.00000 9180.00| 160.00000 10880.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE I | | | 0165 401002-002 BB2 64.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE I | | | SECTION TOTALS | $ 187,966.60| $ 197,666.60| $ 211,249.03 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #10850 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 011 -7 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0431004 COUNTIES : RITCHIE LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0663428 |( 5 ) 55-0731306 |( 6 ) 55-0710073 |MEADOWS STONE & PAVING, INC. |ACCAD CORPORATION |TEAYS RIVER CONSTRUCTION COMP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0170 203001-000 LUMP | 7000.00000 7000.00| 15000.00000 15000.00| 10000.00000 10000.00 DISMANTLING STRUCTURE | | | 0175 212001-000 302.000 CY | 20.00000 6040.00| 25.00000 7550.00| 40.00000 12080.00 STRUCTURE EXCAVATION | | | 0180 212005-000 26.000 CY | 125.00000 3250.00| 105.00000 2730.00| 85.00000 2210.00 SELECT MATERIAL FOR BACKFILLING | | | 0185 218006-000 77.000 CY | 80.00000 6160.00| 85.00000 6545.00| 80.00000 6160.00 FOUNDATION PROTECTION | | | 0190 601002-001 149.000 CY | 600.00000 89400.00| 650.00000 96850.00| 550.00000 81950.00 CLASS B CONCRETE | | | 0195 602001-001 10022.000 LB | 1.60000 16035.20| 1.60000 16035.20| 1.60000 16035.20 REINFORCING STEEL BAR | | | 0200 602002-001 1822.000 LB | 1.85000 3370.70| 2.35000 4281.70| 1.80000 3279.60 EPOXY COATED REINFORCING STEEL BAR | | | 0205 603016-024 592.000 LF | 294.00000 174048.00| 300.00000 177600.00| 312.50000 185000.00 33X36 INCH PRESTRESSED CONCRETE BOX BEA | | | 0210 639001-001 LUMP | 8500.00000 8500.00| 7000.00000 7000.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 313,803.90| $ 333,591.90| $ 321,714.80 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 501,770.50| $ 531,258.50| $ 532,963.83 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 011 -8 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0431004 COUNTIES : RITCHIE LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0756636 |( 8 ) 34-1199322 |( 9 ) 55-0484695 |JIM CONSTRUCTION, INC. |VELOTTA COMPANY, THE |PAULS CONCRETE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN & PAVE | | | 0005 201001-000 1.000 LS | 22500.00000 22500.00| 19045.00000 19045.00| 20000.00000 20000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 11500.00000 11500.00| 75000.00000 75000.00| 31250.00000 31250.00 MOBILIZATION | | | 0015 207001-001 419.000 CY | 21.75000 9113.25| 33.00000 13827.00| 20.00000 8380.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 263.000 CY | 71.50000 18804.50| 96.00000 25248.00| 75.00000 19725.00 SUBGRADE | | | 0025 207034-000 1626.000 SY | 1.55000 2520.30| 2.75000 4471.50| 2.00000 3252.00 FABRIC FOR SEPARATION | | | 0030 211001-000 443.000 CY | 53.85000 23855.55| 45.00000 19935.00| 25.00000 11075.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 307001-000 248.000 CY | 67.50000 16740.00| 91.00000 22568.00| 75.00000 18600.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0040 607001-001 412.500 LF | 34.50000 14231.25| 20.98000 8654.25| 20.00000 8250.00 TYPE 1 GUARDRAIL, CLASS III | | | 0045 607066-001 4.000 EA | 1725.00000 6900.00| 1750.00000 7000.00| 1744.00000 6976.00 TANGENT END TERMINAL | | | 0050 636011-001 6300.000 UN | 1.50000 9450.00| 1.30000 8190.00| 1.10000 6930.00 TRAFFIC CONTROL DEVICE | | | 0055 636012-010 2.000 EA | 520.00000 1040.00| 450.00000 900.00| 500.00000 1000.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0060 636013-001 100.000 EA | 5.20000 520.00| 4.50000 450.00| 5.00000 500.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0065 636014-001 400.000 HR | 63.50000 25400.00| 40.00000 16000.00| 55.00000 22000.00 FLAGGER | | | 0070 636025-001 1200.000 DA | 1.78000 2136.00| 1.55000 1860.00| 1.25000 1500.00 WARNING LIGHTS, TYPE B | | | 0075 638002-001 9.000 EA | 126.00000 1134.00| 140.00000 1260.00| 110.00000 990.00 RIGHT OF WAY MARKER | | | 0080 638004-001 1.000 EA | 175.00000 175.00| 200.00000 200.00| 250.00000 250.00 OUTLET MARKER | | | 0085 639001-001 LUMP | 7200.00000 7200.00| 5000.00000 5000.00| 7500.00000 7500.00 CONSTRUCTION LAYOUT STAKE | | | 0090 640005-001 6.000 MO | 1050.00000 6300.00| 1700.00000 10200.00| 1250.00000 7500.00 MINIMAL FIELD OFFICE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 011 -9 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0431004 COUNTIES : RITCHIE LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0756636 |( 8 ) 34-1199322 |( 9 ) 55-0484695 |JIM CONSTRUCTION, INC. |VELOTTA COMPANY, THE |PAULS CONCRETE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 642004-001 9.600 LB | 57.00000 547.20| 38.00000 364.80| 20.00000 192.00 SEED MIXTURE, TEMPORARY | | | 0100 642004-003 11.200 LB | 57.00000 638.40| 40.00000 448.00| 30.00000 336.00 SEED MIXTURE, D | | | 0105 642005-001 0.320 TN | 2900.00000 928.00| 1700.00000 544.00| 1500.00000 480.00 MULCH, STRAW OR HAY | | | 0110 642006-001 0.070 TN | 5775.00000 404.25| 650.00000 45.50| 2500.00000 175.00 FERTILIZER | | | 0115 642010-001 0.160 TN | 590.00000 94.40| 150.00000 24.00| 500.00000 80.00 AGRICULTURAL LIMESTONE | | | 0120 642012-001 1085.000 LF | 5.00000 5425.00| 3.75000 4068.75| 5.00000 5425.00 SILT FENCE | | | 0125 642031-001 11.000 EA | 150.00000 1650.00| 135.00000 1485.00| 150.00000 1650.00 DITCH CHECK | | | 0130 652001-001 0.160 TN | 590.00000 94.40| 150.00000 24.00| 500.00000 80.00 AGRICULTURAL LIMESTONE | | | 0135 652002-001 0.080 TN | 5775.00000 462.00| 650.00000 52.00| 2500.00000 200.00 FERTILIZER, 10-20-10 | | | 0140 652003-002 11.200 LB | 58.00000 649.60| 40.00000 448.00| 30.00000 336.00 SEED MIXTURE, D | | | 0145 652004-001 0.320 TN | 1750.00000 560.00| 1800.00000 576.00| 1500.00000 480.00 STRAW OR HAY MULCH | | | 0150 401001-001 AA1 132.000 TN | 150.00000 19800.00| 103.57000 13671.24| 130.00000 17160.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0155 401001-002 AA2 127.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0160 401002-001 BB1 68.000 TN | 150.00000 10200.00| 184.72000 12560.96| 130.00000 8840.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE I | | | 0165 401002-002 BB2 64.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE I | | | SECTION TOTALS | $ 220,973.10| $ 274,121.00| $ 211,112.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #10850 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 011 -10 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0431004 COUNTIES : RITCHIE LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0756636 |( 8 ) 34-1199322 |( 9 ) 55-0484695 |JIM CONSTRUCTION, INC. |VELOTTA COMPANY, THE |PAULS CONCRETE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0170 203001-000 LUMP | 5000.00000 5000.00| 16000.00000 16000.00| 30000.00000 30000.00 DISMANTLING STRUCTURE | | | 0175 212001-000 302.000 CY | 50.50000 15251.00| 90.00000 27180.00| 100.00000 30200.00 STRUCTURE EXCAVATION | | | 0180 212005-000 26.000 CY | 102.50000 2665.00| 160.00000 4160.00| 200.00000 5200.00 SELECT MATERIAL FOR BACKFILLING | | | 0185 218006-000 77.000 CY | 110.00000 8470.00| 97.00000 7469.00| 100.00000 7700.00 FOUNDATION PROTECTION | | | 0190 601002-001 149.000 CY | 625.00000 93125.00| 650.00000 96850.00| 850.00000 126650.00 CLASS B CONCRETE | | | 0195 602001-001 10022.000 LB | 1.45000 14531.90| 1.25000 12527.50| 2.50000 25055.00 REINFORCING STEEL BAR | | | 0200 602002-001 1822.000 LB | 2.70000 4919.40| 1.35000 2459.70| 2.50000 4555.00 EPOXY COATED REINFORCING STEEL BAR | | | 0205 603016-024 592.000 LF | 335.00000 198320.00| 296.00000 175232.00| 300.00000 177600.00 33X36 INCH PRESTRESSED CONCRETE BOX BEA | | | 0210 639001-001 LUMP | 5750.00000 5750.00| 5000.00000 5000.00| 7500.00000 7500.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 348,032.30| $ 346,878.20| $ 414,460.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 569,005.40| $ 620,999.20| $ 625,572.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 012 -1 VENDOR RANKING CALL ORDER : 012 CONTRACT ID : 1101129 COUNTIES : WYOMING LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : HUFF CREEK BRIDGE NO.4 PROJECT(S) : E355-0008/00-003.29 00 FEMA 1918 000 000 LOCATION: 0.01 MI. WEST OF COUNTY ROUTE 8/4 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0778477 HOKE BROTHERS CONTRACTING, INC. $ 41,524.75 100.0000% 2 27-0738567 R.K. CONSTRUCTION, INC. $ 64,998.97 156.5307% 3 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 74,965.35 180.5317% 4 55-0756636 JIM CONSTRUCTION, INC. $ 95,839.75 230.8015% 5 55-0731306 ACCAD CORPORATION $ 100,243.00 241.4054% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 012 -2 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 1101129 COUNTIES : WYOMING LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0778477 |( 2 ) 27-0738567 |( 3 ) 55-0710073 |HOKE BROTHERS CONTRACTING, I |R.K. CONSTRUCTION, INC. |TEAYS RIVER CONSTRUCTION COMP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 REPAIR SCOUR DAMAGE | | | 0005 204001-000 LUMP | 2000.00000 2000.00| 12359.00000 12359.00| 43000.00000 43000.00 MOBILIZATION | | | 0010 218006-000 21.000 CY | 100.00000 2100.00| 323.08000 6784.68| 145.00000 3045.00 FOUNDATION PROTECTION | | | 0015 601002-001 26.000 CY | 1225.00000 31850.00| 1115.96000 29014.96| 925.00000 24050.00 CLASS B CONCRETE | | | 0020 602002-001 1896.000 LB | 2.50000 4740.00| 2.53000 4796.88| 2.35000 4455.60 EPOXY COATED REINFORCING STEEL BAR | | | 0025 636011-001 3415.000 UN | 0.01000 34.15| 2.39000 8161.85| 0.01000 34.15 TRAFFIC CONTROL DEVICE | | | 0030 636014-001 60.000 HR | 0.01000 0.60| 60.00000 3600.00| 0.01000 0.60 FLAGGER | | | 0035 642012-001 80.000 LF | 10.00000 800.00| 3.52000 281.60| 4.75000 380.00 SILT FENCE | | | SECTION TOTALS | $ 41,524.75| $ 64,998.97| $ 74,965.35 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 41,524.75| $ 64,998.97| $ 74,965.35 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 012 -3 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 1101129 COUNTIES : WYOMING LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0756636 |( 5 ) 55-0731306 |( ) |JIM CONSTRUCTION, INC. |ACCAD CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 REPAIR SCOUR DAMAGE | | | 0005 204001-000 LUMP | 9000.00000 9000.00| 33700.00000 33700.00| MOBILIZATION | | | 0010 218006-000 21.000 CY | 220.00000 4620.00| 450.00000 9450.00| FOUNDATION PROTECTION | | | 0015 601002-001 26.000 CY | 2500.00000 65000.00| 1335.00000 34710.00| CLASS B CONCRETE | | | 0020 602002-001 1896.000 LB | 4.25000 8058.00| 8.00000 15168.00| EPOXY COATED REINFORCING STEEL BAR | | | 0025 636011-001 3415.000 UN | 1.45000 4951.75| 1.00000 3415.00| TRAFFIC CONTROL DEVICE | | | 0030 636014-001 60.000 HR | 63.50000 3810.00| 50.00000 3000.00| FLAGGER | | | 0035 642012-001 80.000 LF | 5.00000 400.00| 10.00000 800.00| SILT FENCE | | | SECTION TOTALS | $ 95,839.75| $ 100,243.