WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/16/09 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 0401440R1 COUNTIES : PUTNAM LETTING DATE : 07/14/09 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : WINFIELD TOLL BRIDGE PROJECT(S) : S340-0034/00-021.35 00 BRST 0034 056 000 LOCATION: / KANAWHA RIVER & WV 62 SB ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 13,935,448.07 100.0000% 2 31-1316393 AHERN & ASSOCIATES, INC. $ 14,274,000.01 102.4294% 3 25-1696132 BRAYMAN CONSTRUCTION CORPORATION $ 15,382,875.00 110.3867% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/16/09 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0401440R1 COUNTIES : PUTNAM LETTING DATE : 07/14/09 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 31-1316393 |( 3 ) 25-1696132 |ORDERS CONSTRUCTION COMPANY, |AHERN & ASSOCIATES, INC. |BRAYMAN CONSTRUCTION CORPORAT 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 | 500000.00000 500000.00| 393203.56000 393203.56| 75000.00000 75000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 480000.00000 480000.00| 713700.00000 713700.00| 885000.00000 885000.00 MOBILIZATION | | | 0015 207001-001 5966.000 CY | 30.00000 178980.00| 23.00000 137218.00| 30.00000 178980.00 UNCLASSIFIED EXCAVATION | | | 0020 207034-000 8516.000 SY | 2.20000 18735.20| 1.60000 13625.60| 3.00000 25548.00 FABRIC FOR SEPARATION | | | 0030 307001-000 1654.000 CY | 82.00000 135628.00| 80.00000 132320.00| 65.00000 107510.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0035 408002-001 754.000 GA | 2.80000 2111.20| 2.52000 1900.08| 3.00000 2262.00 BITUMINOUS MATERIAL | | | 0040 415005-001 12474.000 SY | 1.80000 22453.20| 2.00000 24948.00| 4.00000 49896.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0045 501005-006 756.000 SY | 93.00000 70308.00| 56.00000 42336.00| 54.00000 40824.00 6 INCH NON-REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0050 502001-012 294.000 SY | 240.00000 70560.00| 230.00000 67620.00| 200.00000 58800.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0055 601002-001 15.000 CY | 3400.00000 51000.00| 2200.00000 33000.00| 2000.00000 30000.00 CLASS B CONCRETE | | | 0060 602001-001 1493.000 LB | 2.00000 2986.00| 1.30000 1940.90| 2.00000 2986.00 REINFORCING STEEL BAR | | | 0065 604009-016 30.000 EA | 530.00000 15900.00| 250.00000 7500.00| 350.00000 10500.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0070 604009-020 7.000 EA | 610.00000 4270.00| 300.00000 2100.00| 300.00000 2100.00 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0075 604009-022 7.000 EA | 740.00000 5180.00| 600.00000 4200.00| 500.00000 3500.00 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0080 604076-016 1020.000 LF | 110.00000 112200.00| 80.00000 81600.00| 60.00000 61200.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/16/09 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0401440R1 COUNTIES : PUTNAM LETTING DATE : 07/14/09 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 31-1316393 |( 3 ) 25-1696132 |ORDERS CONSTRUCTION COMPANY, |AHERN & ASSOCIATES, INC. |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 604076-020 1257.000 LF | 190.00000 238830.00| 80.00000 100560.00| 70.00000 87990.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0090 604076-022 219.000 LF | 160.00000 35040.00| 80.00000 17520.00| 80.00000 17520.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0095 604076-024 371.000 LF | 250.00000 92750.00| 115.00000 42665.00| 85.00000 31535.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0100 605004-001 5.000 EA | 2500.00000 12500.00| 2500.00000 12500.00| 3500.00000 17500.00 TYPE B INLET | | | 0105 605006-001 25.000 EA | 4900.00000 122500.00| 3650.00000 91250.00| 3000.00000 75000.00 TYPE D INLET | | | 0110 605014-001 1.000 EA | 8500.00000 8500.00| 2500.00000 2500.00| 2500.00000 2500.00 MODIFIED INLET, TYPE G | | | 0115 606020-001 2880.000 LF | 17.00000 48960.00| 9.00000 25920.00| 12.00000 34560.00 AGGREGATE FILLED FABRIC UNDERDRAIN, 12 | | | INCH | | | 0120 606030-001 300.000 LF | 42.00000 12600.00| 16.00000 4800.00| 9.00000 2700.00 OUTLET PIPE, 6 INCH | | | 0125 607001-001 213.000 LF | 21.00000 4473.00| 19.70000 4196.10| 17.00000 3621.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0130 607006-001 5.000 EA | 980.00000 4900.00| 934.25000 4671.25| 1550.00000 7750.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0135 609001-001 1162.000 SY | 56.00000 65072.00| 41.00000 47642.00| 45.00000 52290.00 CONCRETE SIDEWALK | | | 0140 609002-001 204.000 CY | 98.00000 19992.00| 98.00000 19992.00| 100.00000 20400.00 BED COURSE MATERIAL | | | 0145 609005-001 42.000 EA | 580.00000 24360.00| 680.00000 28560.00| 1700.00000 71400.00 SIDEWALK RAMP | | | 0150 610001-001 110.000 LF | 90.00000 9900.00| 55.00000 6050.00| 40.00000 4400.00 PLAIN CONCRETE CURBING, TYPE I | | | 0155 610003-001 2321.000 LF | 58.00000 134618.00| 32.00000 74272.00| 30.00000 69630.