WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/05 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 9931602R2 COUNTIES : MARION LETTING DATE : 12/13/05 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : PLEASANT VALLEY ROAD I/C - WV 310 I/C PROJECT(S) : U325-0079/00-134.63 00 00NH 0793 177 000 LOCATION: PLEASANT VALLEY I/C - WV 310 I/C-PLEASANT VALLEY RD O/P BR S325-0079/00-135.64 00 00NH 0793 176 000 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 31-1316393 AHERN & ASSOCIATES, INC. $ 15,046,900.00 100.0000% 2 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 15,587,200.00 103.5908% 3 55-0328627 J. F. ALLEN COMPANY $ 15,732,433.79 104.5560% 4 55-0609442 MEC CONSTRUCTION, INC. $ 15,942,474.59 105.9519% 5 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 18,578,515.00 123.4707% 25-1861933 MASCARO CONTRACTING, LP IRREGULAR WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/05 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9931602R2 COUNTIES : MARION LETTING DATE : 12/13/05 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 62-1345425 |( 3 ) 55-0328627 |AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, |J. F. ALLEN 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 | 304387.76000 304387.76| 350000.00000 350000.00| 564810.40000 564810.40 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 275000.00000 275000.00| 280000.00000 280000.00| 479203.00000 479203.00 MOBILIZATION | | | 0015 207001-001 128849.000 CY | 10.50000 1352914.50| 9.25000 1191853.25| 13.90000 1791001.10 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 8236.000 CY | 23.00000 189428.00| 32.00000 263552.00| 32.10000 264375.60 SUBGRADE | | | 0025 207034-000 84375.000 SY | 1.40000 118125.00| 1.00000 84375.00| 1.20000 101250.00 FABRIC FOR SEPARATION | | | 0030 211002-000 200.000 CY | 45.00000 9000.00| 55.00000 11000.00| 52.40000 10480.00 ROCK BORROW EXCAVATION | | | 0035 218007-000 9000.000 SY | 2.00000 18000.00| 1.50000 13500.00| 0.01000 90.00 FABRIC FOR EROSION CONTROL | | | 0040 307001-000 2150.000 CY | 42.00000 90300.00| 45.00000 96750.00| 0.01000 21.50 AGGREGATE BASE COURSE, CLASS 1 | | | 0045 307001-000 465.000 CY | 70.00000 32550.00| 52.00000 24180.00| 41.65000 19367.25 AGGREGATE BASE COURSE, CLASS 10 | | | 0050 311006-001 6178.000 CY | 66.00000 407748.00| 69.00000 426282.00| 66.00000 407748.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0055 408002-001 1660.000 GA | 2.00000 3320.00| 3.00000 4980.00| 2.50000 4150.00 BITUMINOUS MATERIAL | | | 0060 415005-001 53124.000 SY | 1.30000 69061.20| 1.00000 53124.00| 1.90000 100935.60 REMOVE EXISTING PAVEMENT SURFACE | | | 0065 601002-001 50.000 CY | 1400.00000 70000.00| 1050.00000 52500.00| 1601.25000 80062.50 CLASS B CONCRETE | | | 0070 601046-001 3.000 EA | 1370.00000 4110.00| 3700.00000 11100.00| 2152.50000 6457.50 MODIFIED CONCRETE END POST | | | 0075 604002-006 600.000 LF | 19.00000 11400.00| 15.00000 9000.00| 9.35000 5610.00 8 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0080 604037-016 47.000 LF | 135.00000 6345.00| 82.00000 3854.00| 68.25000 3207.75 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0085 604037-024 18.000 LF | 195.00000 3510.00| 138.00000 2484.00| 140.60000 2530.80 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/05 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9931602R2 COUNTIES : MARION LETTING DATE : 12/13/05 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 62-1345425 |( 3 ) 55-0328627 |AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 604057-022 43.000 LF | 135.00000 5805.00| 60.00000 2580.00| 140.65000 6047.95 30 INCH PRECOATED GALVANIZED STEEL PIPE | | | A7 | | | 0095 604057-024 32.000 LF | 160.00000 5120.00| 65.00000 2080.00| 92.00000 2944.00 36 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 0100 604057-036 56.000 LF | 400.00000 22400.00| 180.00000 10080.00| 802.00000 44912.00 72 INCH PRECOATED GALVANIZED STEEL PIPE | | | A5 | | | 0105 605004-001 2.000 EA | 1760.00000 3520.00| 1300.00000 2600.00| 1968.75000 3937.50 TYPE B INLET | | | 0110 605009-001 8.000 EA | 2800.00000 22400.00| 1600.00000 12800.00| 2362.50000 18900.00 TYPE G INLET | | | 0115 605010-001 17.000 EA | 2950.00000 50150.00| 1800.00000 30600.00| 3795.00000 64515.00 TYPE H INLET | | | 0120 605039-001 7.000 EA | 4500.00000 31500.00| 1500.00000 10500.00| 2730.00000 19110.00 JUNCTION BOX | | | 0125 605053-001 14.000 EA | 1250.00000 17500.00| 450.00000 6300.00| 1399.65000 19595.10 CONCRETE INLET CAP | | | 0130 606029-001 25212.000 LF | 5.44000 137153.28| 8.50000 214302.00| 5.50000 138666.00 FREE DRAINING BASE TRENCH | | | 0135 606030-001 1002.000 LF | 9.00000 9018.00| 19.50000 19539.00| 9.90000 9919.80 OUTLET PIPE, . | | | 0140 607001-001 7913.000 LF | 10.50000 83086.50| 11.00000 87043.00| 11.05000 87438.65 TYPE 1 GUARDRAIL, CLASS I | | | 0145 607006-001 1.000 EA | 1200.00000 1200.00| 1500.00000 1500.00| 1260.00000 1260.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0150 607030-001 5.000 EA | 450.00000 2250.00| 550.00000 2750.00| 472.50000 2362.50 SPECIAL TRAILING END TERMINAL | | | 0155 607065-001 2.000 EA | 1320.00000 2640.00| 1450.00000 2900.00| 1386.00000 2772.00 FLARED END TERMINAL | | | 0160 607066-001 2.000 EA | 1575.00000 3150.00| 1700.00000 3400.00| 1653.75000 3307.50 TANGENT END TERMINAL | | | 0165 610006-007 1905.000 LF | 55.00000 104775.00| 60.00000 114300.00| 66.00000 125730.00 MEDIAN, TYPE VII | | | 0170 610006-007 5203.000 LF | 91.00000 473473.00| 95.00000 494285.00| 105.00000 546315.00 MEDIAN, TYPE VII (MODIFIED) | | | 0175 610021-001 1100.000 LF | 83.00000 91300.00| 68.00000 74800.00| 76.00000 83600.00 SINGLE FACED BARRIER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/05 PAGE : 004 -4 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9931602R2 COUNTIES : MARION LETTING DATE : 12/13/05 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 62-1345425 |( 3 ) 55-0328627 |AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0180 633001-001 1583.000 SY | 100.00000 158300.00| 65.00000 102895.00| 77.60000 122840.80 CONCRETE GUTTER | | | 0185 633003-001 168.000 CY | 55.00000 9240.00| 52.00000 8736.00| 40.45000 6795.60 DUMPED ROCK GUTTER | | | 0190 636007-001 45000.000 LF | 0.35000 15750.00| 0.45000 20250.00| 0.42000 18900.00 ERADICATION OF PAVEMENT MARKING | | | 0195 636008-001 110000.000 LF | 0.25000 27500.00| 0.20000 22000.00| 0.16000 17600.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0200 636009-001 8000.000 LF | 0.95000 7600.00| 1.10000 8800.00| 1.16000 9280.