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 95,839.75| $ 100,243.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 013 -1 VENDOR RANKING CALL ORDER : 013 CONTRACT ID : 1101128 COUNTIES : WYOMING LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : BUFFALO CREEK BRIDGE PROJECT(S) : E355-0008/01-000.01 00 FEMA 1918 000 000 LOCATION: 0.01 MI. SOUTH OF COUNTY ROUTE 8 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0778477 HOKE BROTHERS CONTRACTING, INC. $ 38,692.15 100.0000% 2 27-0738567 R.K. CONSTRUCTION, INC. $ 44,999.50 116.3014% 3 55-0731306 ACCAD CORPORATION $ 58,765.00 151.8784% 4 55-0756636 JIM CONSTRUCTION, INC. $ 58,890.85 152.2036% 5 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 60,269.65 155.7671% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 013 -2 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 1101128 COUNTIES : WYOMING LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0778477 |( 2 ) 27-0738567 |( 3 ) 55-0731306 |HOKE BROTHERS CONTRACTING, I |R.K. CONSTRUCTION, INC. |ACCAD CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 REPAIR SCOUR DAMAGE | | | 0005 204001-000 LUMP | 18000.00000 18000.00| 15674.80000 15674.80| 25000.00000 25000.00 MOBILIZATION | | | 0010 218006-000 10.000 CY | 200.00000 2000.00| 362.67000 3626.70| 500.00000 5000.00 FOUNDATION PROTECTION | | | 0015 601002-001 10.000 CY | 1600.00000 16000.00| 1276.35000 12763.50| 1600.00000 16000.00 CLASS B CONCRETE | | | 0020 602002-001 645.000 LB | 3.50000 2257.50| 2.53000 1631.85| 10.00000 6450.00 EPOXY COATED REINFORCING STEEL BAR | | | 0025 636011-001 3415.000 UN | 0.01000 34.15| 2.39000 8161.85| 1.00000 3415.00 TRAFFIC CONTROL DEVICE | | | 0030 636014-001 50.000 HR | 0.01000 0.50| 60.00000 3000.00| 50.00000 2500.00 FLAGGER | | | 0035 642012-001 40.000 LF | 10.00000 400.00| 3.52000 140.80| 10.00000 400.00 SILT FENCE | | | SECTION TOTALS | $ 38,692.15| $ 44,999.50| $ 58,765.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 38,692.15| $ 44,999.50| $ 58,765.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 013 -3 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 1101128 COUNTIES : WYOMING LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0756636 |( 5 ) 55-0710073 |( ) |JIM CONSTRUCTION, INC. |TEAYS RIVER CONSTRUCTION COM | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 REPAIR SCOUR DAMAGE | | | 0005 204001-000 LUMP | 8500.00000 8500.00| 43500.00000 43500.00| MOBILIZATION | | | 0010 218006-000 10.000 CY | 335.00000 3350.00| 150.00000 1500.00| FOUNDATION PROTECTION | | | 0015 601002-001 10.000 CY | 3560.00000 35600.00| 1310.00000 13100.00| CLASS B CONCRETE | | | 0020 602002-001 645.000 LB | 4.85000 3128.25| 3.00000 1935.00| EPOXY COATED REINFORCING STEEL BAR | | | 0025 636011-001 3415.000 UN | 1.44000 4917.60| 0.01000 34.15| TRAFFIC CONTROL DEVICE | | | 0030 636014-001 50.000 HR | 63.50000 3175.00| 0.01000 0.50| FLAGGER | | | 0035 642012-001 40.000 LF | 5.50000 220.00| 5.00000 200.00| SILT FENCE | | | SECTION TOTALS | $ 58,890.85| $ 60,269.65| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 58,890.85| $ 60,269.65| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 015 -1 VENDOR RANKING CALL ORDER : 015 CONTRACT ID : 1101132R1 COUNTIES : FAYETTE LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 09 CONTRACT DESCRIPTION : C & P KEVIN RITCHIE MEMORIAL BRIDGE NB (2721) PROJECT(S) : S310-0019/00-026.13 00 00BR 0019 364 D00 LOCATION: 0.60 MILE N OF CR 24/9 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 25-1223856 MANGANAS ENTERPRISES INC. $ 1,872,150.00 69.7315% 2 59-3682914 SEMINOLE EQUIPMENT, INC. $ 2,684,800.00 100.0000% 3 20-2046316 TARPON INDUSTRIAL, INC. $ 2,697,710.00 100.4809% 4 20-8027466 FORTUNE PACIFIC CORP $ 2,885,000.00 107.4568% 5 34-1564476 NORTH STAR PAINTING COMPANY, INC. $ 3,110,600.00 115.8597% 6 59-3105837 V.H.P. ENTERPRISES, INC. $ 3,432,640.00 127.8546% 7 68-0607827 SPARTAN CONTRACTING, LLC $ 3,475,000.00 129.4324% 8 59-3030434 OLYMPUS PAINTING CONTRACTORS, INC. $ 3,898,300.50 145.1989% 9 52-2148625 BLASTECH ENTERPRISES, INC. $ 4,123,000.00 153.5682% 10 34-1822083 VIMAS PAINTING COMPANY, INC. $ 4,322,250.00 160.9896% 11 52-2084089 GEMSTONE LLC $ 4,571,700.00 170.2808% 12 25-1366857 HERCULES PAINTING COMPANY, INC. $ 5,340,180.00 198.9042% 13 16-1239651 ATLAS PAINTING & SHEETING CORP. $ 5,470,000.00 203.7396% 14 84-1671014 APBN, INC. $ 5,652,680.00 210.5438% 15 25-1625559 ODYSSEY CONTRACTING CORPORATION $ 8,234,200.00 306.6970% 16 59-2361020 M&J CONSTRUCTION COMPANY OF PINELLAS COUNTY INC $ 8,662,868.00 322.6634% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 015 -2 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 1101132R1 COUNTIES : FAYETTE LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 09 SET-ASIDE : Standard ==================================================================================================================================== |( 1 ) 25-1223856 |( 2 ) 59-3682914 |( 3 ) 20-2046316 |MANGANAS ENTERPRISES INC. |SEMINOLE EQUIPMENT, INC. |TARPON INDUSTRIAL, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADWAY F000 | | | 0005 204001-000 LUMP | 100000.00000 100000.00| 100000.00000 100000.00| 1800.00000 1800.00 MOBILIZATION | | | 0010 636011-001 7900.000 UN | 1.00000 7900.00| 1.00000 7900.00| 1.00000 7900.00 TRAFFIC CONTROL DEVICE | | | 0015 636014-001 100.000 HR | 10.00000 1000.00| 10.00000 1000.00| 5.00000 500.00 FLAGGER | | | 0020 636014-002 600.000 HR | 10.00000 6000.00| 10.00000 6000.00| 5.00000 3000.00 TRAFFIC DIRECTOR | | | 0025 636021-001 60.000 DA | 15.00000 900.00| 5.00000 300.00| 16.00000 960.00 ELECTRIC ARROW | | | 0030 636022-001 70.000 DA | 50.00000 3500.00| 10.00000 700.00| 55.00000 3850.00 CHANGEABLE MESSAGE SIGN | | | 0035 636025-001 600.000 DA | 1.25000 750.00| 1.00000 600.00| 2.00000 1200.00 WARNING LIGHTS, TYPE B | | | 0040 636028-001 60.000 DA | 100.00000 6000.00| 50.00000 3000.00| 90.00000 5400.00 SHADOW VEHICLE | | | 0045 636030-001 60.000 DA | 35.00000 2100.00| 5.00000 300.00| 35.00000 2100.00 SPEED MONITORING TRAILER | | | SECTION TOTALS | $ 128,150.00| $ 119,800.00| $ 26,710.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #2721 | | | 0050 688002-001 LUMP | 872000.00000 872000.00| 2365000.00000 2365000.00| 2300000.00000 2300000.00 CLEAN AND PAINT EXISTING STEEL BRIDGE | | | COATED WITH LEAD BASE PAINT | | | 0055 688003-001 LUMP | 872000.00000 872000.00| 200000.00000 200000.00| 371000.00000 371000.00 CONTAINMENT AND DISPOSAL OF SPENT | | | MATERIAL | | | SECTION TOTALS | $ 1,744,000.00| $ 2,565,000.00| $ 2,671,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,872,150.00| $ 2,684,800.00| $ 2,697,710.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 015 -3 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 1101132R1 COUNTIES : FAYETTE LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 09 SET-ASIDE : Standard ==================================================================================================================================== |( 4 ) 20-8027466 |( 5 ) 34-1564476 |( 6 ) 59-3105837 |FORTUNE PACIFIC CORP |NORTH STAR PAINTING COMPANY, |V.H.P. ENTERPRISES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADWAY F000 | | | 0005 204001-000 LUMP | 280000.00000 280000.00| 100000.00000 100000.00| 150000.00000 150000.00 MOBILIZATION | | | 0010 636011-001 7900.000 UN | 1.00000 7900.00| 1.00000 7900.00| 3.00000 23700.00 TRAFFIC CONTROL DEVICE | | | 0015 636014-001 100.000 HR | 10.00000 1000.00| 20.00000 2000.00| 30.00000 3000.00 FLAGGER | | | 0020 636014-002 600.000 HR | 5.00000 3000.00| 30.00000 18000.00| 15.00000 9000.00 TRAFFIC DIRECTOR | | | 0025 636021-001 60.000 DA | 10.00000 600.00| 10.00000 600.00| 5.00000 300.00 ELECTRIC ARROW | | | 0030 636022-001 70.000 DA | 10.00000 700.00| 40.00000 2800.00| 5.00000 350.00 CHANGEABLE MESSAGE SIGN | | | 0035 636025-001 600.000 DA | 1.00000 600.00| 2.00000 1200.00| 5.00000 3000.00 WARNING LIGHTS, TYPE B | | | 0040 636028-001 60.000 DA | 10.00000 600.00| 100.00000 6000.00| 100.00000 6000.00 SHADOW VEHICLE | | | 0045 636030-001 60.000 DA | 10.00000 600.00| 35.00000 2100.00| 100.00000 6000.00 SPEED MONITORING TRAILER | | | SECTION TOTALS | $ 295,000.00| $ 140,600.00| $ 201,350.