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I | | | 0160 610003-004 392.000 LF | 57.00000 22344.00| 34.00000 13328.00| 30.00000 11760.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE IV | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/16/09 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0401440R1 COUNTIES : PUTNAM LETTING DATE : 07/14/09 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 31-1316393 |( 3 ) 25-1696132 |ORDERS CONSTRUCTION COMPANY, |AHERN & ASSOCIATES, INC. |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0165 633003-001 4.000 CY | 270.00000 1080.00| 100.00000 400.00| 200.00000 800.00 DUMPED ROCK GUTTER | | | 0170 636007-001 38175.000 LF | 0.85000 32448.75| 0.80000 30540.00| 1.00000 38175.00 ERADICATION OF PAVEMENT MARKING | | | 0175 636008-001 37595.000 LF | 0.23000 8646.85| 0.22000 8270.90| 0.25000 9398.75 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0180 636011-001 40760.000 UN | 0.95000 38722.00| 0.90000 36684.00| 1.00000 40760.00 TRAFFIC CONTROL DEVICE | | | 0185 636012-010 4.000 EA | 370.00000 1480.00| 350.00000 1400.00| 350.00000 1400.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0190 636013-001 350.000 EA | 3.70000 1295.00| 3.50000 1225.00| 4.00000 1400.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0195 636014-001 800.000 HR | 58.00000 46400.00| 55.00000 44000.00| 50.00000 40000.00 FLAGGER | | | 0200 636014-002 160.000 HR | 48.00000 7680.00| 50.00000 8000.00| 55.00000 8800.00 TRAFFIC DIRECTOR | | | 0205 636017-001 360.000 LF | 32.00000 11520.00| 20.00000 7200.00| 40.00000 14400.00 TEMPORARY CONCRETE BARRIER | | | 0210 636021-001 60.000 DA | 17.00000 1020.00| 16.00000 960.00| 16.00000 960.00 ELECTRIC ARROW | | | 0215 636022-001 1200.000 DA | 48.00000 57600.00| 60.00000 72000.00| 65.00000 78000.00 CHANGEABLE MESSAGE SIGN | | | 0220 636025-001 9030.000 DA | 1.60000 14448.00| 1.55000 13996.50| 1.50000 13545.00 WARNING LIGHTS, TYPE B | | | 0225 638004-001 4.000 EA | 280.00000 1120.00| 200.00000 800.00| 250.00000 1000.00 OUTLET MARKER | | | 0230 639001-001 LUMP | 67000.00000 67000.00| 45000.00000 45000.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKE | | | 0235 640002-001 24.000 MO | 1500.00000 36000.00| 2000.00000 48000.00| 1000.00000 24000.00 LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0240 640003-001 LUMP | 1900.00000 1900.00| 1500.00000 1500.00| 5000.00000 5000.00 BUILDING EQUIPMENT | | | 0245 642004-001 269.000 LB | 1.60000 430.40| 2.53000 680.57| 2.00000 538.00 SEED MIXTURE, TEMPORARY | | | 0250 642012-001 11222.000 LF | 2.00000 22444.00| 2.79000 31309.38| 4.00000 44888.00 SILT FENCE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/16/09 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0401440R1 COUNTIES : PUTNAM LETTING DATE : 07/14/09 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 31-1316393 |( 3 ) 25-1696132 |ORDERS CONSTRUCTION COMPANY, |AHERN & ASSOCIATES, INC. |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0255 642031-001 28.000 EA | 190.00000 5320.00| 120.00000 3360.00| 200.00000 5600.00 DITCH CHECK | | | 0260 652001-001 7.900 TN | 26.00000 205.40| 25.25000 199.48| 25.00000 197.50 AGRICULTURAL LIMESTONE | | | 0265 652002-001 3.100 TN | 530.00000 1643.00| 656.50000 2035.15| 500.00000 1550.00 FERTILIZER, 10-20-10 | | | 0270 652003-001 259.000 LB | 1.60000 414.40| 5.56000 1440.04| 2.00000 518.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0275 652003-002 10.000 LB | 11.00000 110.00| 25.25000 252.50| 10.00000 100.00 SEED MIXTURE, D | | | 0280 652004-001 9.700 TN | 740.00000 7178.00| 404.00000 3918.80| 725.00000 7032.50 STRAW OR HAY MULCH | | | 0285 664011-001 2.000 EA | 4200.00000 8400.00| 4000.00000 8000.00| 5000.00000 10000.00 TEMPORARY IMPACT ATTENUATING DEVICE, | | | TYPE II | | | 0290 699000-001 1000.000 HR | 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 ON JOB TRAINING | | | 0295 401001-001 AA1 3083.000 TN | 76.00000 234308.00| 85.33000 263072.39| 85.00000 262055.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0300 401001-002 AA2 2941.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0305 401001-001 BB1 1788.000 TN | 76.00000 135888.00| 85.84000 153481.92| 85.00000 151980.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0310 401001-002 BB2 1706.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0315 401003-001 CC1 1363.000 TN | 76.00000 103588.00| 85.85000 117013.55| 90.00000 122670.00 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0320 401003-002 CC2 1300.