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0205 636011-001 103080.000 UN | 0.01000 1030.80| 0.80000 82464.00| 0.80000 82464.00 TRAFFIC CONTROL DEVICE | | | 0210 636012-010 10.000 EA | 250.00000 2500.00| 500.00000 5000.00| 525.00000 5250.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0215 636013-001 550.000 EA | 2.50000 1375.00| 3.00000 1650.00| 3.15000 1732.50 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0220 636014-001 400.000 HR | 50.00000 20000.00| 50.00000 20000.00| 50.00000 20000.00 FLAGGER | | | 0225 636014-002 600.000 HR | 50.00000 30000.00| 50.00000 30000.00| 50.00000 30000.00 TRAFFIC DIRECTOR | | | 0230 636017-001 19080.000 LF | 19.00000 362520.00| 20.00000 381600.00| 19.25000 367290.00 TEMPORARY CONCRETE BARRIER | | | 0235 636018-001 22500.000 LF | 4.00000 90000.00| 4.50000 101250.00| 3.35000 75375.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0240 636021-001 100.000 DA | 9.00000 900.00| 11.00000 1100.00| 10.50000 1050.00 ELECTRIC ARROW | | | 0245 636022-001 2400.000 DA | 35.00000 84000.00| 37.00000 88800.00| 36.75000 88200.00 CHANGAEBLE MESSAGE SIGN | | | 0250 636025-001 12000.000 DA | 1.25000 15000.00| 1.00000 12000.00| 0.84000 10080.00 WARNING LIGHTS, TYPE B | | | 0255 636025-001 70000.000 DA | 0.35000 24500.00| 0.50000 35000.00| 0.53000 37100.00 WARNING LIGHTS, TYPE C | | | 0260 636028-001 60.000 DA | 100.00000 6000.00| 110.00000 6600.00| 105.00000 6300.00 SHADOW VEHICLE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/05 PAGE : 004 -5 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9931602R2 COUNTIES : MARION LETTING DATE : 12/13/05 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 62-1345425 |( 3 ) 55-0328627 |AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0265 636029-001 600.000 DA | 420.00000 252000.00| 340.00000 204000.00| 400.00000 240000.00 ROADSIDE ASSISTANCE SERVICE | | | 0270 636030-001 1200.000 DA | 25.00000 30000.00| 36.00000 43200.00| 31.50000 37800.00 SPEED MONITORING TRAILER | | | 0275 637001-001 120.000 MG | 48.00000 5760.00| 40.00000 4800.00| 90.00000 10800.00 WATER FOR DUST PALLIATIVE | | | 0280 639001-001 LUMP | 75000.00000 75000.00| 165000.00000 165000.00| 149385.00000 149385.00 CONSTRUCTION LAYOUT STAKE | | | 0285 640002-001 30.000 MO | 1350.00000 40500.00| 1400.00000 42000.00| 2500.00000 75000.00 LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0290 640003-001 LUMP | 1800.00000 1800.00| 2500.00000 2500.00| 10000.00000 10000.00 BUILDING EQUIPMENT | | | 0295 642001-001 17763.000 LF | 0.45000 7993.35| 0.55000 9769.65| 0.01000 177.63 TEMPORARY BERM | | | 0300 642002-001 200.000 LF | 16.00000 3200.00| 15.00000 3000.00| 50.00000 10000.00 SLOPE DRAIN | | | 0305 642004-003 2487.000 LB | 6.00000 14922.00| 7.00000 17409.00| 6.30000 15668.10 SEED MIXTURE, D | | | 0310 642005-001 58.000 TN | 370.00000 21460.00| 400.00000 23200.00| 388.50000 22533.00 MULCH, STRAW OR HAY | | | 0315 642005-002 3.000 TN | 920.00000 2760.00| 950.00000 2850.00| 966.00000 2898.00 MULCH, WOOD CELLULOSE FIBER | | | 0320 642006-001 15.000 TN | 300.00000 4500.00| 350.00000 5250.00| 315.00000 4725.00 FERTILIZER | | | 0325 642007-001 6370.000 SY | 0.50000 3185.00| 1.00000 6370.00| 0.55000 3503.50 FIBER MATTING | | | 0330 642009-001 21500.000 LF | 0.35000 7525.00| 1.25000 26875.00| 0.01000 215.00 CONTOUR DITCH | | | 0335 642010-001 27.000 TN | 10.00000 270.00| 20.00000 540.00| 10.50000 283.50 AGRICULTURAL LIMESTONE | | | 0340 642012-001 14400.000 LF | 2.40000 34560.00| 2.00000 28800.00| 0.01000 144.00 SILT FENCE | | | 0345 642031-001 378.000 EA | 70.00000 26460.00| 24.00000 9072.00| 0.01000 3.78 DITCH CHECK | | | 0350 642033-001 891.000 CY | 6.40000 5702.40| 14.50000 12919.50| 20.00000 17820.00 SEDIMENT TRAP | | | 0355 652001-001 27.000 TN | 10.00000 270.00| 20.00000 540.00| 10.50000 283.50 AGRICULTURAL LIMESTONE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/05 PAGE : 004 -6 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9931602R2 COUNTIES : MARION LETTING DATE : 12/13/05 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 62-1345425 |( 3 ) 55-0328627 |AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0360 652002-001 8.000 TN | 300.00000 2400.00| 350.00000 2800.00| 315.00000 2520.00 FERTILIZER, 10-20-10 | | | 0365 652003-001 216.000 LB | 3.00000 648.00| 5.00000 1080.00| 3.15000 680.40 SEED MIXTURES, B, C-1, OR C-2 | | | 0370 652003-002 1098.000 LB | 6.00000 6588.00| 7.00000 7686.00| 6.30000 6917.40 SEED MIXTURE, D | | | 0375 652004-001 29.000 TN | 370.00000 10730.00| 400.00000 11600.00| 388.50000 11266.50 STRAW OR HAY MULCH | | | 0380 652004-002 3.000 TN | 920.00000 2760.00| 950.00000 2850.00| 966.00000 2898.00 WOOD CELLULOSE FIBER MULCH | | | 0385 655001-001 440.000 SY | 1.50000 660.00| 2.00000 880.00| 1.60000 704.00 MATTING | | | 0390 655002-001 3887.000 SY | 4.00000 15548.00| 5.00000 19435.00| 4.20000 16325.40 PERMANENT EROSION MATTING, TYPE B | | | 0395 664001-008 10.000 EA | 4300.00000 43000.00| 4100.00000 41000.00| 4830.00000 48300.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 0400 664001-009 14.000 EA | 1300.00000 18200.00| 1800.00000 25200.00| 1365.00000 19110.00 REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 0405 699000-001 2000.000 HR | 0.80000 1600.00| 0.80000 1600.00| 0.80000 1600.00 ON JOB TRAINING | | | 0410 401001-011 AA1 19006.000 TN | 46.00000 874276.00| 48.00000 912288.00| 46.00000 874276.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0415 401001-012 AA2 18056.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0420 401001-011 AB1 33546.000 TN | 43.75000 1467637.50| 46.00000 1543116.00| 43.75000 1467637.50 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0425 401001-012 AB2 31869.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0430 402001-011 AC1 8436.000 TN | 53.00000 447108.00| 55.00000 463980.00| 53.00000 447108.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0435 402001-012 AC2 8014.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/05 PAGE : 004 -7 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9931602R2 COUNTIES : MARION LETTING DATE : 12/13/05 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 62-1345425 |( 3 ) 55-0328627 |AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0440 604002-016 AD1 1939.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A7 | | | 0445 604076-016 AD2 1939.000 LF | 40.00000 77560.00| 77.00000 149303.00| 42.00000 81438.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0450 604037-016 AD3 1939.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0455 604002-016 AE1 135.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A7 | | | 0460 604076-016 AE2 135.000 LF | 100.00000 13500.00| 77.00000 10395.00| 42.00000 5670.