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #2721 | | | 0050 688002-001 LUMP | 2505000.00000 2505000.00| 2670000.00000 2670000.00| 3226290.00000 3226290.00 CLEAN AND PAINT EXISTING STEEL BRIDGE | | | COATED WITH LEAD BASE PAINT | | | 0055 688003-001 LUMP | 85000.00000 85000.00| 300000.00000 300000.00| 5000.00000 5000.00 CONTAINMENT AND DISPOSAL OF SPENT | | | MATERIAL | | | SECTION TOTALS | $ 2,590,000.00| $ 2,970,000.00| $ 3,231,290.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,885,000.00| $ 3,110,600.00| $ 3,432,640.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 015 -4 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 1101132R1 COUNTIES : FAYETTE LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 09 SET-ASIDE : Standard ==================================================================================================================================== |( 7 ) 68-0607827 |( 8 ) 59-3030434 |( 9 ) 52-2148625 |SPARTAN CONTRACTING, LLC |OLYMPUS PAINTING CONTRACTORS |BLASTECH ENTERPRISES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADWAY F000 | | | 0005 204001-000 LUMP | 125000.00000 125000.00| 125000.00000 125000.00| 400000.00000 400000.00 MOBILIZATION | | | 0010 636011-001 7900.000 UN | 1.00000 7900.00| 0.10000 790.00| 0.10000 790.00 TRAFFIC CONTROL DEVICE | | | 0015 636014-001 100.000 HR | 1.00000 100.00| 20.00000 2000.00| 10.00000 1000.00 FLAGGER | | | 0020 636014-002 600.000 HR | 1.00000 600.00| 20.00000 12000.00| 10.00000 6000.00 TRAFFIC DIRECTOR | | | 0025 636021-001 60.000 DA | 17.00000 1020.00| 10.00000 600.00| 1.00000 60.00 ELECTRIC ARROW | | | 0030 636022-001 70.000 DA | 56.00000 3920.00| 10.00000 700.00| 5.00000 350.00 CHANGEABLE MESSAGE SIGN | | | 0035 636025-001 600.000 DA | 2.00000 1200.00| 0.10000 60.00| 0.50000 300.00 WARNING LIGHTS, TYPE B | | | 0040 636028-001 60.000 DA | 100.00000 6000.00| 10.00000 600.00| 50.00000 3000.00 SHADOW VEHICLE | | | 0045 636030-001 60.000 DA | 35.00000 2100.00| 5.00000 300.00| 25.00000 1500.00 SPEED MONITORING TRAILER | | | SECTION TOTALS | $ 147,840.00| $ 142,050.00| $ 413,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #2721 | | | 0050 688002-001 LUMP | 2727160.00000 2727160.00| 1690478.00000 1690478.00| 3010000.00000 3010000.00 CLEAN AND PAINT EXISTING STEEL BRIDGE | | | COATED WITH LEAD BASE PAINT | | | 0055 688003-001 LUMP | 600000.00000 600000.00| 2065772.50000 2065772.50| 700000.00000 700000.00 CONTAINMENT AND DISPOSAL OF SPENT | | | MATERIAL | | | SECTION TOTALS | $ 3,327,160.00| $ 3,756,250.50| $ 3,710,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,475,000.00| $ 3,898,300.50| $ 4,123,000.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 015 -5 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 1101132R1 COUNTIES : FAYETTE LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 09 SET-ASIDE : Standard ==================================================================================================================================== |( 10 ) 34-1822083 |( 11 ) 52-2084089 |( 12 ) 25-1366857 |VIMAS PAINTING COMPANY, INC. |GEMSTONE LLC |HERCULES PAINTING COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADWAY F000 | | | 0005 204001-000 LUMP | 50000.00000 50000.00| 100000.00000 100000.00| 280000.00000 280000.00 MOBILIZATION | | | 0010 636011-001 7900.000 UN | 1.00000 7900.00| 1.00000 7900.00| 1.20000 9480.00 TRAFFIC CONTROL DEVICE | | | 0015 636014-001 100.000 HR | 1.00000 100.00| 40.00000 4000.00| 30.00000 3000.00 FLAGGER | | | 0020 636014-002 600.000 HR | 10.00000 6000.00| 60.00000 36000.00| 40.00000 24000.00 TRAFFIC DIRECTOR | | | 0025 636021-001 60.000 DA | 15.00000 900.00| 60.00000 3600.00| 15.00000 900.00 ELECTRIC ARROW | | | 0030 636022-001 70.000 DA | 50.00000 3500.00| 100.00000 7000.00| 50.00000 3500.00 CHANGEABLE MESSAGE SIGN | | | 0035 636025-001 600.000 DA | 1.25000 750.00| 1.00000 600.00| 3.00000 1800.00 WARNING LIGHTS, TYPE B | | | 0040 636028-001 60.000 DA | 100.00000 6000.00| 150.00000 9000.00| 180.00000 10800.00 SHADOW VEHICLE | | | 0045 636030-001 60.000 DA | 35.00000 2100.00| 60.00000 3600.00| 45.00000 2700.00 SPEED MONITORING TRAILER | | | SECTION TOTALS | $ 77,250.00| $ 171,700.00| $ 336,180.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #2721 | | | 0050 688002-001 LUMP | 2745000.00000 2745000.00| 3300000.00000 3300000.00| 3000000.00000 3000000.00 CLEAN AND PAINT EXISTING STEEL BRIDGE | | | COATED WITH LEAD BASE PAINT | | | 0055 688003-001 LUMP | 1500000.00000 1500000.00| 1100000.00000 1100000.00| 2004000.00000 2004000.00 CONTAINMENT AND DISPOSAL OF SPENT | | | MATERIAL | | | SECTION TOTALS | $ 4,245,000.00| $ 4,400,000.00| $ 5,004,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,322,250.00| $ 4,571,700.00| $ 5,340,180.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 015 -6 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 1101132R1 COUNTIES : FAYETTE LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 09 SET-ASIDE : Standard ==================================================================================================================================== |( 13 ) 16-1239651 |( 14 ) 84-1671014 |( 15 ) 25-1625559 |ATLAS PAINTING & SHEETING CO |APBN, INC. |ODYSSEY CONTRACTING CORPORATI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADWAY F000 | | | 0005 204001-000 LUMP | 250000.00000 250000.00| 30000.00000 30000.00| 394000.00000 394000.00 MOBILIZATION | | | 0010 636011-001 7900.000 UN | 1.00000 7900.00| 1.00000 7900.00| 3.00000 23700.00 TRAFFIC CONTROL DEVICE | | | 0015 636014-001 100.000 HR | 30.00000 3000.00| 25.00000 2500.00| 30.00000 3000.00 FLAGGER | | | 0020 636014-002 600.000 HR | 35.00000 21000.00| 25.00000 15000.00| 45.00000 27000.00 TRAFFIC DIRECTOR | | | 0025 636021-001 60.000 DA | 25.00000 1500.00| 10.00000 600.00| 20.00000 1200.00 ELECTRIC ARROW | | | 0030 636022-001 70.000 DA | 25.00000 1750.00| 40.00000 2800.00| 50.00000 3500.00 CHANGEABLE MESSAGE SIGN | | | 0035 636025-001 600.000 DA | 1.00000 600.00| 2.00000 1200.00| 3.00000 1800.00 WARNING LIGHTS, TYPE B | | | 0040 636028-001 60.000 DA | 25.00000 1500.00| 100.00000 6000.00| 150.00000 9000.00 SHADOW VEHICLE | | | 0045 636030-001 60.000 DA | 25.00000 1500.00| 35.00000 2100.00| 50.00000 3000.00 SPEED MONITORING TRAILER | | | SECTION TOTALS | $ 288,750.00| $ 68,100.00| $ 466,200.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #2721 | | | 0050 688002-001 LUMP | 3000000.00000 3000000.00| 5564580.00000 5564580.00| 3786000.00000 3786000.00 CLEAN AND PAINT EXISTING STEEL BRIDGE | | | COATED WITH LEAD BASE PAINT | | | 0055 688003-001 LUMP | 2181250.00000 2181250.00| 20000.00000 20000.00| 3982000.00000 3982000.00 CONTAINMENT AND DISPOSAL OF SPENT | | | MATERIAL | | | SECTION TOTALS | $ 5,181,250.00| $ 5,584,580.00| $ 7,768,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 5,470,000.00| $ 5,652,680.00| $ 8,234,200.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 015 -7 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 1101132R1 COUNTIES : FAYETTE LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 09 SET-ASIDE : Standard ==================================================================================================================================== |( 16 ) 59-2361020 |( ) |( ) |M&J CONSTRUCTION COMPANY OF | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADWAY F000 | | | 0005 204001-000 LUMP | 400000.00000 400000.00| | MOBILIZATION | | | 0010 636011-001 7900.000 UN | 1.20000 9480.00| | TRAFFIC CONTROL DEVICE | | | 0015 636014-001 100.000 HR | 55.00000 5500.00| | FLAGGER | | | 0020 636014-002 600.000 HR | 70.00000 42000.00| | TRAFFIC DIRECTOR | | | 0025 636021-001 60.000 DA | 19.20000 1152.00| | ELECTRIC ARROW | | | 0030 636022-001 70.000 DA | 66.00000 4620.00| | CHANGEABLE MESSAGE SIGN | | | 0035 636025-001 600.000 DA | 1.86000 1116.00| | WARNING LIGHTS, TYPE B | | | 0040 636028-001 60.000 DA | 108.00000 6480.00| | SHADOW VEHICLE | | | 0045 636030-001 60.000 DA | 42.00000 2520.00| | SPEED MONITORING TRAILER | | | SECTION TOTALS | $ 472,868.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #2721 | | | 0050 688002-001 LUMP | 6490000.00000 6490000.00| | CLEAN AND PAINT EXISTING STEEL BRIDGE | | | COATED WITH LEAD BASE PAINT | | | 0055 688003-001 LUMP | 1700000.00000 1700000.00| | CONTAINMENT AND DISPOSAL OF SPENT | | | MATERIAL | | | SECTION TOTALS | $ 8,190,000.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 8,662,868.00| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 017 -1 VENDOR RANKING CALL ORDER : 017 CONTRACT ID : 0905640R1 COUNTIES : BERKELEY LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : RALEIGH STREET EXTENSION PROJECT(S) : X302-0009/56-000.00 02 0TIP 0956 007 000 LOCATION: RAL/RACE I/S - 0.1 M S RELC TAVERN ROAD ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 31-1023518 KOKOSING CONSTRUCTION COMPANY, INC. $ 9,987,110.97 100.0000% 2 55-0345840 VECELLIO & GROGAN, INC. $ 10,926,577.15 109.4068% 3 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 11,163,350.73 111.7776% 4 62-1345425 BILCO CONSTRUCTION CO., INC. $ 11,680,165.00 116.9524% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 017 -2 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0905640R1 COUNTIES : BERKELEY LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1023518 |( 2 ) 55-0345840 |( 3 ) 55-0487806 |KOKOSING CONSTRUCTION COMPAN |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, 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 | 24750.00000 24750.00| 175000.00000 175000.00| 450000.00000 450000.