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0325 402001-001 DD1 1751.000 TN | 78.00000 136578.00| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/16/09 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0401440R1 COUNTIES : PUTNAM LETTING DATE : 07/14/09 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 31-1316393 |( 3 ) 25-1696132 |ORDERS CONSTRUCTION COMPANY, |AHERN & ASSOCIATES, INC. |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0330 402001-002 DD2 1670.000 TN | | 94.13000 157197.10| 95.00000 158650.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | 0335 636002-001 EE1 630.000 TN | 52.00000 32760.00| 33.00000 20790.00| 45.00000 28350.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0340 636002-002 EE2 601.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 3,546,078.40| $ 3,237,165.77| $ 3,127,229.75 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 SIGNING & PAVEMENT MARKINGS Y002 | | | 0345 636007-001 200.000 LF | 0.85000 170.00| 0.80000 160.00| 1.00000 200.00 ERADICATION OF PAVEMENT MARKING | | | 0350 657008-001 86.000 LF | 6.40000 550.40| 6.04000 519.44| 6.00000 516.00 2.00 LB CHANNEL POST | | | 0355 657010-001 812.000 LF | 8.40000 6820.80| 7.96000 6463.52| 8.00000 6496.00 3.00 LB CHANNEL POST | | | 0360 657018-001 46.000 EA | 37.00000 1702.00| 35.27000 1622.42| 35.00000 1610.00 POST REMOVAL | | | 0365 658001-001 2.000 CY | 2200.00000 4400.00| 2121.00000 4242.00| 2200.00000 4400.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 0370 658003-001 1.000 EA | 14000.00000 14000.00| 13029.00000 13029.00| 13000.00000 13000.00 OVERHEAD SIGN, GALVANIZED STEEL ,SIGN | | | #106 | | | 0375 661001-001 604.000 SF | 22.00000 13288.00| 20.56000 12418.24| 21.00000 12684.00 0.080 IN FLAT SHEET SIGN | | | 0380 661013-001 12.000 EA | 40.00000 480.00| 38.22000 458.64| 45.00000 540.00 PLASTIC DELINEATOR POST, WHITE | | | 0385 663001-004 17649.000 LF | 0.23000 4059.27| 0.22000 3882.78| 0.25000 4412.25 EDGE LINE, TYPE II ,WHITE 4" | | | 0390 663001-004 790.000 LF | 0.23000 181.70| 0.22000 173.80| 0.25000 197.50 EDGE LINE, TYPE II ,YELLOW 4" | | | 0395 663002-005 2025.000 LF | 0.23000 465.75| 0.22000 445.50| 0.25000 506.25 LANE LINE OR CENTERLINE, TYPE II 4" | | | 0400 663003-005 14985.000 LF | 0.23000 3446.55| 0.22000 3296.70| 0.25000 3746.25 BARRIER LINE, TYPE II 4" | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/16/09 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0401440R1 COUNTIES : PUTNAM LETTING DATE : 07/14/09 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 31-1316393 |( 3 ) 25-1696132 |ORDERS CONSTRUCTION COMPANY, |AHERN & ASSOCIATES, INC. |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0405 663004-004 1230.000 LF | 0.26000 319.80| 0.25000 307.50| 0.30000 369.00 CHANNELIZING LINE, TYPE II ,WHITE 6" | | | 0410 663004-004 1000.000 LF | 0.26000 260.00| 0.25000 250.00| 0.30000 300.00 CHANNELIZING LINE, TYPE II ,YELLOW 6" | | | 0415 663005-010 65.000 LF | 14.00000 910.00| 13.00000 845.00| 18.00000 1170.00 STOP LINE, TYPE V 24" | | | 0420 663006-010 318.000 LF | 9.50000 3021.00| 9.00000 2862.00| 8.00000 2544.00 CROSSWALK LINE, TYPE V 12" | | | 0425 663007-010 370.000 LF | 9.50000 3515.00| 9.00000 3330.00| 8.00000 2960.00 STRIPE, TYPE V ,WHITE 12" | | | 0430 663007-010 165.000 LF | 14.00000 2310.00| 13.00000 2145.00| 16.00000 2640.00 STRIPE, TYPE V ,WHITE 24" | | | 0435 663007-010 960.000 LF | 9.50000 9120.00| 9.00000 8640.00| 7.00000 6720.00 STRIPE, TYPE V ,YELLOW 12" | | | 0440 663008-005 20.000 EA | 48.00000 960.00| 45.00000 900.00| 35.00000 700.00 YIELD TRIANGLE, TYPE V | | | 0445 663010-010 32.000 EA | 180.00000 5760.00| 170.00000 5440.00| 165.00000 5280.00 LANE ARROW, TYPE V | | | SECTION TOTALS | $ 75,740.27| $ 71,431.54| $ 70,991.25 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 BRIDGE #2019.2 X231 | | | 0450 203001-000 LUMP | 87000.00000 87000.00| 200000.00000 200000.00| 125000.00000 125000.00 DISMANTLING STRUCTURE | | | 0455 212001-000 135.000 CY | 140.00000 18900.00| 32.00000 4320.00| 40.00000 5400.00 STRUCTURE EXCAVATION | | | 0460 212005-000 50.000 CY | 150.00000 7500.00| 125.00000 6250.00| 85.00000 4250.00 SELECT MATERIAL FOR BACKFILLING | | | 0465 218004-001 340.000 SY | 130.00000 44200.00| 73.00000 24820.00| 125.00000 42500.