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0465 604057-028 AF1 801.000 LF | 100.00000 80100.00| 120.00000 96120.00| 101.00000 80901.00 48 INCH PRECOATED GALVANIZED STEEL PIPE | | | A7 | | | 0470 604037-028 AF2 801.000 LF | | | 48 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | SECTION TOTALS | $ 8,488,039.29| $ 8,796,466.40| $ 9,591,484.11 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 SIGNING AND PAVEMENT MARKINGS Y002 | | | 0475 657003-001 181.000 LF | 105.00000 19005.00| 50.00000 9050.00| 47.25000 8552.25 TUBULAR SUPPORT, STEEL . | | | 0480 657006-001 256.000 LF | 43.00000 11008.00| 20.00000 5120.00| 18.90000 4838.40 S4X7.7, A-441 SUPPORT, GALVANIZED | | | 0485 657006-005 37.000 LF | 48.00000 1776.00| 25.00000 925.00| 24.15000 893.55 W6X12, A-441 SUPPORT, GALVANIZED | | | 0490 657006-010 886.000 LF | 52.00000 46072.00| 29.00000 25694.00| 28.35000 25118.10 W8X18, A-441 SUPPORT, GALVANIZED | | | 0495 657006-015 98.000 LF | 60.00000 5880.00| 37.00000 3626.00| 35.70000 3498.60 W10X22, A-441 SUPPORT, GALVANIZED | | | 0500 657008-001 336.000 LF | 6.00000 2016.00| 7.00000 2352.00| 6.30000 2116.80 2.00 LB CHANNEL POST | | | 0505 657010-001 599.000 LF | 6.50000 3893.50| 8.00000 4792.00| 7.35000 4402.65 3.00 LB CHANNEL POST | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/05 PAGE : 004 -8 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9931602R2 COUNTIES : MARION LETTING DATE : 12/13/05 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 62-1345425 |( 3 ) 55-0328627 |AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0510 657017-001 50.000 CY | 1030.00000 51500.00| 1000.00000 50000.00| 997.50000 49875.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0515 657018-001 71.000 EA | 100.00000 7100.00| 28.00000 1988.00| 26.25000 1863.75 POST REMOVAL | | | 0520 658001-001 118.300 CY | 670.00000 79261.00| 1000.00000 118300.00| 997.50000 118004.25 CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 0525 658002-001 1.000 EA | 30500.00000 30500.00| 35000.00000 35000.00| 30187.50000 30187.50 OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION 08 | | | 0530 658002-001 1.000 EA | 30500.00000 30500.00| 34000.00000 34000.00| 29137.50000 29137.50 OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION 13 | | | 0535 658002-001 1.000 EA | 30300.00000 30300.00| 34000.00000 34000.00| 28612.50000 28612.50 OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION 16 | | | 0540 658002-001 1.000 EA | 30300.00000 30300.00| 34000.00000 34000.00| 28875.00000 28875.00 OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION 31 | | | 0545 658002-001 1.000 EA | 30400.00000 30400.00| 35000.00000 35000.00| 29400.00000 29400.00 OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION 53 | | | 0550 658002-001 1.000 EA | 30500.00000 30500.00| 36000.00000 36000.00| 29925.00000 29925.00 OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION 62 | | | 0555 658002-001 1.000 EA | 30300.00000 30300.00| 36000.00000 36000.00| 29662.50000 29662.50 OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION 65 | | | 0560 658002-001 1.000 EA | 28200.00000 28200.00| 35000.00000 35000.00| 28350.00000 28350.00 OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION 83 | | | 0565 658003-001 1.000 EA | 54000.00000 54000.00| 52000.00000 52000.00| 49350.00000 49350.00 OVERHEAD SIGN, GALVANIZED STEEL 25/26 | | | 0570 658003-001 1.000 EA | 54000.00000 54000.00| 53000.00000 53000.00| 50400.00000 50400.00 OVERHEAD SIGN, GALVANIZED STEEL 73/74 | | | 0575 659001-001 LUMP | 14000.00000 14000.00| 18000.00000 18000.00| 14700.00000 14700.00 SIGN LIGHTING, TYPE 3 (250W) 08 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/05 PAGE : 004 -9 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9931602R2 COUNTIES : MARION LETTING DATE : 12/13/05 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 62-1345425 |( 3 ) 55-0328627 |AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0580 659001-001 LUMP | 23000.00000 23000.00| 28000.00000 28000.00| 24150.00000 24150.00 SIGN LIGHTING, TYPE 3 (250W) 13 | | | 0585 659001-001 LUMP | 23700.00000 23700.00| 26000.00000 26000.00| 24885.00000 24885.00 SIGN LIGHTING, TYPE 3 (250W) 16 | | | 0590 659001-001 LUMP | 40000.00000 40000.00| 45000.00000 45000.00| 42000.00000 42000.00 SIGN LIGHTING, TYPE 3 (250W) 25/26 | | | 0595 659001-001 LUMP | 500.00000 500.00| 800.00000 800.00| 525.00000 525.00 SIGN LIGHTING, TYPE 3 (250W) 31 | | | 0600 659001-001 LUMP | 500.00000 500.00| 800.00000 800.00| 525.00000 525.00 SIGN LIGHTING, TYPE 3 (250W) 53 | | | 0605 659001-001 LUMP | 22500.00000 22500.00| 27000.00000 27000.00| 23625.00000 23625.00 SIGN LIGHTING, TYPE 3 (250W) 62 | | | 0610 659001-001 LUMP | 19800.00000 19800.00| 23000.00000 23000.00| 20790.00000 20790.00 SIGN LIGHTING, TYPE 3 (250W) 65 | | | 0615 659001-001 LUMP | 16500.00000 16500.00| 20000.00000 20000.00| 17325.00000 17325.00 SIGN LIGHTING, TYPE 3 (250W) 73/74 | | | 0620 659001-001 LUMP | 10500.00000 10500.00| 14000.00000 14000.00| 11025.00000 11025.00 SIGN LIGHTING, TYPE 3 (250W) 83 | | | 0625 661001-001 643.000 SF | 13.80000 8873.40| 19.00000 12217.00| 17.85000 11477.55 0.080 IN FLAT SHEET SIGN | | | 0630 661002-001 8590.000 SF | 15.70000 134863.00| 20.00000 171800.00| 18.40000 158056.00 EXTRUDED PANEL SIGN | | | 0635 661004-001 56.000 EA | 3.00000 168.00| 5.00000 280.00| 3.15000 176.40 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | WHITE | | | 0640 661008-001 8.000 EA | 55.00000 440.00| 60.00000 480.00| 57.75000 462.00 DELINEATOR BRACKET, TYPE C | | | 0645 661013-001 42.000 EA | 24.00000 1008.00| 28.00000 1176.00| 25.20000 1058.40 PLASTIC DELINEATOR POST, WHITE | | | 0650 661020-001 98.000 EA | 8.00000 784.00| 12.00000 1176.00| 10.00000 980.00 DELINEATOR, TYPE B-1 | | | 0655 663001-004 18145.000 LF | 0.10000 1814.50| 0.11000 1995.95| 0.11000 1995.95 EDGE LINE, TYPE II (WHITE) | | | 0660 663001-004 17225.000 LF | 0.10000 1722.50| 0.11000 1894.75| 0.11000 1894.75 EDGE LINE, TYPE II (YELLOW) | | | 0665 663002-005 8975.000 LF | 0.15000 1346.25| 0.11000 987.25| 0.11000 987.25 LANE LINE OR CENTERLINE, TYPE II . | | | 0670 663004-004 1985.000 LF | 0.25000 496.25| 0.20000 397.00| 0.18000 357.30 CHANNELIZING LINE, TYPE II (8") | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/05 PAGE : 004 -10 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9931602R2 COUNTIES : MARION LETTING DATE : 12/13/05 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 62-1345425 |( 3 ) 55-0328627 |AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0675 663007-010 350.000 LF | 9.00000 3150.00| 15.00000 5250.00| 12.60000 4410.00 STRIPE, TYPE V WHITE (24") | | | 0680 