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 5200.00000 5200.00| 5500.00000 5500.00| 6000.00000 6000.00 BUILDING DEMOLITION NUMBER, 1/1 | | | 0015 202001-000 1.000 LS | 510.00000 510.00| 1500.00000 1500.00| 790.00000 790.00 BUILDING DEMOLITION NUMBER, 5/1 | | | 0020 202001-000 1.000 LS | 510.00000 510.00| 1500.00000 1500.00| 790.00000 790.00 BUILDING DEMOLITION NUMBER, 5/2 | | | 0025 202001-000 1.000 LS | 1.00000 1.00| 2500.00000 2500.00| 0.01000 0.01 BUILDING DEMOLITION NUMBER, 9/2-1 | | | 0030 202001-000 1.000 LS | 1.00000 1.00| 2500.00000 2500.00| 0.01000 0.01 BUILDING DEMOLITION NUMBER, 9/2-2 | | | 0035 202003-000 LUMP | 3000.00000 3000.00| 3500.00000 3500.00| 2600.00000 2600.00 SEPTIC TANK ABANDONMENT NUMBER, 5/3 | | | 0040 204001-000 LUMP | 495000.00000 495000.00| 530000.00000 530000.00| 550000.00000 550000.00 MOBILIZATION | | | 0045 207001-001 4177.000 CY | 20.00000 83540.00| 4.75000 19840.75| 11.00000 45947.00 UNCLASSIFIED EXCAVATION | | | 0050 207001-001 450.000 CY | 14.00000 6300.00| 1.25000 562.50| 15.00000 6750.00 UNCLASSIFIED EXCAVATION ,SINKHOLE | | | TREATMENT | | | 0055 207002-000 1915.000 CY | 55.00000 105325.00| 40.00000 76600.00| 34.00000 65110.00 SUBGRADE | | | 0060 207034-000 10296.000 SY | 2.00000 20592.00| 2.25000 23166.00| 1.70000 17503.20 FABRIC FOR SEPARATION | | | 0065 207034-000 674.000 SY | 2.00000 1348.00| 2.25000 1516.50| 2.40000 1617.60 FABRIC FOR SEPARATION ,SINKHOLE | | | TREATMENT | | | 0070 211001-000 106404.000 CY | 10.00000 1064040.00| 12.50000 1330050.00| 10.00000 1064040.00 UNCLASSIFIED BORROW EXCAVATION | | | 0071 211002-000 899.000 CY | 10.00000 8990.00| 7.25000 6517.75| 42.00000 37758.00 ROCK BORROW EXCAVATION ,SINKHOLE | | | TREATMENT | | | 0073 211008-000 404.000 TN | 15.00000 6060.00| 23.75000 9595.00| 30.00000 12120.00 ROCK BORROW EXCAVATION ,CAUSEWAY | | | 0075 211017-001 6066.000 SF | 0.50000 3033.00| 0.75000 4549.50| 3.10000 18804.60 IMPERVIOUS CORE ,SINKHOLE TREATMENT | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 017 -3 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0905640R1 COUNTIES : BERKELEY LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1023518 |( 2 ) 55-0345840 |( 3 ) 55-0487806 |KOKOSING CONSTRUCTION COMPAN |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 307001-000 1915.000 CY | 60.00000 114900.00| 42.25000 80908.75| 49.00000 93835.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0085 408002-001 1606.000 GA | 0.01000 16.06| 0.05000 80.30| 2.70000 4336.20 BITUMINOUS MATERIAL | | | 0090 415005-001 5350.000 SY | 1.05000 5617.50| 3.10000 16585.00| 4.40000 23540.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0095 502001-012 432.000 SY | 450.00000 194400.00| 410.00000 177120.00| 410.00000 177120.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0100 604037-022 204.000 LF | 130.00000 26520.00| 146.50000 29886.00| 190.00000 38760.00 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0105 604054-022 50.000 LF | 760.00000 38000.00| 850.00000 42500.00| 1600.00000 80000.00 30 INCH JACKED CONDUIT, REINFORCED | | | CONCRETE PIPE, CLASS II | | | 0110 605001-001 4.000 EA | 2230.00000 8920.00| 4215.00000 16860.00| 7200.00000 28800.00 TYPE A MANHOLE | | | 0115 605004-001 27.000 EA | 1700.00000 45900.00| 2775.00000 74925.00| 2600.00000 70200.00 TYPE B INLET | | | 0120 605008-001 6.000 EA | 2550.00000 15300.00| 2775.00000 16650.00| 6300.00000 37800.00 TYPE F INLET | | | 0125 605009-001 3.000 EA | 1820.00000 5460.00| 2440.00000 7320.00| 3500.00000 10500.00 TYPE G INLET | | | 0130 605012-001 3.000 EA | 150.00000 450.00| 2775.00000 8325.00| 1700.00000 5100.00 ADJUST INLET TYPE, EXISTING | | | 0135 606029-001 4042.000 LF | 12.00000 48504.00| 13.85000 55981.70| 11.00000 44462.00 FREE DRAINING BASE TRENCH | | | 0140 606030-001 306.000 LF | 40.00000 12240.00| 16.75000 5125.50| 28.00000 8568.00 OUTLET PIPE, 6 INCH | | | 0145 607001-001 2800.000 LF | 10.95000 30660.00| 12.25000 34300.00| 12.00000 33600.00 TYPE 1 GUARDRAIL, CLASS II | | | 0150 607006-001 8.000 EA | 1160.00000 9280.00| 1282.00000 10256.00| 1300.00000 10400.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0155 607042-001 1.000 EA | 975.00000 975.00| 1078.00000 1078.00| 1100.00000 1100.00 6 FT STEEL POST | | | 0160 607046-001 2.000 EA | 80.00000 160.00| 88.50000 177.00| 89.00000 178.00 7 INCH ROUND X 6 FT TREATED WOOD POST | | | 0165 608001-002 4910.000 LF | 9.21000 45221.10| 14.50000 71195.00| 12.00000 58920.00 4 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 017 -4 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0905640R1 COUNTIES : BERKELEY LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1023518 |( 2 ) 55-0345840 |( 3 ) 55-0487806 |KOKOSING CONSTRUCTION COMPAN |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0170 609001-001 1155.000 SY | 35.00000 40425.00| 46.75000 53996.25| 63.00000 72765.00 CONCRETE SIDEWALK | | | 0175 609002-001 132.000 CY | 70.00000 9240.00| 111.00000 14652.00| 110.00000 14520.00 BED COURSE MATERIAL | | | 0180 609005-001 1.000 EA | 1100.00000 1100.00| 725.00000 725.00| 1700.00000 1700.00 CURB RAMP | | | 0185 610001-003 148.000 LF | 30.00000 4440.00| 38.00000 5624.00| 89.00000 13172.00 PLAIN CONCRETE CURBING, TYPE III | | | 0190 610003-001 4410.000 LF | 20.00000 88200.00| 32.00000 141120.00| 30.00000 132300.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I | | | 0195 610003-004 246.000 LF | 35.00000 8610.00| 32.00000 7872.00| 57.00000 14022.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE IV | | | 0200 633003-001 55.400 CY | 76.00000 4210.40| 62.00000 3434.80| 140.00000 7756.00 DUMPED ROCK GUTTER | | | 0205 636007-001 2000.000 LF | 0.77000 1540.00| 0.85000 1700.00| 0.83000 1660.00 ERADICATION OF PAVEMENT MARKING | | | 0210 636008-001 1500.000 LF | 0.36000 540.00| 0.40000 600.00| 0.39000 585.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE, WHITE | | | 0215 636008-001 300.000 LF | 0.36000 108.00| 0.40000 120.00| 0.39000 117.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE, YELLOW | | | 0220 636011-001 10180.000 UN | 1.54000 15677.20| 1.15000 11707.00| 1.10000 11198.00 TRAFFIC CONTROL DEVICE | | | 0225 636012-010 2.000 EA | 1020.00000 2040.00| 560.00000 1120.00| 550.00000 1100.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0230 636013-001 100.000 EA | 5.10000 510.00| 5.50000 550.00| 5.50000 550.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0235 636014-001 200.000 HR | 47.00000 9400.00| 56.00000 11200.00| 59.00000 11800.00 FLAGGER | | | 0240 636022-001 600.000 DA | 40.80000 24480.00| 45.00000 27000.00| 44.00000 26400.00 CHANGEABLE MESSAGE SIGN | | | 0245 636025-001 3000.000 DA | 1.96000 5880.00| 1.35000 4050.00| 1.30000 3900.00 WARNING LIGHTS, TYPE B | | | 0250 637001-001 422.000 MG | 60.00000 25320.00| 56.00000 23632.00| 44.00000 18568.00 WATER FOR DUST PALLIATIVE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 017 -5 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0905640R1 COUNTIES : BERKELEY LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1023518 |( 2 ) 55-0345840 |( 3 ) 55-0487806 |KOKOSING CONSTRUCTION COMPAN |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0255 638002-001 46.000 EA | 110.00000 5060.00| 31.50000 1449.00| 32.00000 1472.00 RIGHT OF WAY MARKER | | | 0260 638004-001 4.000 EA | 150.00000 600.00| 275.00000 1100.00| 280.00000 1120.00 OUTLET MARKER | | | 0265 639001-001 LUMP | 30000.00000 30000.00| 50000.00000 50000.00| 48000.00000 48000.00 CONSTRUCTION LAYOUT STAKE | | | 0270 640001-001 24.000 MO | 1000.00000 24000.00| 3000.00000 72000.00| 1300.00000 31200.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0275 640003-001 LUMP | 4000.00000 4000.00| 4000.00000 4000.00| 1800.00000 1800.00 BUILDING EQUIPMENT | | | 0280 642001-001 11718.000 LF | 0.40000 4687.20| 0.05000 585.90| 1.20000 14061.60 TEMPORARY BERM | | | 0285 642002-001 86.000 LF | 20.00000 1720.00| 16.50000 1419.00| 16.00000 1376.00 SLOPE DRAIN | | | 0290 642004-001 390.000 LB | 0.10000 39.00| 1.10000 429.00| 1.10000 429.00 SEED MIXTURE, TEMPORARY | | | 0295 642004-002 195.000 LB | 4.08000 795.60| 5.60000 1092.00| 5.50000 1072.50 SEED MIXTURE, B | | | 0300 642005-001 20.000 TN | 306.00000 6120.00| 335.00000 6700.00| 330.00000 6600.00 MULCH, STRAW OR HAY | | | 0305 642006-001 4.000 TN | 734.40000 2937.60| 840.00000 3360.00| 830.00000 3320.00 FERTILIZER | | | 0307 642008-001 245.000 LF | 25.00000 6125.00| 50.00000 12250.00| 69.00000 16905.00 TEMPORARY PIPE ,CAUSEWAY | | | 0310 642009-001 13800.000 LF | 1.50000 20700.00| 0.05000 690.00| 0.78000 10764.00 CONTOUR DITCH | | | 0315 642010-001 15.000 TN | 25.50000 382.50| 28.00000 420.00| 28.00000 420.00 AGRICULTURAL LIMESTONE | | | 0320 642011-001 100.000 EA | 15.00000 1500.00| 11.00000 1100.00| 4.70000 470.00 HAY OR STRAW BALE | | | 0325 642012-001 13400.000 LF | 3.00000 40200.00| 3.30000 44220.00| 2.80000 37520.00 SILT FENCE | | | 0330 642015-001 250.000 LF | 8.00000 2000.00| 13.25000 3312.50| 10.00000 2500.00 SUPER SILT FENCE | | | 0335 642031-001 49.000 EA | 42.00000 2058.00| 72.00000 3528.00| 100.00000 4900.00 DITCH CHECK | | | 0340 642033-001 460.000 CY | 5.25000 2415.00| 9.00000 4140.00| 21.00000 9660.00 SEDIMENT TRAP | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 017 -6 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0905640R1 COUNTIES : BERKELEY LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1023518 |( 2 ) 55-0345840 |( 3 ) 55-0487806 |KOKOSING CONSTRUCTION COMPAN |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0345 642036-001 1476.000 CY | 0.01000 14.76| 0.05000 73.80| 2.60000 3837.60 SEDIMENT REMOVAL | | | 0350 642040-001 51.000 EA | 80.00000 4080.00| 275.00000 14025.00| 120.00000 6120.00 INLET PROTECTION | | | 0355 642050-001 7.000 EA | 100.00000 700.00| 275.00000 1925.00| 120.00000 840.00 DEWATERING DEVICE | | | 0360 652001-001 14.600 TN | 25.50000 372.30| 28.00000 408.80| 28.00000 408.80 AGRICULTURAL LIMESTONE | | | 0365 652002-001 4.900 TN | 734.40000 3598.56| 725.00000 3552.50| 720.00000 3528.00 FERTILIZER, 10-20-10 | | | 0370 652002-002 1.500 TN | 856.80000 1285.20| 1400.00000 2100.00| 1400.00000 2100.00 FERTILIZER, UREA FORMALDEHYDE | | | 0375 652003-001 195.000 LB | 4.08000 795.60| 4.30000 838.50| 4.30000 838.50 SEED MIXTURES, B, C-1, OR C-2 | | | 0380 652004-001 19.500 TN | 280.50000 5469.75| 390.00000 7605.00| 390.00000 7605.00 STRAW OR HAY MULCH | | | 0385 699000-001 2000.000 HR | 0.80000 1600.00| 0.80000 1600.00| 0.80000 1600.00 ON JOB TRAINING | | | 0390 401001-001 AA1 1937.000 TN | 68.20000 132103.40| 80.00000 154960.00| 69.00000 133653.