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0470 219001-001 155.000 CY | 190.00000 29450.00| 235.00000 36425.00| 225.00000 34875.00 CONTROLLED LOW STRENGTH MATERIAL, TYPE | | | 0475 601002-001 34.000 CY | 2400.00000 81600.00| 1200.00000 40800.00| 2000.00000 68000.00 CLASS B CONCRETE | | | 0480 601003-001 35.000 CY | 1000.00000 35000.00| 650.00000 22750.00| 650.00000 22750.00 CLASS K CONCRETE | | | 0485 601009-001 195.000 CY | 980.00000 191100.00| 1000.00000 195000.00| 900.00000 175500.00 CLASS H CONCRETE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/16/09 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0401440R1 COUNTIES : PUTNAM LETTING DATE : 07/14/09 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 31-1316393 |( 3 ) 25-1696132 |ORDERS CONSTRUCTION COMPANY, |AHERN & ASSOCIATES, INC. |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0490 601019-001 6911.000 SF | 1.00000 6911.00| 2.50000 17277.50| 2.00000 13822.00 CONCRETE PROTECTIVE COATING | | | 0495 601030-001 100.000 SF | 170.00000 17000.00| 170.00000 17000.00| 250.00000 25000.00 PATCHING CONCRETE STRUCTURES, TYPE 1 | | | 0500 601030-001 40.000 SF | 400.00000 16000.00| 200.00000 8000.00| 350.00000 14000.00 PATCHING CONCRETE STRUCTURES, TYPE 2 | | | 0505 601031-001 200.000 LF | 130.00000 26000.00| 25.00000 5000.00| 75.00000 15000.00 EPOXY INJECTION CRACK REPAIR | | | 0510 601037-001 314.000 EA | 29.00000 9106.00| 30.00000 9420.00| 35.00000 10990.00 DOWEL HOLE, 12 INCH DEPTH | | | 0515 602001-001 1442.000 LB | 1.60000 2307.20| 1.50000 2163.00| 1.00000 1442.00 REINFORCING STEEL BAR | | | 0520 602002-001 57028.000 LB | 1.20000 68433.60| 1.20000 68433.60| 1.00000 57028.00 EPOXY COATED REINFORCING STEEL BAR | | | 0525 615001-001 91400.000 LS | 240000.00000 240000.00| 490000.00000 490000.00| 300000.00000 300000.00 STEEL SUPERSTRUCTURE | | | 0530 615029-001 8.000 EA | 1500.00000 12000.00| 1900.00000 15200.00| 4500.00000 36000.00 NON-GUIDED BEARING, ELASTOMERIC | | | 0535 615030-001 4.000 EA | 1300.00000 5200.00| 1600.00000 6400.00| 3500.00000 14000.00 FIXED BEARING, ELASTOMERIC | | | 0540 617003-001 419.000 LF | 170.00000 71230.00| 165.00000 69135.00| 150.00000 62850.00 ALUMINUM RAILING ,ANODIZED | | | 0545 639001-001 LUMP | 9400.00000 9400.00| 35000.00000 35000.00| 15000.00000 15000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 978,337.80| $ 1,273,394.10| $ 1,043,407.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 BRIDGE #1364.6 X331 | | | 0550 203001-000 LUMP | 470000.00000 470000.00| 500000.00000 500000.00| 700000.00000 700000.00 DISMANTLING STRUCTURE | | | 0555 212001-000 20.000 CY | 320.00000 6400.00| 29.00000 580.00| 150.00000 3000.00 STRUCTURE EXCAVATION | | | 0560 212005-000 40.000 CY | 210.00000 8400.00| 150.00000 6000.00| 80.00000 3200.00 SELECT MATERIAL FOR BACKFILLING | | | 0565 218004-001 252.000 SY | 170.00000 42840.00| 76.00000 19152.00| 125.00000 31500.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0570 601002-001 52.000 CY | 2300.00000 119600.00| 1300.00000 67600.00| 2000.00000 104000.00 CLASS B CONCRETE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/16/09 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0401440R1 COUNTIES : PUTNAM LETTING DATE : 07/14/09 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 31-1316393 |( 3 ) 25-1696132 |ORDERS CONSTRUCTION COMPANY, |AHERN & ASSOCIATES, INC. |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0575 601003-001 185.000 CY | 860.00000 159100.00| 1000.00000 185000.00| 625.00000 115625.00 CLASS K CONCRETE | | | 0580 601009-001 1692.000 CY | 820.00000 1387440.00| 750.00000 1269000.00| 1150.00000 1945800.00 CLASS H CONCRETE | | | 0585 601019-001 54204.000 SF | 1.00000 54204.00| 1.70000 92146.80| 2.00000 108408.00 CONCRETE PROTECTIVE COATING | | | 0590 601030-001 15.000 SF | 480.00000 7200.00| 200.00000 3000.00| 250.00000 3750.00 PATCHING CONCRETE STRUCTURES, TYPE 1 | | | 0595 601030-001 186.000 SF | 320.00000 59520.00| 200.00000 37200.00| 350.00000 65100.00 PATCHING CONCRETE STRUCTURES, TYPE 2 | | | 0600 601031-001 1055.000 LF | 120.00000 126600.00| 40.00000 42200.00| 65.00000 68575.00 EPOXY INJECTION CRACK REPAIR | | | 0605 601031-002 45.000 LF | 210.00000 9450.00| 200.00000 9000.00| 400.00000 18000.00 UNDERWATER EPOXY INJECTION CRACK REPAIR | | | 0610 601037-001 498.000 EA | 41.00000 20418.00| 34.00000 16932.00| 35.00000 17430.00 DOWEL HOLE, 12 INCH DEPTH | | | 0615 601037-001 12.000 EA | 82.00000 984.00| 55.00000 660.00| 45.00000 540.00 DOWEL HOLE, 18 INCH DEPTH | | | 0620 602001-001 1542.000 LB | 1.60000 2467.20| 2.00000 3084.00| 1.00000 1542.00 REINFORCING STEEL BAR | | | 0625 602002-001 397097.000 LB | 1.20000 476516.40| 1.40000 555935.80| 1.00000 397097.00 EPOXY COATED REINFORCING STEEL BAR | | | 0630 615001-001 253723.000 LS | 930000.00000 930000.00| 1127950.00000 1127950.00| 1100000.00000 1100000.00 STEEL SUPERSTRUCTURE | | | 0635 615012-001 4.000 EA | 16000.00000 64000.00| 110000.00000 440000.00| 75000.00000 300000.00 RESETTING BRIDGE BEARING | | | 0640 615015-001 4.000 EA | 1600.00000 6400.00| 5500.00000 22000.00| 5000.00000 20000.00 GIRDER REPAIR RETROFIT | | | 0645 615028-001 22.000 EA | 6000.00000 132000.00| 7450.00000 163900.00| 5500.00000 121000.00 GUIDED BEARING, ELASTOMERIC | | | 0650 