663007-010 2050.000 LF | 9.00000 18450.00| 15.00000 30750.00| 12.60000 25830.00 STRIPE, TYPE V YELLOW (24") | | | 0685 663007-015 2245.000 LF | 4.00000 8980.00| 15.00000 33675.00| 12.60000 28287.00 STRIPE, TYPE VIIB WHITE (24") | | | 0690 663010-010 6.000 EA | 150.00000 900.00| 500.00000 3000.00| 420.00000 2520.00 LANE ARROW, TYPE V | | | 0695 663012-208 510.000 EA | 18.00000 9180.00| 30.00000 15300.00| 26.25000 13387.50 RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 939,687.40| $ 1,088,825.95| $ 984,493.45 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 WATERLINE RELOCATION Y060 | | | 0700 604017-032 22.000 LF | 700.00000 15400.00| 525.00000 11550.00| 768.00000 16896.00 60 INCH STRUCTURAL PLATE PIPE, C6 | | | 0705 639001-001 LUMP | 15000.00000 15000.00| 10000.00000 10000.00| 4000.00000 4000.00 CONSTRUCTION LAYOUT STAKE | | | 0710 670004-181 61.000 LF | 71.00000 4331.00| 82.00000 5002.00| 115.00000 7015.00 4 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 50 | | | 0715 670004-261 70.000 LF | 180.00000 12600.00| 197.00000 13790.00| 619.00000 43330.00 12 INCH DUCTILE IRON PIPE, TYPE I, | | | CLASS 50 | | | 0720 670004-341 564.000 LF | 160.00000 90240.00| 176.00000 99264.00| 200.00000 112800.00 20 INCH DUTICLE IRON PIPE, TYPE I, | | | CLASS 50 | | | 0725 670009-260 2.000 EA | 2375.00000 4750.00| 2000.00000 4000.00| 2105.00000 4210.00 12 INCH GATE VALVE AND VALVE BOX | | | 0730 670009-340 2.000 EA | 10600.00000 21200.00| 9500.00000 19000.00| 10400.00000 20800.00 20 INCH GATE VALVE AND VALVE BOX | | | 0740 670010-620 206.000 LF | 735.00000 151410.00| 825.00000 169950.00| 675.00000 139050.00 48 INCH STEEL CASING PIPE, THICKNESS 0. | | | 3125" | | | SECTION TOTALS | $ 314,931.00| $ 332,556.00| $ 348,101.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 SANITARY SEWERLINE RELOCATION Y060 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/05 PAGE : 004 -11 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9931602R2 COUNTIES : MARION LETTING DATE : 12/13/05 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 62-1345425 |( 3 ) 55-0328627 |AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0745 639001-001 LUMP | 5000.00000 5000.00| 2500.00000 2500.00| 1000.00000 1000.00 CONSTRUCTION LAYOUT STAKE | | | 0750 675007-016 142.000 LF | 53.00000 7526.00| 39.00000 5538.00| 51.00000 7242.00 3 INCH PLASTIC SEWER PIPE SCR 26 | | | 0755 675021-200 20.000 LF | 170.00000 3400.00| 80.00000 1600.00| 105.00000 2100.00 6 INCH STEEL CASING PIPE, THICKNESS 0. | | | 1890" | | | SECTION TOTALS | $ 15,926.00| $ 9,638.00| $ 10,342.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 COMPUTER SYSTEM I000 | | | 0760 640004-001 LUMP | 3500.00000 3500.00| 4000.00000 4000.00| 5000.00000 5000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 3,500.00| $ 4,000.00| $ 5,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 GRADE, DRAIN, PAVE I000 | | | 0765 201001-000 1.000 LS | 175000.00000 175000.00| 125000.00000 125000.00| 1.00000 1.00 CLEARING AND GRUBBING | | | 0770 204001-000 LUMP | 160000.00000 160000.00| 125000.00000 125000.00| 150000.00000 150000.00 MOBILIZATION | | | 0775 207001-001 5801.000 CY | 17.00000 98617.00| 9.25000 53659.25| 13.90000 80633.90 UNCLASSIFIED EXCAVATION | | | 0780 207002-000 1171.000 CY | 22.00000 25762.00| 32.00000 37472.00| 32.10000 37589.10 SUBGRADE | | | 0785 207034-000 10547.000 SY | 1.40000 14765.80| 1.00000 10547.00| 1.20000 12656.40 FABRIC FOR SEPARATION | | | 0790 307001-000 58.000 CY | 66.00000 3828.00| 52.00000 3016.00| 41.65000 2415.70 AGGREGATE BASE COURSE, CLASS 10 | | | 0795 311006-001 846.000 CY | 66.00000 55836.00| 69.00000 58374.00| 66.00000 55836.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0800 408002-001 2049.000 GA | 2.00000 4098.00| 3.00000 6147.00| 2.50000 5122.50 BITUMINOUS MATERIAL | | | 0805 415005-001 9600.000 SY | 1.30000 12480.00| 1.00000 9600.00| 1.90000 18240.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0810 502001-012 606.000 SY | 183.00000 110898.00| 140.00000 84840.00| 165.00000 99990.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/05 PAGE : 004 -12 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9931602R2 COUNTIES : MARION LETTING DATE : 12/13/05 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 62-1345425 |( 3 ) 55-0328627 |AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0815 601002-001 2.000 CY | 1500.00000 3000.00| 1000.00000 2000.00| 1601.25000 3202.50 CLASS B CONCRETE | | | 0820 605004-001 8.000 EA | 1760.00000 14080.00| 1300.00000 10400.00| 1968.75000 15750.00 TYPE B INLET | | | 0825 605009-001 2.000 EA | 1875.00000 3750.00| 1600.00000 3200.00| 2362.50000 4725.00 TYPE G INLET | | | 0830 605053-001 5.000 EA | 1270.00000 6350.00| 450.00000 2250.00| 1399.65000 6998.25 CONCRETE INLET CAP | | | 0835 606029-001 3069.000 LF | 5.44000 16695.36| 9.00000 27621.00| 5.50000 16879.50 FREE DRAINING BASE TRENCH | | | 0840 606030-001 116.000 LF | 9.00000 1044.00| 19.50000 2262.00| 9.90000 1148.40 OUTLET PIPE, . | | | 0845 607001-001 514.000 LF | 12.50000 6425.00| 14.00000 7196.00| 13.15000 6759.10 TYPE 1 GUARDRAIL, CLASS I | | | 0850 607006-001 2.000 EA | 1200.00000 2400.00| 1500.00000 3000.00| 1260.00000 2520.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0855 607010-020 1868.000 LF | 1.50000 2802.00| 2.00000 3736.00| 1.60000 2988.80 GUARDRAIL REMOVAL | | | 0860 607066-001 1.000 EA | 1575.00000 1575.00| 1750.00000 1750.00| 1653.75000 1653.75 TANGENT END TERMINAL | | | 0865 608001-004 100.000 LF | 25.00000 2500.00| 28.00000 2800.00| 26.25000 2625.00 5 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0870 610006-007 1082.000 LF | 64.00000 69248.00| 60.00000 64920.00| 66.00000 71412.00 MEDIAN, TYPE VII | | | 0875 610021-001 472.000 LF | 83.00000 39176.00| 75.00000 35400.00| 76.00000 35872.00 SINGLE FACED BARRIER | | | 0880 633001-001 1076.000 SY | 100.00000 107600.00| 65.00000 69940.00| 77.60000 83497.60 CONCRETE GUTTER | | | 0885 633001-001 58.000 SY | 289.00000 16762.00| 105.00000 6090.00| 173.25000 10048.50 CONCRETE GUTTER ,MODIFIED | | | 0890 633003-001 111.000 CY | 45.00000 4995.00| 50.00000 5550.00| 40.45000 4489.95 DUMPED ROCK GUTTER | | | 0895 637001-001 12.000 MG | 50.00000 600.00| 36.00000 432.00| 90.00000 1080.00 WATER FOR DUST PALLIATIVE | | | 0900 639001-001 LUMP | 25000.00000 25000.00| 52000.00000 52000.00| 1.00000 1.00 CONSTRUCTION LAYOUT STAKE | | | 0905 642004-001 17.000 LB | 5.00000 85.00| 6.00000 102.00| 5.25000 89.25 SEED MIXTURE, TEMPORARY | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/05 PAGE : 004 -13 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9931602R2 COUNTIES : MARION