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0395 401001-002 AA2 1851.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0400 401001-001 BB1 878.000 TN | 72.05000 63259.90| 85.00000 74630.00| 72.00000 63216.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0405 401001-002 BB2 839.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0410 401002-001 CC1 227.000 TN | 100.50000 22813.50| 120.00000 27240.00| 91.00000 20657.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0415 401002-002 CC2 218.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | 0420 402001-001 DD1 738.000 TN | 87.15000 64316.70| 105.00000 77490.00| 100.00000 73800.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 017 -7 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0905640R1 COUNTIES : BERKELEY LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1023518 |( 2 ) 55-0345840 |( 3 ) 55-0487806 |KOKOSING CONSTRUCTION COMPAN |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0425 402001-002 DD2 702.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | 0430 604076-016 EE1 225.000 LF | 78.00000 17550.00| 72.00000 16200.00| 88.00000 19800.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0435 604009-016 EE1 6.000 EA | 200.00000 1200.00| 500.00000 3000.00| 350.00000 2100.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0440 604025-016 EE2 225.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0445 604028-016 EE2 6.000 EA | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0450 604037-016 EE3 225.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0455 604038-016 EE3 6.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0460 604076-016 FF1 1082.000 LF | 78.00000 84396.00| 72.00000 77904.00| 69.00000 74658.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0465 604025-016 FF2 1082.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0470 604037-016 FF3 1082.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0475 604076-020 GG1 91.000 LF | 70.00000 6370.00| 80.00000 7280.00| 110.00000 10010.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0480 604009-020 GG1 1.000 EA | 200.00000 200.00| 555.00000 555.00| 620.00000 620.00 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0485 604025-020 GG2 91.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 017 -8 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0905640R1 COUNTIES : BERKELEY LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1023518 |( 2 ) 55-0345840 |( 3 ) 55-0487806 |KOKOSING CONSTRUCTION COMPAN |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0490 604028-020 GG2 1.000 EA | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0495 604037-020 GG3 91.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0500 604038-020 GG3 1.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0505 604076-020 HH1 257.000 LF | 82.00000 21074.00| 80.00000 20560.00| 110.00000 28270.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0510 604025-020 HH2 257.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0515 604037-020 HH3 257.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0520 604076-022 JJ1 171.000 LF | 92.00000 15732.00| 120.00000 20520.00| 150.00000 25650.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0525 604009-022 JJ1 1.000 EA | 300.00000 300.00| 900.00000 900.00| 480.00000 480.00 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0530 604025-022 JJ2 171.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0535 604028-022 JJ2 1.000 EA | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0540 604037-022 JJ3 171.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0545 604038-022 JJ3 1.000 EA | | | 30 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0550 604076-022 KK1 866.000 LF | 92.00000 79672.00| 115.50000 100023.00| 140.00000 121240.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 017 -9 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0905640R1 COUNTIES : BERKELEY LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1023518 |( 2 ) 55-0345840 |( 3 ) 55-0487806 |KOKOSING CONSTRUCTION COMPAN |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0555 604025-022 KK2 866.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0560 604037-022 KK3 866.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0565 636002-001 LL1 100.000 TN | 20.00000 2000.00| 27.75000 2775.00| 33.00000 3300.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0570 636002-002 LL2 96.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 3,356,687.83| $ 3,980,735.30| $ 4,137,084.62 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 SEDIMENT BASIN K000 | | | 0575 207001-001 4300.000 CY | 14.00000 60200.00| 7.25000 31175.00| 7.90000 33970.00 UNCLASSIFIED EXCAVATION | | | 0580 207034-000 1250.000 SY | 2.00000 2500.00| 2.25000 2812.50| 1.70000 2125.00 FABRIC FOR SEPARATION | | | 0585 211001-000 400.000 CY | 10.15000 4060.00| 1.20000 480.00| 16.00000 6400.00 UNCLASSIFIED BORROW EXCAVATION | | | 0590 211008-000 200.000 TN | 10.00000 2000.00| 35.50000 7100.00| 30.00000 6000.00 ROCK BORROW EXCAVATION | | | 0595 211017-001 1310.000 SF | 1.00000 1310.00| 0.75000 982.50| 12.00000 15720.00 IMPERVIOUS CORE | | | 0602 604076-020 91.000 LF | 70.00000 6370.00| 80.00000 7280.00| 110.00000 10010.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0605 639001-001 LUMP | 5000.00000 5000.00| 3850.00000 3850.00| 1200.00000 1200.00 CONSTRUCTION LAYOUT STAKE | | | 0610 642035-001 1.000 EA | 5600.00000 5600.00| 3850.00000 3850.00| 8000.00000 8000.00 RISER | | | 0615 642036-001 45000.000 CY | 0.01000 450.00| 0.05000 2250.00| 0.01000 450.00 SEDIMENT REMOVAL | | | SECTION TOTALS | $ 87,490.00| $ 59,780.00| $ 83,875.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 SEDIMENT BASIN RESTORATION K000 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 017 -10 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0905640R1 COUNTIES : BERKELEY LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1023518 |( 2 ) 55-0345840 |( 3 ) 55-0487806 |KOKOSING CONSTRUCTION COMPAN |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0620 207001-001 300.000 CY | 14.00000 4200.00| 2.50000 750.00| 7.80000 2340.00 UNCLASSIFIED EXCAVATION | | | 0625 633003-001 60.000 CY | 76.00000 4560.00| 60.50000 3630.00| 44.00000 2640.00 DUMPED ROCK GUTTER | | | SECTION TOTALS | $ 8,760.00| $ 4,380.00| $ 4,980.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 SIGNING Y002 | | | 0630 657008-001 176.500 LF | 12.00000 2118.00| 10.50000 1853.25| 11.00000 1941.50 2.00 LB CHANNEL POST | | | 0635 657010-001 376.000 LF | 14.00000 5264.00| 12.00000 4512.00| 12.00000 4512.00 3.00 LB CHANNEL POST | | | 0640 661001-001 237.400 SF | 58.00000 13769.20| 30.00000 7122.00| 30.00000 7122.00 0.080 IN FLAT SHEET SIGN | | | SECTION TOTALS | $ 21,151.20| $ 13,487.25| $ 13,575.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 PAVEMENT MARKINGS Y008 | | | 0645 663001-004 6105.000 LF | 0.26000 1587.30| 0.30000 1831.50| 0.29000 1770.45 EDGE LINE, TYPE II - 4 IN WHITE | | | 0650 663002-005 141.000 LF | 1.02000 143.82| 1.15000 162.15| 1.20000 169.20 LANE LINE, TYPE II - 4 IN WHITE | | | 0655 663002-038 10084.000 LF | 0.26000 2621.84| 0.30000 3025.20| 0.29000 2924.36 CENTERLINE, TYPE II - 4 IN | | | 0660 663004-011 1051.000 LF | 5.87000 6169.37| 6.50000 6831.50| 6.70000 7041.70 CHANNELIZING LINE, TYPE V - 8 IN | | | 0665 663005-011 150.000 LF | 16.32000 2448.00| 18.00000 2700.00| 19.00000 2850.00 STOP LINE, TYPE V - 24 IN | | | 0670 663006-010 2016.000 LF | 8.16000 16450.56| 9.00000 18144.00| 9.30000 18748.80 CROSSWALK LINE, TYPE V - 12 IN X 6 FT | | | 0675 663009-025 8.000 EA | 144.84000 1158.72| 160.00000 1280.00| 160.00000 1280.00 BICYCLE SYMBOL, TYPE V | | | 0680 663010-010 10.000 EA | 188.70000 1887.00| 207.00000 2070.00| 210.00000 2100.00 ONE DIRECTION LANE ASSIGNMENT ARROW, TY | | | V | | | 0685 663010-011 10.000 EA | 331.50000 3315.00| 365.00000 3650.00| 380.00000 3800.00 MULTI DIRECTIONAL LANE ASSIGNMENT ARROW | | | TY V | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 017 -11 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0905640R1 COUNTIES : BERKELEY LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1023518 |( 2 ) 55-0345840 |( 3 ) 55-0487806 |KOKOSING CONSTRUCTION COMPAN |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0690 663011-010 36.000 EA | 71.40000 2570.40| 78.50000 2826.00| 81.00000 2916.00 LANE LETTER, TYPE V | | | SECTION TOTALS | $ 38,352.01| $ 42,520.35| $ 43,600.51 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 WATERLINE RELOCATION Y060 | | | 0695 604054-122 50.000 LF | 500.00000 25000.00| 610.00000 30500.00| 670.00000 33500.00 30 INCH JACKED CONDUIT, A36 STEEL PIPE, | | | THICKNESS 0.25 IN | | | 0700 636014-001 200.000 HR | 47.00000 9400.00| 56.00000 11200.00| 59.00000 11800.00 FLAGGER | | | 0705 639001-001 LUMP | 5000.00000 5000.00| 1100.00000 1100.