615029-001 18.000 EA | 2800.00000 50400.00| 3550.00000 63900.00| 5500.00000 99000.00 NON-GUIDED BEARING, ELASTOMERIC | | | 0655 615047-001 48.000 EA | 280.00000 13440.00| 50.00000 2400.00| 100.00000 4800.00 REPLACEMENT OF RIVET WITH HIGH STRENGTH | | | BOLT | | | 0660 615068-001 1.000 EA | 20000.00000 20000.00| 14700.00000 14700.00| 50000.00000 50000.00 WIND SHEAR DEVICE REPLACEMENT | | | 0665 615072-001 3832.000 EA | 16.00000 61312.00| 11.50000 44068.00| 90.00000 344880.00 FABRICATED STRUCTURAL STEEL - REMOVAL | | | OF WELDS | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/16/09 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0401440R1 COUNTIES : PUTNAM LETTING DATE : 07/14/09 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 31-1316393 |( 3 ) 25-1696132 |ORDERS CONSTRUCTION COMPANY, |AHERN & ASSOCIATES, INC. |BRAYMAN CONSTRUCTION CORPORAT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0670 615075-001 LUMP | 92000.00000 92000.00| 57000.00000 57000.00| 75000.00000 75000.00 MISCELLANEOUS BRIDGE WORK, BIRD SCREENS | | | 0675 617003-001 2940.000 LF | 170.00000 499800.00| 160.00000 470400.00| 175.00000 514500.00 ALUMINUM RAILING ,ANODIZED | | | 0680 627020-001 105.000 LF | 1600.00000 168000.00| 1400.00000 147000.00| 1500.00000 157500.00 INSTALL MODULAR EXPANSION JOINT SYSTEM | | | 0685 639001-001 LUMP | 60000.00000 60000.00| 50000.00000 50000.00| 25000.00000 25000.00 CONSTRUCTION LAYOUT STAKE | | | 0690 644001-002 LUMP | 33000.00000 33000.00| 26700.00000 26700.00| 35000.00000 35000.00 BRIDGE DRAINAGE SYSTEM, SCUPPERS | | | 0695 662002-001 LUMP | 69000.00000 69000.00| 39000.00000 39000.00| 45000.00000 45000.00 GALVANIZED STEEL CONDUIT ,2 INCH | | | 0700 662006-001 11.000 EA | 1000.00000 11000.00| 1000.00000 11000.00| 1000.00000 11000.00 JUNCTION BOX, TYPE A MODIFIED | | | 0705 688002-001 LUMP | 1430000.00000 1430000.00| 1500000.00000 1500000.00| 1650000.00000 1650000.00 CLEAN AND PAINT EXISTING STEEL BRIDGE | | | COATED WITH LEAD BASE PAINT | | | 0710 688003-001 LUMP | 2740000.00000 2740000.00| 2700000.00000 2700000.00| 3000000.00000 3000000.00 CONTAINMENT AND DISPOSAL OF SPENT | | | MATERIAL | | | SECTION TOTALS | $ 9,331,491.60| $ 9,687,508.60| $ 11,136,247.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 COMPUTER SYSTEM I000 | | | 0715 640004-001 LUMP | 3800.00000 3800.00| 4500.00000 4500.00| 5000.00000 5000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 3,800.00| $ 4,500.00| $ 5,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 13,935,448.07| $ 14,274,000.01| $ 15,382,875.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/16/09 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 0425103R1 COUNTIES : MINGO LETTING DATE : 07/14/09 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : UPPER CANTERBURY BRIDGE PROJECT(S) : S330-0003/05-003.01 00 LOCATION: 0.03 MI. N. JCT CO 3 TO 0.06 MI. N. JCT CO 3 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 38-3667285 MCCOY CONSTRUCTION COMPANY $ 1,160,418.75 100.0000% 2 61-0718956 BUSH & BURCHETT, INC. $ 1,226,741.74 105.7154% 3 34-1199322 VELOTTA COMPANY, THE $ 1,359,798.43 117.1817% 4 62-1345425 BILCO CONSTRUCTION CO., INC. $ 1,423,687.00 122.6873% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/16/09 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0425103R1 COUNTIES : MINGO LETTING DATE : 07/14/09 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 38-3667285 |( 2 ) 61-0718956 |( 3 ) 34-1199322 |MCCOY CONSTRUCTION COMPANY |BUSH & BURCHETT, INC. |VELOTTA COMPANY, THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0005 201001-000 1.000 LS | 25000.00000 25000.00| 8400.00000 8400.00| 25000.00000 25000.00 CLEARING AND GRUBBING | | | 0010 203001-000 LUMP | 30000.00000 30000.00| 16800.00000 16800.00| 20000.00000 20000.00 DISMANTLING STRUCTURE | | | 0015 204001-000 LUMP | 50000.00000 50000.00| 40000.00000 40000.00| 68000.00000 68000.00 MOBILIZATION | | | 0020 207001-001 685.000 CY | 20.00000 13700.00| 10.50000 7192.50| 31.74000 21741.90 UNCLASSIFIED EXCAVATION | | | 0025 207002-000 225.000 CY | 70.00000 15750.00| 102.00000 22950.00| 65.05000 14636.25 SUBGRADE | | | 0030 207034-000 1306.000 SY | 2.00000 2612.00| 2.00000 2612.00| 2.50000 3265.00 FABRIC FOR SEPARATION | | | 0035 211001-000 779.000 CY | 25.00000 19475.00| 11.00000 8569.00| 32.67000 25449.93 UNCLASSIFIED BORROW EXCAVATION | | | 0040 212001-000 507.000 CY | 15.00000 7605.00| 20.00000 10140.00| 68.56000 34759.92 STRUCTURE EXCAVATION | | | 0045 212005-000 94.000 CY | 100.00000 9400.00| 234.00000 21996.00| 120.00000 11280.00 SELECT MATERIAL FOR BACKFILLING | | | 0050 218006-000 259.000 CY | 80.00000 20720.00| 54.00000 13986.00| 70.00000 18130.00 FOUNDATION PROTECTION | | | 0055 307001-000 276.000 CY | 70.00000 19320.00| 100.00000 27600.00| 77.62000 21423.12 AGGREGATE BASE COURSE, CLASS 1 | | | 0060 307001-000 189.000 CY | 70.00000 13230.00| 100.00000 18900.00| 78.18000 14776.02 AGGREGATE BASE COURSE, CLASS 10 | | | 0065 401001-011 AA1 135.000 TN | 105.00000 14175.00| 105.00000 14175.00| 105.00000 14175.