LETTING DATE : 12/13/05 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 62-1345425 |( 3 ) 55-0328627 |AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0910 642004-002 17.000 LB | 6.00000 102.00| 7.00000 119.00| 6.30000 107.10 SEED MIXTURE, B | | | 0915 642005-001 3.000 TN | 370.00000 1110.00| 400.00000 1200.00| 388.50000 1165.50 MULCH, STRAW OR HAY | | | 0920 642006-001 3.000 TN | 300.00000 900.00| 350.00000 1050.00| 315.00000 945.00 FERTILIZER | | | 0925 642010-001 3.000 TN | 10.00000 30.00| 20.00000 60.00| 10.50000 31.50 AGRICULTURAL LIMESTONE | | | 0930 642011-001 40.000 EA | 10.00000 400.00| 6.00000 240.00| 25.00000 1000.00 HAY OR STRAW BALE | | | 0935 642012-001 2478.000 LF | 2.50000 6195.00| 2.00000 4956.00| 0.01000 24.78 SILT FENCE | | | 0940 652001-001 2.700 TN | 10.00000 27.00| 20.00000 54.00| 10.50000 28.35 AGRICULTURAL LIMESTONE | | | 0945 652002-001 1.100 TN | 300.00000 330.00| 350.00000 385.00| 315.00000 346.50 FERTILIZER, 10-20-10 | | | 0950 652003-001 109.000 LB | 3.00000 327.00| 5.00000 545.00| 3.15000 343.35 SEED MIXTURES, B, C-1, OR C-2 | | | 0955 652003-002 33.000 LB | 6.00000 198.00| 7.00000 231.00| 6.30000 207.90 SEED MIXTURE, D | | | 0960 652004-001 3.400 TN | 370.00000 1258.00| 400.00000 1360.00| 388.50000 1320.90 STRAW OR HAY MULCH | | | 0965 655002-001 247.000 SY | 4.00000 988.00| 6.00000 1482.00| 4.20000 1037.40 PERMANENT EROSION MATTING, TYPE B | | | 0970 662002-001 LUMP | 1250.00000 1250.00| 1700.00000 1700.00| 1312.50000 1312.50 GALVANIZED STEEL CONDUIT ,1 1/2 INCH | | | 0975 662002-001 LUMP | 8800.00000 8800.00| 10000.00000 10000.00| 9240.00000 9240.00 GALVANIZED STEEL CONDUIT ,2 INCH | | | 0980 662006-001 2.000 EA | 1100.00000 2200.00| 1500.00000 3000.00| 1155.00000 2310.00 JUNCTION BOX, TYPE A | | | 0985 662006-001 3.000 EA | 1670.00000 5010.00| 2000.00000 6000.00| 1753.50000 5260.50 JUNCTION BOX, TYPE H MODIFIED, 18 INCH | | | X 18 INCH | | | 0990 699000-001 1000.000 HR | 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 ON JOB TRAINING | | | 0995 401001-011 BA1 4370.000 TN | 43.75000 191187.50| 46.00000 201020.00| 43.75000 191187.50 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/05 PAGE : 004 -14 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9931602R2 COUNTIES : MARION LETTING DATE : 12/13/05 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 62-1345425 |( 3 ) 55-0328627 |AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1000 401001-012 BA2 3977.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 1005 401001-011 BB1 1781.000 TN | 46.00000 81926.00| 48.00000 85488.00| 46.00000 81926.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 1010 401001-012 BB2 1621.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 1015 402001-011 BC1 1294.000 TN | 53.00000 68582.00| 55.00000 71170.00| 53.00000 68582.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 1020 402001-012 BC2 1177.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 1025 604002-016 BD1 809.000 LF | | 80.00000 64720.00| 31.00000 25079.00 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1030 604025-016 BD2 809.000 LF | 41.00000 33169.00| | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 1035 604037-016 BD3 809.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 1040 604002-020 BE1 120.000 LF | 72.00000 8640.00| 96.00000 11520.00| 61.50000 7380.00 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1045 604025-020 BE2 120.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 1050 604037-020 BE3 120.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | SECTION TOTALS | $ 1,398,801.66| $ 1,281,404.25| $ 1,133,860.98 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0007 BRIDGE #10387 X231 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/05 PAGE : 004 -15 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9931602R2 COUNTIES : MARION LETTING DATE : 12/13/05 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 62-1345425 |( 3 ) 55-0328627 |AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1055 203001-000 LUMP | 250000.00000 250000.00| 637000.00000 637000.00| 209000.00000 209000.00 DISMANTLING STRUCTURE ,REMOVAL OF | | | EXISTING BRIDGE | | | 1060 207034-000 467.000 SY | 1.25000 583.75| 2.00000 934.00| 0.92000 429.64 FABRIC FOR SEPARATION | | | 1065 212001-000 1206.000 CY | 60.00000 72360.00| 21.00000 25326.00| 28.00000 33768.00 STRUCTURE EXCAVATION | | | 1070 212005-000 176.000 CY | 100.00000 17600.00| 65.00000 11440.00| 90.00000 15840.00 SELECT MATERIAL FOR BACKFILLING | | | 1075 218004-001 2214.000 SY | 30.00000 66420.00| 20.00000 44280.00| 40.00000 88560.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 1080 601002-001 772.000 CY | 450.00000 347400.00| 586.00000 452392.00| 520.00000 401440.00 CLASS B CONCRETE | | | 1085 601003-001 73.000 CY | 700.00000 51100.00| 751.00000 54823.00| 680.00000 49640.00 CLASS K CONCRETE | | | 1090 601009-001 929.000 CY | 675.00000 627075.00| 696.00000 646584.00| 725.00000 673525.00 CLASS H CONCRETE | | | 1095 601014-001 LUMP | 3500.00000 3500.00| 2500.00000 2500.00| 1000.00000 1000.00 TEST SLAB | | | 1100 601025-001 142.000 CY | 690.00000 97980.00| 626.00000 88892.00| 610.00000 86620.00 MODIFIED CONCRETE, CLASS B ,4500 PSI | | | 1105 602001-001 110722.000 LB | 1.15000 127330.30| 1.00000 110722.00| 1.05000 116258.10 REINFORCING STEEL BAR | | | 1110 602002-001 379987.000 LB | 1.20000 455984.40| 1.10000 417985.70| 1.18000 448384.66 EPOXY COATED REINFORCING STEEL BAR | | | 1115 615001-001 467468.000 LS | 900000.00000 900000.00| 820000.00000 820000.00| 865100.00000 865100.00 STEEL SUPERSTRUCTURE | | | 1120 615029-001 24.000 EA | 900.00000 21600.00| 700.00000 16800.00| 700.00000 16800.00 NON-GUIDED BEARING, ELASTOMERIC | | | 1125 615030-001 24.000 EA | 980.00000 23520.00| 500.00000 12000.00| 545.00000 13080.00 FIXED BEARING, . | | | 1130 625001-014 381.000 LF | 340.00000 129540.00| 210.00000 80010.00| 274.00000 104394.00 42 INCH DIAMETER DRILLED CAISSONS | | | 1135 625001-018 85.000 LF | 690.00000 58650.00| 300.00000 25500.00| 565.00000 48025.00 54 INCH DIAMETER DRILLED CAISSONS | | | 1140 625003-012 155.000 LF | 320.00000 49600.00| 330.00000 51150.00| 223.00000 34565.00 36 INCH ROCK SOCKET FOUNDATION | | | 1145 625003-016 273.000 LF | 475.00000 129675.00| 500.00000 136500.00| 338.50000 92410.50 48 INCH ROCK SOCKET FOUNDATION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/05 PAGE : 004 -16 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9931602R2 COUNTIES : MARION LETTING DATE : 12/13/05 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 62-1345425 |( 3 ) 55-0328627 |AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1150 