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKE | | | 0710 670004-202 521.000 LF | 80.00000 41680.00| 67.50000 35167.50| 88.00000 45848.00 6 INCH DUCTILE IRON PIPE, TYPE II, | | | CLASS 52 | | | 0715 670004-242 4.000 LF | 650.00000 2600.00| 277.00000 1108.00| 710.00000 2840.00 10 INCH DUCTILE IRON PIPE, TYPE II, | | | CLASS 52 | | | 0720 670004-302 1847.000 LF | 166.00000 306602.00| 155.00000 286285.00| 200.00000 369400.00 16 INCH DUCTILE IRON PIPE, TYPE II, | | | CLASS 52 | | | 0725 670008-040 56.000 LF | 37.00000 2072.00| 38.50000 2156.00| 41.00000 2296.00 3/4 INCH COPPER SERVICE PIPE | | | 0730 670009-200 1.000 EA | 1000.00000 1000.00| 1100.00000 1100.00| 1000.00000 1000.00 6 INCH GATE VALVE AND VALVE BOX | | | 0735 670009-240 1.000 EA | 1800.00000 1800.00| 2775.00000 2775.00| 2000.00000 2000.00 10 INCH GATE VALVE AND VALVE BOX | | | 0740 670009-300 9.000 EA | 8400.00000 75600.00| 8300.00000 74700.00| 9300.00000 83700.00 16 INCH GATE VALVE AND VALVE BOX | | | 0745 670010-440 143.000 LF | 145.00000 20735.00| 333.00000 47619.00| 160.00000 22880.00 30 INCH STEEL CASING PIPE, THICKNESS | | | THICKNESS 0.25 IN | | | SECTION TOTALS | $ 491,489.00| $ 493,710.50| $ 585,264.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0007 BRIDGE #10844N X131 | | | 0750 212005-000 104.000 CY | 100.00000 10400.00| 91.00000 9464.00| 130.00000 13520.00 SELECT MATERIAL FOR BACKFILLING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 017 -12 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0905640R1 COUNTIES : BERKELEY LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1023518 |( 2 ) 55-0345840 |( 3 ) 55-0487806 |KOKOSING CONSTRUCTION COMPAN |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0755 601002-001 181.000 CY | 625.00000 113125.00| 560.00000 101360.00| 810.00000 146610.00 CLASS B CONCRETE | | | 0760 601003-001 70.000 CY | 700.00000 49000.00| 1695.00000 118650.00| 1300.00000 91000.00 CLASS K CONCRETE | | | 0765 601009-001 352.000 CY | 750.00000 264000.00| 758.00000 266816.00| 910.00000 320320.00 CLASS H CONCRETE | | | 0770 602001-001 18716.000 LB | 1.15000 21523.40| 1.15000 21523.40| 1.10000 20587.60 REINFORCING STEEL BAR | | | 0775 602002-001 67609.000 LB | 1.25000 84511.25| 1.25000 84511.25| 1.30000 87891.70 EPOXY COATED REINFORCING STEEL BAR | | | 0780 608001-006 186.000 LF | 82.88000 15415.68| 114.00000 21204.00| 160.00000 29760.00 6 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0785 615001-001 440828.000 LS | 856000.00000 856000.00| 790000.00000 790000.00| 750000.00000 750000.00 STEEL SUPERSTRUCTURE | | | 0790 615028-001 10.000 EA | 3050.00000 30500.00| 2790.00000 27900.00| 2000.00000 20000.00 GUIDED BEARING, ELASTOMERIC | | | 0795 616005-003 1304.000 LF | 95.00000 123880.00| 111.00000 144744.00| 110.00000 143440.00 HP10X42 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0800 616007-001 36.000 EA | 920.00000 33120.00| 1015.00000 36540.00| 830.00000 29880.00 PILE LOADING TEST -DYNAMIC | | | 0805 617003-001 126.000 LF | 85.00000 10710.00| 106.00000 13356.00| 87.00000 10962.00 ALUMINUM RAILING ,2 RAIL | | | 0810 617003-001 126.000 LF | 120.00000 15120.00| 144.50000 18207.00| 110.00000 13860.00 ALUMINUM RAILING ,3 RAIL | | | 0815 639001-001 LUMP | 11000.00000 11000.00| 6600.00000 6600.00| 24000.00000 24000.00 CONSTRUCTION LAYOUT STAKE | | | 0820 626002-001 MM1 10950.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0825 626002-002 MM2 10950.000 SF | 60.35000 660832.50| 75.50000 826725.00| 69.00000 755550.00 MSE RETAINING WALL, REINFORCED EARTH | | | 0830 626002-003 MM3 10950.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0835 626002-004 MM4 10950.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 0840 626002-005 MM5 10950.000 SF | | | MSE RETAINING WALL, ARES | | | 0845 626002-006 MM6 10950.000 SF | | | MSE RETAINING WALL, TRICON | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 017 -13 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0905640R1 COUNTIES : BERKELEY LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1023518 |( 2 ) 55-0345840 |( 3 ) 55-0487806 |KOKOSING CONSTRUCTION COMPAN |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0850 626002-007 MM7 10950.000 SF | | | MSE RETAINING WALL, EARTHTRAC HA | | | SECTION TOTALS | $ 2,299,137.83| $ 2,487,600.65| $ 2,457,381.30 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0008 BRIDGE #10845 X331 | | | 0855 212001-000 121.000 CY | 98.00000 11858.00| 57.00000 6897.00| 96.00000 11616.00 STRUCTURE EXCAVATION | | | 0860 212005-000 60.000 CY | 100.00000 6000.00| 105.00000 6300.00| 150.00000 9000.00 SELECT MATERIAL FOR BACKFILLING | | | 0865 601002-001 236.000 CY | 680.00000 160480.00| 745.00000 175820.00| 950.00000 224200.00 CLASS B CONCRETE | | | 0870 601003-001 172.000 CY | 701.00000 120572.00| 1440.00000 247680.00| 1200.00000 206400.00 CLASS K CONCRETE | | | 0875 601009-001 692.000 CY | 750.00000 519000.00| 763.00000 527996.00| 860.00000 595120.00 CLASS H CONCRETE | | | 0880 602001-001 51594.000 LB | 1.15000 59333.10| 1.15000 59333.10| 1.10000 56753.40 REINFORCING STEEL BAR | | | 0885 602002-001 176648.000 LB | 1.25000 220810.00| 1.25000 220810.00| 1.30000 229642.40 EPOXY COATED REINFORCING STEEL BAR | | | 0890 608001-006 160.000 LF | 82.65000 13224.00| 115.00000 18400.00| 160.00000 25600.00 6 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0895 615001-001 1056592.000 LS | 1927470.00000 1927470.00| 1765000.00000 1765000.00| 1720000.00000 1720000.00 STEEL SUPERSTRUCTURE | | | 0900 615029-001 10.000 EA | 1280.00000 12800.00| 2350.00000 23500.00| 820.00000 8200.00 NON-GUIDED BEARING, ELASTOMERIC | | | 0905 615030-001 10.000 EA | 3240.00000 32400.00| 2350.00000 23500.00| 2800.00000 28000.00 FIXED BEARING, ELASTOMERIC | | | 0910 616005-003 466.000 LF | 104.00000 48464.00| 204.00000 95064.00| 140.00000 65240.00 HP10X42 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0915 616005-006 629.000 LF | 178.00000 111962.00| 215.00000 135235.00| 290.00000 182410.00 HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0920 616007-001 36.000 EA | 920.00000 33120.00| 1015.00000 36540.00| 830.00000 29880.00 PILE LOADING TEST -DYNAMIC | | | 0925 617003-001 474.000 LF | 85.00000 40290.00| 100.00000 47400.00| 82.00000 38868.00 ALUMINUM RAILING ,2 RAIL | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 017 -14 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0905640R1 COUNTIES : BERKELEY LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1023518 |( 2 ) 55-0345840 |( 3 ) 55-0487806 |KOKOSING CONSTRUCTION COMPAN |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0930 617003-001 474.000 LF | 115.00000 54510.00| 137.00000 64938.00| 100.00000 47400.00 ALUMINUM RAILING ,3 RAIL | | | 0935 639001-001 LUMP | 17000.00000 17000.00| 13000.00000 13000.00| 32000.00000 32000.00 CONSTRUCTION LAYOUT STAKE | | | 0940 626002-001 NN1 4390.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0945 626002-002 NN2 4390.000 SF | 65.00000 285350.00| 85.00000 373150.00| 74.00000 324860.00 MSE RETAINING WALL, REINFORCED EARTH | | | 0950 626002-003 NN3 4390.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0955 626002-004 NN4 4390.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 0960 626002-005 NN5 4390.000 SF | | | MSE RETAINING WALL, ARES | | | 0965 626002-006 NN6 4390.000 SF | | | MSE RETAINING WALL, TRICON | | | 0970 626002-007 NN7 4390.000 SF | | | MSE RETAINING WALL, EARTHTRAC HA | | | SECTION TOTALS | $ 3,674,643.10| $ 3,840,563.10| $ 3,835,189.80 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0009 COMPUTER SYSTEM K000 | | | 0975 640004-001 LUMP | 9400.00000 9400.00| 3800.00000 3800.00| 2400.00000 2400.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 9,400.00| $ 3,800.00| $ 2,400.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 9,987,110.97| $ 10,926,577.15| $ 11,163,350.73 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 017 -15 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0905640R1 COUNTIES : BERKELEY LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 62-1345425 |( ) |( ) |BILCO CONSTRUCTION CO., 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 | 387000.00000 387000.00| | CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 1.10000 1.10| | BUILDING DEMOLITION NUMBER, 1/1 | | | 0015 202001-000 1.000 LS | 1.10000 1.10| | BUILDING DEMOLITION NUMBER, 5/1 | | | 0020 202001-000 1.000 LS | 1.10000 1.10| | BUILDING DEMOLITION NUMBER, 5/2 | | | 0025 202001-000 1.000 LS | 1.10000 1.10| | BUILDING DEMOLITION NUMBER, 9/2-1 | | | 0030 202001-000 1.000 LS | 1.10000 1.10| | BUILDING DEMOLITION NUMBER, 9/2-2 | | | 0035 202003-000 LUMP | 1.10000 1.10| | SEPTIC TANK ABANDONMENT NUMBER, 5/3 | | | 0040 204001-000 LUMP | 590000.00000 590000.00| | MOBILIZATION | | | 0045 207001-001 4177.000 CY | 4.40000 18378.80| | UNCLASSIFIED EXCAVATION | | | 0050 207001-001 450.000 CY | 1.10000 495.00| | UNCLASSIFIED EXCAVATION ,SINKHOLE | | | TREATMENT | | | 0055 207002-000 1915.000 CY | 39.60000 75834.00| | SUBGRADE | | | 0060 207034-000 10296.000 SY | 2.20000 22651.20| | FABRIC FOR SEPARATION | | | 0065 207034-000 674.000 SY | 2.20000 1482.80| | FABRIC FOR SEPARATION ,SINKHOLE | | | TREATMENT | | | 0070 211001-000 106404.000 CY | 11.55000 1228966.20| | UNCLASSIFIED BORROW EXCAVATION | | | 0071 211002-000 899.000 CY | 6.60000 5933.40| | ROCK BORROW EXCAVATION ,SINKHOLE | | | TREATMENT | | | 0073 211008-000 404.000 TN | 22.00000 8888.00| | ROCK BORROW EXCAVATION ,CAUSEWAY | | | 0075 211017-001 6066.000 SF | 0.72000 4367.52| | IMPERVIOUS CORE ,SINKHOLE TREATMENT | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 017 -16 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0905640R1 COUNTIES : BERKELEY LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 62-1345425 |( ) |( ) |BILCO CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 307001-000 