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0066 401001-012 AA2 122.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0070 401001-011 AB1 551.000 TN | 94.00000 51794.00| 94.00000 51794.00| 94.00000 51794.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0071 401001-012 AB2 496.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/16/09 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0425103R1 COUNTIES : MINGO LETTING DATE : 07/14/09 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 38-3667285 |( 2 ) 61-0718956 |( 3 ) 34-1199322 |MCCOY CONSTRUCTION COMPANY |BUSH & BURCHETT, INC. |VELOTTA COMPANY, THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0075 402001-011 AC1 101.000 TN | | 118.00000 11918.00| 118.00000 11918.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0077 402001-012 AC2 90.000 TN | 118.00000 10620.00| | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0080 408002-001 36.000 GA | 2.50000 90.00| 2.50000 90.00| 2.50000 90.00 BITUMINOUS MATERIAL | | | 0085 502001-012 103.000 SY | 250.00000 25750.00| 355.00000 36565.00| 200.00000 20600.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0090 601002-001 191.000 CY | 650.00000 124150.00| 752.00000 143632.00| 600.00000 114600.00 CLASS B CONCRETE | | | 0095 601003-001 15.000 CY | 1200.00000 18000.00| 1410.00000 21150.00| 1200.00000 18000.00 CLASS K CONCRETE | | | 0100 601009-001 129.000 CY | 750.00000 96750.00| 840.00000 108360.00| 900.00000 116100.00 CLASS H CONCRETE | | | 0105 601013-001 LUMP | 2500.00000 2500.00| 600.00000 600.00| 2000.00000 2000.00 EPOXY RESIN PROTECTIVE COATING | | | 0110 602001-001 17322.000 LB | 2.00000 34644.00| 1.26000 21825.72| 1.25000 21652.50 REINFORCING STEEL BAR | | | 0115 602002-001 29580.000 LB | 2.00000 59160.00| 1.33000 39341.40| 1.25000 36975.00 EPOXY COATED REINFORCING STEEL BAR | | | 0118 604002-016 AD1 56.000 LF | 100.00000 5600.00| | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A7 | | | 0119 604025-016 AD2 56.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A7 | | | 0120 604076-016 AD3 56.000 LF | | 120.00000 6720.00| 125.00000 7000.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0125 607001-001 162.500 LF | 19.58000 3181.75| 20.00000 3250.00| 32.50000 5281.25 TYPE 1 GUARDRAIL, CLASS 1 | | | 0130 607006-001 4.000 EA | 925.00000 3700.00| 925.00000 3700.00| 1200.00000 4800.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0135 607037-001 2.000 EA | 35.00000 70.00| 35.00000 70.00| 50.00000 100.00 BUFFER END SECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/16/09 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0425103R1 COUNTIES : MINGO LETTING DATE : 07/14/09 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 38-3667285 |( 2 ) 61-0718956 |( 3 ) 34-1199322 |MCCOY CONSTRUCTION COMPANY |BUSH & BURCHETT, INC. |VELOTTA COMPANY, THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0140 607066-001 2.000 EA | 1700.00000 3400.00| 1700.00000 3400.00| 1950.00000 3900.00 TANGENT END TERMINAL | | | 0145 615001-001 1.000 LS | 200000.00000 200000.00| 222800.00000 222800.00| 202000.00000 202000.00 STEEL SUPERSTRUCTURE | | | 0150 616005-006 545.000 LF | 100.00000 54500.00| 190.00000 103550.00| 146.40000 79788.00 HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0155 636005-001 1.000 LS | 140000.00000 140000.00| 160000.00000 160000.00| 269000.00000 269000.00 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0160 636007-001 800.000 LF | 1.00000 800.00| 1.00000 800.00| 0.85000 680.00 ERADICATION OF PAVEMENT MARKING | | | 0165 636008-001 10000.000 LF | 0.25000 2500.00| 0.25000 2500.00| 0.25000 2500.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0170 636011-001 3490.000 UN | 1.00000 3490.00| 1.23000 4292.70| 0.90000 3141.00 TRAFFIC CONTROL DEVICE | | | 0175 636014-001 200.000 HR | 55.00000 11000.00| 40.00000 8000.00| 55.00000 11000.00 FLAGGER | | | 0180 636017-001 40.000 LF | 25.00000 1000.00| 20.00000 800.00| 90.00000 3600.00 TEMPORARY CONCRETE BARRIER | | | 0185 638004-001 1.000 EA | 30.00000 30.00| 200.00000 200.00| 350.00000 350.00 OUTLET MARKER | | | 0190 639001-001 LUMP | 5000.00000 5000.00| 4000.00000 4000.00| 15000.00000 15000.00 CONSTRUCTION LAYOUT STAKE | | | 0195 640001-001 9.000 MO | 1000.00000 9000.00| 2000.00000 18000.00| 1800.00000 16200.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0200 640003-001 LUMP | 2000.00000 2000.00| 500.00000 500.00| 2400.00000 2400.00 BUILDING EQUIPMENT | | | 0205 640004-001 LUMP | 3500.00000 3500.00| 1000.00000 1000.00| 2400.00000 2400.