625004-018 LUMP | 35000.00000 35000.00| 24000.00000 24000.00| 26000.00000 26000.00 54 INCH DRILLED CAISSON TEST HOLE | | | 1155 625005-001 1174.000 LF | 34.00000 39916.00| 30.00000 35220.00| 28.00000 32872.00 PREINSTALLATION CORE HOLE | | | 1160 639001-001 LUMP | 25000.00000 25000.00| 50000.30000 50000.30| 15000.00000 15000.00 CONSTRUCTION LAYOUT STAKE | | | 1165 662002-001 LUMP | 3100.00000 3100.00| 900.00000 900.00| 8850.00000 8850.00 GALVANIZED STEEL CONDUIT , 1 INCH | | | 1170 662002-001 LUMP | 19000.00000 19000.00| 20000.00000 20000.00| 8850.00000 8850.00 GALVANIZED STEEL CONDUIT , 2 INCH | | | 1175 662006-001 2.000 EA | 1100.00000 2200.00| 1300.00000 2600.00| 1000.00000 2000.00 JUNCTION BOX, TYPE A, MODIFIED | | | SECTION TOTALS | $ 3,554,134.45| $ 3,797,559.00| $ 3,392,411.90 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0008 WALL A Y007 | | | 1180 207034-000 180.000 SY | 1.80000 324.00| 2.00000 360.00| 0.86000 154.80 FABRIC FOR SEPARATION | | | 1185 212001-000 93.000 CY | 45.00000 4185.00| 25.00000 2325.00| 24.00000 2232.00 STRUCTURE EXCAVATION | | | 1190 212005-000 48.000 CY | 100.00000 4800.00| 70.00000 3360.00| 100.00000 4800.00 SELECT MATERIAL FOR BACKFILLING | | | 1195 601002-001 64.000 CY | 460.00000 29440.00| 510.00000 32640.00| 540.00000 34560.00 CLASS B CONCRETE | | | 1200 601003-001 17.000 CY | 685.00000 11645.00| 825.00000 14025.00| 850.00000 14450.00 CLASS K CONCRETE | | | 1205 602001-001 3750.000 LB | 1.60000 6000.00| 1.00000 3750.00| 1.02000 3825.00 REINFORCING STEEL BAR | | | 1210 602002-001 5113.000 LB | 1.40000 7158.20| 1.10000 5624.30| 1.10000 5624.30 EPOXY COATED REINFORCING STEEL BAR | | | 1215 614001-111 823.000 LF | 99.00000 81477.00| 80.00000 65840.00| 91.00000 74893.00 W12X58 STEEL PILE | | | 1220 614003-001 1232.000 SF | 15.00000 18480.00| 12.00000 14784.00| 22.00000 27104.00 CONCRETE LAGGING, THICKNESS 6 INCH | | | 1225 639001-001 LUMP | 25000.00000 25000.00| 10000.70000 10000.70| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKE | | | 1230 662002-001 LUMP | 600.00000 600.00| 900.00000 900.00| 1325.00000 1325.00 GALVANIZED STEEL CONDUIT , 1 INCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/05 PAGE : 004 -17 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9931602R2 COUNTIES : MARION LETTING DATE : 12/13/05 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 62-1345425 |( 3 ) 55-0328627 |AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1235 662002-001 LUMP | 9000.00000 9000.00| 10000.00000 10000.00| 6650.00000 6650.00 GALVANIZED STEEL CONDUIT , 2 INCH | | | 1240 662006-001 1.000 EA | 1100.00000 1100.00| 1300.00000 1300.00| 1000.00000 1000.00 JUNCTION BOX, TYPE A, MODIFIED | | | SECTION TOTALS | $ 199,209.20| $ 164,909.00| $ 178,618.10 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0009 WALL B Y007 | | | 1245 639001-001 LUMP | 15000.00000 15000.00| 8000.00000 8000.00| 1000.00000 1000.00 CONSTRUCTION LAYOUT STAKE | | | 1250 626002-001 BF1 515.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 1255 626002-002 BF2 515.000 SF | | | 54.40000 28016.00 MSE RETAINING WALL, REINFORCED EARTH | | | 1260 626002-003 BF3 515.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 1265 626002-004 BF4 515.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 1270 626002-005 BF5 515.000 SF | | | MSE RETAINING WALL, ARES | | | 1275 626003-101 BF6 515.000 SF | | | MSE MODULAR BLOCK RETAINING WALL, CLASS | | | I, KEYSYSTEM I | | | 1280 626003-102 BF7 515.000 SF | | | MSE MODULAR BLOCK RETAINING WALL, CLASS | | | I, MESA | | | 1285 626003-103 BF8 515.000 SF | 75.00000 38625.00| 80.00000 41200.00| MSE MODULAR BLOCK RETAINING WALL, CLASS | | | I, LANDMARK | | | SECTION TOTALS | $ 53,625.00| $ 49,200.00| $ 29,016.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0010 WALL C Y007 | | | 1290 639001-001 LUMP | 15000.00000 15000.00| 10001.40000 10001.40| 1000.00000 1000.00 CONSTRUCTION LAYOUT STAKE | | | 1295 626002-001 BG1 1033.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 1300 626002-002 BG2 1033.000 SF | | | 56.25000 58106.25 MSE RETAINING WALL, REINFORCED EARTH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/05 PAGE : 004 -18 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9931602R2 COUNTIES : MARION LETTING DATE : 12/13/05 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 62-1345425 |( 3 ) 55-0328627 |AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1305 626002-003 BG3 1033.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 1310 626002-004 BG4 1033.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 1315 626002-005 BG5 1033.000 SF | | | MSE RETAINING WALL, ARES | | | 1320 626003-101 BG6 1033.000 SF | | | MSE MODULAR BLOCK RETAINING WALL, CLASS | | | I, KEYSYSTEM I | | | 1325 626003-102 BG7 1033.000 SF | | | MSE MODULAR BLOCK RETAINING WALL, CLASS | | | I, MESA | | | 1330 626003-103 BG8 1033.000 SF | 62.00000 64046.00| 80.00000 82640.00| MSE MODULAR BLOCK RETAINING WALL, CLASS | | | I, LANDMARK | | | SECTION TOTALS | $ 79,046.00| $ 92,641.40| $ 59,106.25 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 15,046,900.00| $ 15,587,200.00| $ 15,732,433.79 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/05 PAGE : 004 -19 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9931602R2 COUNTIES : MARION LETTING DATE : 12/13/05 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0609442 |( 5 ) 55-0481221 |( ) |MEC CONSTRUCTION, INC. |MOUNTAINEER CONTRACTORS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN, PAVE I000 | | | 0005 201001-000 1.000 LS | 305500.00000 305500.00| 750000.00000 750000.00| CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 340841.00000 340841.00| 600000.00000 600000.00| MOBILIZATION | | | 0015 207001-001 128849.000 CY | 13.50000 1739461.50| 12.70000 1636382.30| UNCLASSIFIED EXCAVATION | | | 0020 207002-000 8236.000 CY | 42.00000 345912.00| 35.50000 292378.00| SUBGRADE | | | 0025 207034-000 84375.000 SY | 1.00000 84375.00| 1.00000 84375.00| FABRIC FOR SEPARATION | | | 0030 211002-000 200.000 CY | 42.00000 8400.00| 57.25000 11450.00| ROCK BORROW EXCAVATION | | | 0035 218007-000 9000.000 SY | 1.30000 11700.00| 1.80000 16200.00| FABRIC FOR EROSION CONTROL | | | 0040 307001-000 2150.000 CY | 42.00000 90300.00| 47.75000 102662.50| AGGREGATE BASE COURSE, CLASS 1 | | | 0045 307001-000 465.000 CY | 42.00000 19530.00| 61.50000 28597.50| AGGREGATE BASE COURSE, CLASS 10 | | | 0050 311006-001 6178.000 CY | 73.00000 450994.00| 69.50000 429371.00| OPEN GRADED FREE DRAINING BASE COURSE | | | 0055 408002-001 1660.000 GA | 2.80000 4648.00| 2.00000 3320.00| BITUMINOUS MATERIAL | | | 0060 