1915.000 CY | 41.80000 80047.00| | AGGREGATE BASE COURSE, CLASS 1 | | | 0085 408002-001 1606.000 GA | 0.01000 16.06| | BITUMINOUS MATERIAL | | | 0090 415005-001 5350.000 SY | 3.59000 19206.50| | REMOVE EXISTING PAVEMENT SURFACE | | | 0095 502001-012 432.000 SY | 496.04000 214289.28| | 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0100 604037-022 204.000 LF | 145.20000 29620.80| | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0105 604054-022 50.000 LF | 841.50000 42075.00| | 30 INCH JACKED CONDUIT, REINFORCED | | | CONCRETE PIPE, CLASS II | | | 0110 605001-001 4.000 EA | 4180.00000 16720.00| | TYPE A MANHOLE | | | 0115 605004-001 27.000 EA | 2750.00000 74250.00| | TYPE B INLET | | | 0120 605008-001 6.000 EA | 2750.00000 16500.00| | TYPE F INLET | | | 0125 605009-001 3.000 EA | 2420.00000 7260.00| | TYPE G INLET | | | 0130 605012-001 3.000 EA | 2750.00000 8250.00| | ADJUST INLET TYPE, EXISTING | | | 0135 606029-001 4042.000 LF | 13.75000 55577.50| | FREE DRAINING BASE TRENCH | | | 0140 606030-001 306.000 LF | 16.50000 5049.00| | OUTLET PIPE, 6 INCH | | | 0145 607001-001 2800.000 LF | 12.05000 33740.00| | TYPE 1 GUARDRAIL, CLASS II | | | 0150 607006-001 8.000 EA | 1276.00000 10208.00| | THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0155 607042-001 1.000 EA | 1072.50000 1072.50| | 6 FT STEEL POST | | | 0160 607046-001 2.000 EA | 88.00000 176.00| | 7 INCH ROUND X 6 FT TREATED WOOD POST | | | 0165 608001-002 4910.000 LF | 11.83000 58085.30| | 4 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 017 -17 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0905640R1 COUNTIES : BERKELEY LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 62-1345425 |( ) |( ) |BILCO CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0170 609001-001 1155.000 SY | 52.42000 60545.10| | CONCRETE SIDEWALK | | | 0175 609002-001 132.000 CY | 66.00000 8712.00| | BED COURSE MATERIAL | | | 0180 609005-001 1.000 EA | 533.50000 533.50| | CURB RAMP | | | 0185 610001-003 148.000 LF | 27.83000 4118.84| | PLAIN CONCRETE CURBING, TYPE III | | | 0190 610003-001 4410.000 LF | 38.72000 170755.20| | COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I | | | 0195 610003-004 246.000 LF | 38.72000 9525.12| | COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE IV | | | 0200 633003-001 55.400 CY | 60.50000 3351.70| | DUMPED ROCK GUTTER | | | 0205 636007-001 2000.000 LF | 0.83000 1660.00| | ERADICATION OF PAVEMENT MARKING | | | 0210 636008-001 1500.000 LF | 0.39000 585.00| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE, WHITE | | | 0215 636008-001 300.000 LF | 0.39000 117.00| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE, YELLOW | | | 0220 636011-001 10180.000 UN | 1.10000 11198.00| | TRAFFIC CONTROL DEVICE | | | 0225 636012-010 2.000 EA | 220.00000 440.00| | PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0230 636013-001 100.000 EA | 2.20000 220.00| | INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0235 636014-001 200.000 HR | 62.14000 12428.00| | FLAGGER | | | 0240 636022-001 600.000 DA | 44.00000 26400.00| | CHANGEABLE MESSAGE SIGN | | | 0245 636025-001 3000.000 DA | 1.32000 3960.00| | WARNING LIGHTS, TYPE B | | | 0250 637001-001 422.000 MG | 55.00000 23210.00| | WATER FOR DUST PALLIATIVE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 017 -18 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0905640R1 COUNTIES : BERKELEY LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 62-1345425 |( ) |( ) |BILCO CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0255 638002-001 46.000 EA | 36.20000 1665.20| | RIGHT OF WAY MARKER | | | 0260 638004-001 4.000 EA | 129.59000 518.36| | OUTLET MARKER | | | 0265 639001-001 LUMP | 544000.00000 544000.00| | CONSTRUCTION LAYOUT STAKE | | | 0270 640001-001 24.000 MO | 1370.43000 32890.32| | STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0275 640003-001 LUMP | 1226.95000 1226.95| | BUILDING EQUIPMENT | | | 0280 642001-001 11718.000 LF | 0.01000 117.18| | TEMPORARY BERM | | | 0285 642002-001 86.000 LF | 16.50000 1419.00| | SLOPE DRAIN | | | 0290 642004-001 390.000 LB | 1.10000 429.00| | SEED MIXTURE, TEMPORARY | | | 0295 642004-002 195.000 LB | 5.50000 1072.50| | SEED MIXTURE, B | | | 0300 642005-001 20.000 TN | 330.00000 6600.00| | MULCH, STRAW OR HAY | | | 0305 642006-001 4.000 TN | 825.00000 3300.00| | FERTILIZER | | | 0307 642008-001 245.000 LF | 49.50000 12127.50| | TEMPORARY PIPE ,CAUSEWAY | | | 0310 642009-001 13800.000 LF | 0.01000 138.00| | CONTOUR DITCH | | | 0315 642010-001 15.000 TN | 27.50000 412.50| | AGRICULTURAL LIMESTONE | | | 0320 642011-001 100.000 EA | 13.96000 1396.00| | HAY OR STRAW BALE | | | 0325 642012-001 13400.000 LF | 3.30000 44220.00| | SILT FENCE | | | 0330 642015-001 250.000 LF | 13.20000 3300.00| | SUPER SILT FENCE | | | 0335 642031-001 49.000 EA | 71.50000 3503.50| | DITCH CHECK | | | 0340 642033-001 460.000 CY | 8.80000 4048.00| | SEDIMENT TRAP | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 017 -19 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0905640R1 COUNTIES : BERKELEY LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 62-1345425 |( ) |( ) |BILCO CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0345 642036-001 1476.000 CY | 0.01000 14.76| | SEDIMENT REMOVAL | | | 0350 642040-001 51.000 EA | 275.00000 14025.00| | INLET PROTECTION | | | 0355 642050-001 7.000 EA | 275.00000 1925.00| | DEWATERING DEVICE | | | 0360 652001-001 14.600 TN | 27.50000 401.50| | AGRICULTURAL LIMESTONE | | | 0365 652002-001 4.900 TN | 715.00000 3503.50| | FERTILIZER, 10-20-10 | | | 0370 652002-002 1.500 TN | 1375.00000 2062.50| | FERTILIZER, UREA FORMALDEHYDE | | | 0375 652003-001 195.000 LB | 4.24000 826.80| | SEED MIXTURES, B, C-1, OR C-2 | | | 0380 652004-001 19.500 TN | 385.00000 7507.50| | STRAW OR HAY MULCH | | | 0385 699000-001 2000.000 HR | 0.80000 1600.00| | ON JOB TRAINING | | | 0390 401001-001 AA1 1937.000 TN | 75.02000 145313.74| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0395 401001-002 AA2 1851.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0400 401001-001 BB1 878.000 TN | 79.26000 69590.28| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0405 401001-002 BB2 839.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0410 401002-001 CC1 227.000 TN | 110.55000 25094.85| | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0415 401002-002 CC2 218.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | 0420 402001-001 DD1 738.000 TN | 95.87000 70752.06| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 017 -20 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0905640R1 COUNTIES : BERKELEY LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 62-1345425 |( ) |( ) |BILCO CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0425 402001-002 DD2 702.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | 0430 604076-016 EE1 225.000 LF | 71.50000 16087.50| | 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0435 604009-016 EE1 6.000 EA | 495.00000 2970.00| | 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0440 604025-016 EE2 225.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0445 604028-016 EE2 6.000 EA | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0450 604037-016 EE3 225.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0455 604038-016 EE3 6.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0460 604076-016 FF1 1082.000 LF | 71.50000 77363.00| | 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0465 604025-016 FF2 1082.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0470 604037-016 FF3 1082.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0475 604076-020 GG1 91.000 LF | 79.20000 7207.20| | 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0480 604009-020 GG1 1.000 EA | 550.00000 550.00| | 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0485 604025-020 GG2 91.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 017 -21 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0905640R1 COUNTIES : BERKELEY LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 62-1345425 |( ) |( ) |BILCO CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0490 604028-020 GG2 1.000 EA | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0495 604037-020 GG3 91.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0500 604038-020 GG3 1.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0505 604076-020 HH1 257.000 LF | 79.20000 20354.40| | 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0510 604025-020 HH2 257.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0515 604037-020 HH3 257.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0520 604076-022 JJ1 171.000 LF | 114.40000 19562.40| | 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0525 604009-022 JJ1 1.000 EA | 880.00000 880.00| | 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0530 604025-022 JJ2 171.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0535 604028-022 JJ2 1.000 EA | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0540 604037-022 JJ3 171.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0545 604038-022 JJ3 1.000 EA | | | 30 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0550 604076-022 KK1 866.000 LF | 114.40000 99070.40| | 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 017 -22 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0905640R1 COUNTIES : BERKELEY LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 62-1345425 |( ) |( ) |BILCO CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0555 604025-022 KK2 866.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0560 604037-022 KK3 866.