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | 0210 642001-001 1538.000 LF | 0.25000 384.50| 0.09000 138.42| 0.50000 769.00 TEMPORARY BERM | | | 0215 642004-001 163.000 LB | 5.00000 815.00| 4.00000 652.00| 4.00000 652.00 SEED MIXTURE, TEMPORARY | | | 0220 642004-003 134.000 LB | 15.00000 2010.00| 6.00000 804.00| 6.00000 804.00 SEED MIXTURE, D | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/16/09 PAGE : 002 -5 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0425103R1 COUNTIES : MINGO LETTING DATE : 07/14/09 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 38-3667285 |( 2 ) 61-0718956 |( 3 ) 34-1199322 |MCCOY CONSTRUCTION COMPANY |BUSH & BURCHETT, INC. |VELOTTA COMPANY, THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0225 642005-001 1.700 TN | 750.00000 1275.00| 2000.00000 3400.00| 2000.00000 3400.00 MULCH, STRAW OR HAY | | | 0230 642006-001 0.400 TN | 1200.00000 480.00| 500.00000 200.00| 500.00000 200.00 FERTILIZER | | | 0235 642010-001 1.300 TN | 125.00000 162.50| 100.00000 130.00| 100.00000 130.00 AGRICULTURAL LIMESTONE | | | 0240 642011-001 154.000 EA | 5.00000 770.00| 1.00000 154.00| 0.01000 1.54 HAY OR STRAW BALE | | | 0245 642012-001 1538.000 LF | 5.00000 7690.00| 2.00000 3076.00| 4.00000 6152.00 SILT FENCE | | | 0250 642031-001 25.000 EA | 100.00000 2500.00| 30.00000 750.00| 25.00000 625.00 DITCH CHECK | | | 0255 652001-001 2.200 TN | 125.00000 275.00| 100.00000 220.00| 100.00000 220.00 AGRICULTURAL LIMESTONE | | | 0260 652002-001 0.600 TN | 1500.00000 900.00| 500.00000 300.00| 500.00000 300.00 FERTILIZER, 10-20-10 | | | 0265 652002-002 0.300 TN | 2000.00000 600.00| 1500.00000 450.00| 1500.00000 450.00 FERTILIZER, UREA FORMALDEHYDE | | | 0270 652003-001 139.000 LB | 5.00000 695.00| 5.00000 695.00| 5.00000 695.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0275 652003-005 99.000 LB | 5.00000 495.00| 7.00000 693.00| 7.00000 693.00 SEED MIXTURE, L | | | 0280 652004-001 3.000 TN | 750.00000 2250.00| 1500.00000 4500.00| 1500.00000 4500.00 STRAW OR HAY MULCH | | | 0285 670004-221 200.000 LF | 100.00000 20000.00| 50.00000 10000.00| 75.00000 15000.00 8 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 50 | | | 0290 670009-220 3.000 EA | 1100.00000 3300.00| 2000.00000 6000.00| 1500.00000 4500.00 8 INCH GATE VALVE AND VALVE BOX | | | 0295 670015-040 2.000 EA | 550.00000 1100.00| 500.00000 1000.00| 1200.00000 2400.00 3/4 INCH METER | | | 0300 670017-001 2.000 EA | 250.00000 500.00| 500.00000 1000.00| 900.00000 1800.00 METER BOX | | | 0305 670021-040 20.000 LF | 50.00000 1000.00| 20.00000 400.00| 50.00000 1000.00 3/4 INCH HOUSE CONNECTION | | | SECTION TOTALS | $ 1,160,418.75| $ 1,226,741.74| $ 1,359,798.43 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,160,418.75| $ 1,226,741.74| $ 1,359,798.43 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/16/09 PAGE : 002 -6 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0425103R1 COUNTIES : MINGO LETTING DATE : 07/14/09 10:00 A.M. DISTRICT : 02 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 BRIDGE REPLACEMENT | | | 0005 201001-000 1.000 LS | 40500.00000 40500.00| | CLEARING AND GRUBBING | | | 0010 203001-000 LUMP | 65000.00000 65000.00| | DISMANTLING STRUCTURE | | | 0015 204001-000 LUMP | 75000.00000 75000.00| | MOBILIZATION | | | 0020 207001-001 685.000 CY | 10.00000 6850.00| | UNCLASSIFIED EXCAVATION | | | 0025 207002-000 225.000 CY | 65.00000 14625.00| | SUBGRADE | | | 0030 207034-000 1306.000 SY | 1.80000 2350.80| | FABRIC FOR SEPARATION | | | 0035 211001-000 779.000 CY | 14.00000 10906.00| | UNCLASSIFIED BORROW EXCAVATION | | | 0040 212001-000 507.000 CY | 25.00000 12675.00| | STRUCTURE EXCAVATION | | | 0045 212005-000 94.000 CY | 135.00000 12690.00| | SELECT MATERIAL FOR BACKFILLING | | | 0050 218006-000 259.000 CY | 55.00000 14245.00| | FOUNDATION PROTECTION | | | 0055 307001-000 276.000 CY | 65.00000 17940.00| | AGGREGATE BASE COURSE, CLASS 1 | | | 0060 307001-000 189.000 CY | 80.00000 15120.00| | AGGREGATE BASE COURSE, CLASS 10 | | | 0065 401001-011 AA1 135.000 TN | 115.00000 15525.00| | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0066 401001-012 AA2 122.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0070 401001-011 AB1 551.000 TN | 105.00000 57855.00| | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0071 401001-012 AB2 496.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/16/09 PAGE : 002 -7 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0425103R1 COUNTIES : MINGO LETTING DATE : 07/14/09 10:00 A.M. DISTRICT : 02 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0075 402001-011 AC1 101.