415005-001 53124.000 SY | 0.68000 36124.32| 1.50000 79686.00| REMOVE EXISTING PAVEMENT SURFACE | | | 0065 601002-001 50.000 CY | 1320.00000 66000.00| 1600.00000 80000.00| CLASS B CONCRETE | | | 0070 601046-001 3.000 EA | 2450.00000 7350.00| 2050.00000 6150.00| MODIFIED CONCRETE END POST | | | 0075 604002-006 600.000 LF | 34.00000 20400.00| 19.00000 11400.00| 8 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0080 604037-016 47.000 LF | 72.00000 3384.00| 77.70000 3651.90| 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0085 604037-024 18.000 LF | 120.00000 2160.00| 198.00000 3564.00| 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/05 PAGE : 004 -20 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9931602R2 COUNTIES : MARION LETTING DATE : 12/13/05 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0609442 |( 5 ) 55-0481221 |( ) |MEC CONSTRUCTION, INC. |MOUNTAINEER CONTRACTORS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 604057-022 43.000 LF | 85.00000 3655.00| 150.00000 6450.00| 30 INCH PRECOATED GALVANIZED STEEL PIPE | | | A7 | | | 0095 604057-024 32.000 LF | 100.00000 3200.00| 115.00000 3680.00| 36 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 0100 604057-036 56.000 LF | 160.00000 8960.00| 490.00000 27440.00| 72 INCH PRECOATED GALVANIZED STEEL PIPE | | | A5 | | | 0105 605004-001 2.000 EA | 2500.00000 5000.00| 1700.00000 3400.00| TYPE B INLET | | | 0110 605009-001 8.000 EA | 3200.00000 25600.00| 2300.00000 18400.00| TYPE G INLET | | | 0115 605010-001 17.000 EA | 3500.00000 59500.00| 4950.00000 84150.00| TYPE H INLET | | | 0120 605039-001 7.000 EA | 3500.00000 24500.00| 3500.00000 24500.00| JUNCTION BOX | | | 0125 605053-001 14.000 EA | 420.00000 5880.00| 1200.00000 16800.00| CONCRETE INLET CAP | | | 0130 606029-001 25212.000 LF | 9.00000 226908.00| 7.00000 176484.00| FREE DRAINING BASE TRENCH | | | 0135 606030-001 1002.000 LF | 20.00000 20040.00| 18.00000 18036.00| OUTLET PIPE, . | | | 0140 607001-001 7913.000 LF | 13.50000 106825.50| 10.50000 83086.50| TYPE 1 GUARDRAIL, CLASS I | | | 0145 607006-001 1.000 EA | 1350.00000 1350.00| 1200.00000 1200.00| THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0150 607030-001 5.000 EA | 500.00000 2500.00| 450.00000 2250.00| SPECIAL TRAILING END TERMINAL | | | 0155 607065-001 2.000 EA | 1500.00000 3000.00| 1320.00000 2640.00| FLARED END TERMINAL | | | 0160 607066-001 2.000 EA | 1780.00000 3560.00| 1575.00000 3150.00| TANGENT END TERMINAL | | | 0165 610006-007 1905.000 LF | 68.00000 129540.00| 62.00000 118110.00| MEDIAN, TYPE VII | | | 0170 610006-007 5203.000 LF | 109.00000 567127.00| 125.00000 650375.00| MEDIAN, TYPE VII (MODIFIED) | | | 0175 610021-001 1100.000 LF | 78.00000 85800.00| 89.00000 97900.00| SINGLE FACED BARRIER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/05 PAGE : 004 -21 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9931602R2 COUNTIES : MARION LETTING DATE : 12/13/05 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0609442 |( 5 ) 55-0481221 |( ) |MEC CONSTRUCTION, INC. |MOUNTAINEER CONTRACTORS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0180 633001-001 1583.000 SY | 114.00000 180462.00| 97.50000 154342.50| CONCRETE GUTTER | | | 0185 633003-001 168.000 CY | 32.00000 5376.00| 61.50000 10332.00| DUMPED ROCK GUTTER | | | 0190 636007-001 45000.000 LF | 0.56000 25200.00| 0.35000 15750.00| ERADICATION OF PAVEMENT MARKING | | | 0195 636008-001 110000.000 LF | 0.14000 15400.00| 0.25000 27500.00| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0200 636009-001 8000.000 LF | 1.13000 9040.00| 0.95000 7600.00| TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0205 636011-001 103080.000 UN | 0.73000 75248.40| 0.01000 1030.80| TRAFFIC CONTROL DEVICE | | | 0210 636012-010 10.000 EA | 35.00000 350.00| 250.00000 2500.00| PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0215 636013-001 550.000 EA | 3.50000 1925.00| 2.50000 1375.00| INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0220 636014-001 400.000 HR | 55.75000 22300.00| 60.00000 24000.00| FLAGGER | | | 0225 636014-002 600.000 HR | 23.00000 13800.00| 35.00000 21000.00| TRAFFIC DIRECTOR | | | 0230 636017-001 19080.000 LF | 24.87000 474519.60| 35.30000 673524.00| TEMPORARY CONCRETE BARRIER | | | 0235 636018-001 22500.000 LF | 4.00000 90000.00| 5.00000 112500.00| REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0240 636021-001 100.000 DA | 11.50000 1150.00| 9.00000 900.00| ELECTRIC ARROW | | | 0245 636022-001 2400.000 DA | 0.01000 24.00| 35.00000 84000.00| CHANGAEBLE MESSAGE SIGN | | | 0250 636025-001 12000.000 DA | 1.13000 13560.00| 1.25000 15000.00| WARNING LIGHTS, TYPE B | | | 0255 636025-001 70000.000 DA | 0.45000 31500.00| 0.35000 24500.00| WARNING LIGHTS, TYPE C | | | 0260 636028-001 60.000 DA | 115.00000 6900.00| 100.00000 6000.00| SHADOW VEHICLE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/05 PAGE : 004 -22 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9931602R2 COUNTIES : MARION LETTING DATE : 12/13/05 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0609442 |( 5 ) 55-0481221 |( ) |MEC CONSTRUCTION, INC. |MOUNTAINEER CONTRACTORS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0265 636029-001 600.000 DA | 325.00000 195000.00| 600.00000 360000.00| ROADSIDE ASSISTANCE SERVICE | | | 0270 636030-001 1200.000 DA | 0.01000 12.00| 25.00000 30000.00| SPEED MONITORING TRAILER | | | 0275 637001-001 120.000 MG | 12.00000 1440.00| 69.00000 8280.00| WATER FOR DUST PALLIATIVE | | | 0280 639001-001 LUMP | 57000.00000 57000.00| 910332.65000 910332.65| CONSTRUCTION LAYOUT STAKE | | | 0285 640002-001 30.000 MO | 900.00000 27000.00| 1850.00000 55500.00| LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0290 640003-001 LUMP | 5000.00000 5000.00| 500.00000 500.00| BUILDING EQUIPMENT | | | 0295 642001-001 17763.000 LF | 0.01000 177.63| 0.75000 13322.25| TEMPORARY BERM | | | 0300 642002-001 200.000 LF | 20.00000 4000.00| 37.50000 7500.00| SLOPE DRAIN | | | 0305 642004-003 2487.000 LB | 6.75000 16787.25| 6.00000 14922.00| SEED MIXTURE, D | | | 0310 642005-001 58.000 TN | 340.00000 19720.00| 325.00000 18850.00| MULCH, STRAW OR HAY | | | 0315 642005-002 3.000 TN | 340.00000 1020.00| 1150.00000 3450.00| MULCH, WOOD CELLULOSE FIBER | | | 0320 642006-001 15.000 TN | 450.00000 6750.00| 600.00000 9000.00| FERTILIZER | | | 0325 642007-001 6370.000 SY | 1.58000 10064.60| 1.48000 9427.60| FIBER MATTING | | | 0330 642009-001 21500.000 LF | 0.01000 215.00| 1.90000 40850.00| CONTOUR DITCH | | | 0335 642010-001 27.000 TN | 17.00000 459.00| 20.00000 540.00| AGRICULTURAL LIMESTONE | | | 0340 642012-001 14400.000 LF | 3.35000 