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0565 636002-001 LL1 100.000 TN | 27.50000 2750.00| | AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0570 636002-002 LL2 96.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 4,605,702.32| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 SEDIMENT BASIN K000 | | | 0575 207001-001 4300.000 CY | 6.60000 28380.00| | UNCLASSIFIED EXCAVATION | | | 0580 207034-000 1250.000 SY | 2.20000 2750.00| | FABRIC FOR SEPARATION | | | 0585 211001-000 400.000 CY | 1.10000 440.00| | UNCLASSIFIED BORROW EXCAVATION | | | 0590 211008-000 200.000 TN | 33.00000 6600.00| | ROCK BORROW EXCAVATION | | | 0595 211017-001 1310.000 SF | 0.72000 943.20| | IMPERVIOUS CORE | | | 0602 604076-020 91.000 LF | 77.00000 7007.00| | 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0605 639001-001 LUMP | 1100.00000 1100.00| | CONSTRUCTION LAYOUT STAKE | | | 0610 642035-001 1.000 EA | 3850.00000 3850.00| | RISER | | | 0615 642036-001 45000.000 CY | 0.01000 450.00| | SEDIMENT REMOVAL | | | SECTION TOTALS | $ 51,520.20| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 SEDIMENT BASIN RESTORATION K000 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 017 -23 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0905640R1 COUNTIES : BERKELEY LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 62-1345425 |( ) |( ) |BILCO CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0620 207001-001 300.000 CY | 2.20000 660.00| | UNCLASSIFIED EXCAVATION | | | 0625 633003-001 60.000 CY | 60.50000 3630.00| | DUMPED ROCK GUTTER | | | SECTION TOTALS | $ 4,290.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 SIGNING Y002 | | | 0630 657008-001 176.500 LF | 13.20000 2329.80| | 2.00 LB CHANNEL POST | | | 0635 657010-001 376.000 LF | 15.40000 5790.40| | 3.00 LB CHANNEL POST | | | 0640 661001-001 237.400 SF | 63.80000 15146.12| | 0.080 IN FLAT SHEET SIGN | | | SECTION TOTALS | $ 23,266.32| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 PAVEMENT MARKINGS Y008 | | | 0645 663001-004 6105.000 LF | 0.28000 1709.40| | EDGE LINE, TYPE II - 4 IN WHITE | | | 0650 663002-005 141.000 LF | 1.10000 155.10| | LANE LINE, TYPE II - 4 IN WHITE | | | 0655 663002-038 10084.000 LF | 0.28000 2823.52| | CENTERLINE, TYPE II - 4 IN | | | 0660 663004-011 1051.000 LF | 6.33000 6652.83| | CHANNELIZING LINE, TYPE V - 8 IN | | | 0665 663005-011 150.000 LF | 17.60000 2640.00| | STOP LINE, TYPE V - 24 IN | | | 0670 663006-010 2016.000 LF | 8.80000 17740.80| | CROSSWALK LINE, TYPE V - 12 IN X 6 FT | | | 0675 663009-025 8.000 EA | 156.20000 1249.60| | BICYCLE SYMBOL, TYPE V | | | 0680 663010-010 10.000 EA | 203.50000 2035.00| | ONE DIRECTION LANE ASSIGNMENT ARROW, TY | | | V | | | 0685 663010-011 10.000 EA | 357.50000 3575.00| | MULTI DIRECTIONAL LANE ASSIGNMENT ARROW | | | TY V | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 017 -24 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0905640R1 COUNTIES : BERKELEY LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 62-1345425 |( ) |( ) |BILCO CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0690 663011-010 36.000 EA | 77.00000 2772.00| | LANE LETTER, TYPE V | | | SECTION TOTALS | $ 41,353.25| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 WATERLINE RELOCATION Y060 | | | 0695 604054-122 50.000 LF | 605.00000 30250.00| | 30 INCH JACKED CONDUIT, A36 STEEL PIPE, | | | THICKNESS 0.25 IN | | | 0700 636014-001 200.000 HR | 62.14000 12428.00| | FLAGGER | | | 0705 639001-001 LUMP | 1100.00000 1100.00| | CONSTRUCTION LAYOUT STAKE | | | 0710 670004-202 521.000 LF | 67.10000 34959.10| | 6 INCH DUCTILE IRON PIPE, TYPE II, | | | CLASS 52 | | | 0715 670004-242 4.000 LF | 275.00000 1100.00| | 10 INCH DUCTILE IRON PIPE, TYPE II, | | | CLASS 52 | | | 0720 670004-302 1847.000 LF | 154.00000 284438.00| | 16 INCH DUCTILE IRON PIPE, TYPE II, | | | CLASS 52 | | | 0725 670008-040 56.000 LF | 38.50000 2156.00| | 3/4 INCH COPPER SERVICE PIPE | | | 0730 670009-200 1.000 EA | 1100.00000 1100.00| | 6 INCH GATE VALVE AND VALVE BOX | | | 0735 670009-240 1.000 EA | 2750.00000 2750.00| | 10 INCH GATE VALVE AND VALVE BOX | | | 0740 670009-300 9.000 EA | 8250.00000 74250.00| | 16 INCH GATE VALVE AND VALVE BOX | | | 0745 670010-440 143.000 LF | 330.00000 47190.00| | 30 INCH STEEL CASING PIPE, THICKNESS | | | THICKNESS 0.25 IN | | | SECTION TOTALS | $ 491,721.10| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0007 BRIDGE #10844N X131 | | | 0750 212005-000 104.000 CY | 102.44000 10653.76| | SELECT MATERIAL FOR BACKFILLING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 017 -25 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0905640R1 COUNTIES : BERKELEY LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 62-1345425 |( ) |( ) |BILCO CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0755 601002-001 181.000 CY | 588.46000 106511.26| | CLASS B CONCRETE | | | 0760 601003-001 70.000 CY | 1245.52000 87186.40| | CLASS K CONCRETE | | | 0765 601009-001 352.000 CY | 903.40000 317996.80| | CLASS H CONCRETE | | | 0770 602001-001 18716.000 LB | 1.28000 23956.48| | REINFORCING STEEL BAR | | | 0775 602002-001 67609.000 LB | 1.37000 92624.33| | EPOXY COATED REINFORCING STEEL BAR | | | 0780 608001-006 186.000 LF | 137.50000 25575.00| | 6 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0785 615001-001 440828.000 LS | 924350.00000 924350.00| | STEEL SUPERSTRUCTURE | | | 0790 615028-001 10.000 EA | 2913.09000 29130.90| | GUIDED BEARING, ELASTOMERIC | | | 0795 616005-003 1304.000 LF | 65.00000 84760.00| | HP10X42 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0800 616007-001 36.000 EA | 500.00000 18000.00| | PILE LOADING TEST -DYNAMIC | | | 0805 617003-001 126.000 LF | 80.34000 10122.84| | ALUMINUM RAILING ,2 RAIL | | | 0810 617003-001 126.000 LF | 111.01000 13987.26| | ALUMINUM RAILING ,3 RAIL | | | 0815 639001-001 LUMP | 16168.10000 16168.10| | CONSTRUCTION LAYOUT STAKE | | | 0820 626002-001 MM1 10950.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0825 626002-002 MM2 10950.000 SF | 67.11000 734854.50| | MSE RETAINING WALL, REINFORCED EARTH | | | 0830 626002-003 MM3 10950.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0835 626002-004 MM4 10950.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 0840 626002-005 MM5 10950.000 SF | | | MSE RETAINING WALL, ARES | | | 0845 626002-006 MM6 10950.000 SF | | | MSE RETAINING WALL, TRICON | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 017 -26 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0905640R1 COUNTIES : BERKELEY LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 62-1345425 |( ) |( ) |BILCO CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0850 626002-007 MM7 10950.000 SF | | | MSE RETAINING WALL, EARTHTRAC HA | | | SECTION TOTALS | $ 2,495,877.63| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0008 BRIDGE #10845 X331 | | | 0855 212001-000 121.000 CY | 180.14000 21796.94| | STRUCTURE EXCAVATION | | | 0860 212005-000 60.000 CY | 106.89000 6413.40| | SELECT MATERIAL FOR BACKFILLING | | | 0865 601002-001 236.000 CY | 771.78000 182140.08| | CLASS B CONCRETE | | | 0870 601003-001 172.000 CY | 1290.51000 221967.72| | CLASS K CONCRETE | | | 0875 601009-001 692.000 CY | 745.02000 515553.84| | CLASS H CONCRETE | | | 0880 602001-001 51594.000 LB | 1.34000 69135.96| | REINFORCING STEEL BAR | | | 0885 602002-001 176648.000 LB | 1.35000 238474.80| | EPOXY COATED REINFORCING STEEL BAR | | | 0890 608001-006 160.000 LF | 137.50000 22000.00| | 6 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0895 615001-001 1056592.000 LS | 2079000.00000 2079000.00| | STEEL SUPERSTRUCTURE | | | 0900 615029-001 10.000 EA | 1041.45000 10414.50| | NON-GUIDED BEARING, ELASTOMERIC | | | 0905 615030-001 10.000 EA | 3580.31000 35803.10| | FIXED BEARING, ELASTOMERIC | | | 0910 616005-003 466.000 LF | 65.00000 30290.00| | HP10X42 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0915 616005-006 629.000 LF | 75.00000 47175.00| | HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0920 616007-001 36.000 EA | 500.00000 18000.00| | PILE LOADING TEST -DYNAMIC | | | 0925 617003-001 474.000 LF | 80.13000 37981.62| | ALUMINUM RAILING ,2 RAIL | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/27/11 PAGE : 017 -27 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0905640R1 COUNTIES : BERKELEY LETTING DATE : 06/01/11 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 62-1345425 |( ) |( ) |BILCO CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0930 617003-001 474.000 LF | 110.81000 52523.94| | ALUMINUM RAILING ,3 RAIL | | | 0935 639001-001 LUMP | 32334.43000 32334.43| | CONSTRUCTION LAYOUT STAKE | | | 0940 626002-001 NN1 4390.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0945 626002-002 NN2 4390.000 SF | 77.26000 339171.40| | MSE RETAINING WALL, REINFORCED EARTH | | | 0950 626002-003 NN3 4390.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0955 626002-004 NN4 4390.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 0960 626002-005 NN5 4390.000 SF | | | MSE RETAINING WALL, ARES | | | 0965 626002-006 NN6 4390.000 SF | | | MSE RETAINING WALL, TRICON | | | 0970 626002-007 NN7 4390.000 SF | | | MSE RETAINING WALL, EARTHTRAC HA | | | SECTION TOTALS | $ 3,960,176.73| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0009 COMPUTER SYSTEM K000 | | | 0975 640004-001 LUMP | 6257.45000 6257.45| | COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 6,257.45| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 11,680,165.00| $ 0.00| $ ====================================================================================================================================