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0077 402001-012 AC2 90.000 TN | 130.00000 11700.00| | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0080 408002-001 36.000 GA | 2.80000 100.80| | BITUMINOUS MATERIAL | | | 0085 502001-012 103.000 SY | 245.00000 25235.00| | 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0090 601002-001 191.000 CY | 820.00000 156620.00| | CLASS B CONCRETE | | | 0095 601003-001 15.000 CY | 1340.00000 20100.00| | CLASS K CONCRETE | | | 0100 601009-001 129.000 CY | 950.00000 122550.00| | CLASS H CONCRETE | | | 0105 601013-001 LUMP | 1580.00000 1580.00| | EPOXY RESIN PROTECTIVE COATING | | | 0110 602001-001 17322.000 LB | 1.30000 22518.60| | REINFORCING STEEL BAR | | | 0115 602002-001 29580.000 LB | 1.40000 41412.00| | EPOXY COATED REINFORCING STEEL BAR | | | 0118 604002-016 AD1 56.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A7 | | | 0119 604025-016 AD2 56.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A7 | | | 0120 604076-016 AD3 56.000 LF | 120.00000 6720.00| | 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0125 607001-001 162.500 LF | 22.00000 3575.00| | TYPE 1 GUARDRAIL, CLASS 1 | | | 0130 607006-001 4.000 EA | 1020.00000 4080.00| | THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0135 607037-001 2.000 EA | 39.00000 78.00| | BUFFER END SECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/16/09 PAGE : 002 -8 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0425103R1 COUNTIES : MINGO LETTING DATE : 07/14/09 10:00 A.M. DISTRICT : 02 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0140 607066-001 2.000 EA | 1870.00000 3740.00| | TANGENT END TERMINAL | | | 0145 615001-001 1.000 LS | 268000.00000 268000.00| | STEEL SUPERSTRUCTURE | | | 0150 616005-006 545.000 LF | 70.00000 38150.00| | HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0155 636005-001 1.000 LS | 200000.00000 200000.00| | TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0160 636007-001 800.000 LF | 1.00000 800.00| | ERADICATION OF PAVEMENT MARKING | | | 0165 636008-001 10000.000 LF | 0.30000 3000.00| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0170 636011-001 3490.000 UN | 1.00000 3490.00| | TRAFFIC CONTROL DEVICE | | | 0175 636014-001 200.000 HR | 58.00000 11600.00| | FLAGGER | | | 0180 636017-001 40.000 LF | 16.00000 640.00| | TEMPORARY CONCRETE BARRIER | | | 0185 638004-001 1.000 EA | 205.00000 205.00| | OUTLET MARKER | | | 0190 639001-001 LUMP | 50000.90000 50000.90| | CONSTRUCTION LAYOUT STAKE | | | 0195 640001-001 9.000 MO | 1750.00000 15750.00| | STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0200 640003-001 LUMP | 1070.00000 1070.00| | BUILDING EQUIPMENT | | | 0205 640004-001 LUMP | 1500.00000 1500.00| | COMPUTER SYSTEM FOR FIELD OFFICE | | | 0210 642001-001 1538.000 LF | 0.50000 769.00| | TEMPORARY BERM | | | 0215 642004-001 163.000 LB | 2.20000 358.60| | SEED MIXTURE, TEMPORARY | | | 0220 642004-003 134.000 LB | 7.70000 1031.80| | SEED MIXTURE, D | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/16/09 PAGE : 002 -9 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0425103R1 COUNTIES : MINGO LETTING DATE : 07/14/09 10:00 A.M. DISTRICT : 02 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0225 642005-001 1.700 TN | 2200.00000 3740.00| | MULCH, STRAW OR HAY | | | 0230 642006-001 0.400 TN | 6600.00000 2640.00| | FERTILIZER | | | 0235 642010-001 1.300 TN | 275.00000 357.50| | AGRICULTURAL LIMESTONE | | | 0240 642011-001 154.000 EA | 3.00000 462.00| | HAY OR STRAW BALE | | | 0245 642012-001 1538.000 LF | 2.00000 3076.00| | SILT FENCE | | | 0250 642031-001 25.000 EA | 60.00000 1500.00| | DITCH CHECK | | | 0255 652001-001 2.200 TN | 275.00000 605.00| | AGRICULTURAL LIMESTONE | | | 0260 652002-001 0.600 TN | 3630.00000 2178.00| | FERTILIZER, 10-20-10 | | | 0265 652002-002 0.300 TN | 4400.00000 1320.00| | FERTILIZER, UREA FORMALDEHYDE | | | 0270 652003-001 139.000 LB | 6.50000 903.50| | SEED MIXTURES, B, C-1, OR C-2 | | | 0275 652003-005 99.000 LB | 6.50000 643.50| | SEED MIXTURE, L | | | 0280 652004-001 3.000 TN | 825.00000 2475.00| | STRAW OR HAY MULCH | | | 0285 670004-221 200.000 LF | 77.00000 15400.00| | 8 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 50 | | | 0290 670009-220 3.000 EA | 2120.00000 6360.00| | 8 INCH GATE VALVE AND VALVE BOX | | | 0295 670015-040 2.000 EA | 395.00000 790.00| | 3/4 INCH METER | | | 0300 670017-001 2.000 EA | 1400.00000 2800.00| | METER BOX | | | 0305 670021-040 20.000 LF | 39.00000 780.00| | 3/4 INCH HOUSE CONNECTION | | | SECTION TOTALS | $ 1,423,687.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,423,687.00| $ 0.00| $ ====================================================================================================================================