48240.00| 2.25000 32400.00| SILT FENCE | | | 0345 642031-001 378.000 EA | 75.00000 28350.00| 67.50000 25515.00| DITCH CHECK | | | 0350 642033-001 891.000 CY | 3.10000 2762.10| 20.00000 17820.00| SEDIMENT TRAP | | | 0355 652001-001 27.000 TN | 17.00000 459.00| 20.00000 540.00| AGRICULTURAL LIMESTONE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/05 PAGE : 004 -23 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9931602R2 COUNTIES : MARION LETTING DATE : 12/13/05 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0609442 |( 5 ) 55-0481221 |( ) |MEC CONSTRUCTION, INC. |MOUNTAINEER CONTRACTORS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0360 652002-001 8.000 TN | 480.00000 3840.00| 700.00000 5600.00| FERTILIZER, 10-20-10 | | | 0365 652003-001 216.000 LB | 5.10000 1101.60| 3.00000 648.00| SEED MIXTURES, B, C-1, OR C-2 | | | 0370 652003-002 1098.000 LB | 6.80000 7466.40| 6.00000 6588.00| SEED MIXTURE, D | | | 0375 652004-001 29.000 TN | 425.00000 12325.00| 325.00000 9425.00| STRAW OR HAY MULCH | | | 0380 652004-002 3.000 TN | 1700.00000 5100.00| 1175.00000 3525.00| WOOD CELLULOSE FIBER MULCH | | | 0385 655001-001 440.000 SY | 1.92000 844.80| 1.65000 726.00| MATTING | | | 0390 655002-001 3887.000 SY | 4.35000 16908.45| 4.25000 16519.75| PERMANENT EROSION MATTING, TYPE B | | | 0395 664001-008 10.000 EA | 5200.00000 52000.00| 4300.00000 43000.00| IMPACT ATTENUATING DEVICE, TYPE IV | | | 0400 664001-009 14.000 EA | 1500.00000 21000.00| 1300.00000 18200.00| REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 0405 699000-001 2000.000 HR | 0.80000 1600.00| 0.80000 1600.00| ON JOB TRAINING | | | 0410 401001-011 AA1 19006.000 TN | 52.00000 988312.00| 48.00000 912288.00| SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0415 401001-012 AA2 18056.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0420 401001-011 AB1 33546.000 TN | 50.00000 1677300.00| 45.00000 1509570.00| SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0425 401001-012 AB2 31869.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0430 402001-011 AC1 8436.000 TN | 60.00000 506160.00| 57.50000 485070.00| SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0435 402001-012 AC2 8014.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/05 PAGE : 004 -24 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9931602R2 COUNTIES : MARION LETTING DATE : 12/13/05 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0609442 |( 5 ) 55-0481221 |( ) |MEC CONSTRUCTION, INC. |MOUNTAINEER CONTRACTORS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0440 604002-016 AD1 1939.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A7 | | | 0445 604076-016 AD2 1939.000 LF | 65.00000 126035.00| 50.00000 96950.00| 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0450 604037-016 AD3 1939.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0455 604002-016 AE1 135.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A7 | | | 0460 604076-016 AE2 135.000 LF | 65.00000 8775.00| 50.00000 6750.00| 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0465 604057-028 AF1 801.000 LF | 130.00000 104130.00| 114.00000 91314.00| 48 INCH PRECOATED GALVANIZED STEEL PIPE | | | A7 | | | 0470 604037-028 AF2 801.000 LF | | | 48 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | SECTION TOTALS | $ 9,744,135.15| $ 11,425,617.25| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 SIGNING AND PAVEMENT MARKINGS Y002 | | | 0475 657003-001 181.000 LF | 51.00000 9231.00| 45.00000 8145.00| TUBULAR SUPPORT, STEEL . | | | 0480 657006-001 256.000 LF | 20.00000 5120.00| 18.00000 4608.00| S4X7.7, A-441 SUPPORT, GALVANIZED | | | 0485 657006-005 37.000 LF | 26.00000 962.00| 23.00000 851.00| W6X12, A-441 SUPPORT, GALVANIZED | | | 0490 657006-010 886.000 LF | 30.50000 27023.00| 27.00000 23922.00| W8X18, A-441 SUPPORT, GALVANIZED | | | 0495 657006-015 98.000 LF | 38.50000 3773.00| 34.00000 3332.00| W10X22, A-441 SUPPORT, GALVANIZED | | | 0500 657008-001 336.000 LF | 6.80000 2284.80| 6.00000 2016.00| 2.00 LB CHANNEL POST | | | 0505 657010-001 599.000 LF | 7.90000 4732.10| 7.00000 4193.00| 3.00 LB CHANNEL POST | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/05 PAGE : 004 -25 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9931602R2 COUNTIES : MARION LETTING DATE : 12/13/05 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0609442 |( 5 ) 55-0481221 |( ) |MEC CONSTRUCTION, INC. |MOUNTAINEER CONTRACTORS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0510 657017-001 50.000 CY | 1150.00000 57500.00| 950.00000 47500.00| CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0515 657018-001 71.000 EA | 28.00000 1988.00| 25.00000 1775.00| POST REMOVAL | | | 0520 658001-001 118.300 CY | 1075.00000 127172.50| 950.00000 112385.00| CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 0525 658002-001 1.000 EA | 32500.00000 32500.00| 28750.00000 28750.00| OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION 08 | | | 0530 658002-001 1.000 EA | 31400.00000 31400.00| 27750.00000 27750.00| OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION 13 | | | 0535 658002-001 1.000 EA | 31000.00000 31000.00| 27250.00000 27250.00| OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION 16 | | | 0540 658002-001 1.000 EA | 31100.00000 31100.00| 27500.00000 27500.00| OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION 31 | | | 0545 658002-001 1.000 EA | 31650.00000 31650.00| 28000.00000 28000.00| OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION 53 | | | 0550 658002-001 1.000 EA | 32200.00000 32200.00| 28500.00000 28500.00| OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION 62 | | | 0555 658002-001 1.000 EA | 32000.00000 32000.00| 28250.00000 28250.00| OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION 65 | | | 0560 658002-001 1.000 EA | 30500.00000 30500.00| 27000.00000 27000.00| OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION 83 | | | 0565 658003-001 1.000 EA | 53110.00000 53110.00| 47000.00000 47000.00| OVERHEAD SIGN, GALVANIZED STEEL 25/26 | | | 0570 658003-001 1.000 EA | 54250.00000 54250.00| 48000.00000 48000.00| OVERHEAD SIGN, GALVANIZED STEEL 73/74 | | | 0575 659001-001 LUMP | 15820.00000 15820.00| 14000.00000 14000.00| SIGN LIGHTING, TYPE 3 (250W) 08 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/05 PAGE : 004 -26 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9931602R2 COUNTIES : MARION LETTING DATE : 12/13/05 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0609442 |( 5 ) 55-0481221 |( ) |MEC CONSTRUCTION, INC. |MOUNTAINEER CONTRACTORS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0580 659001-001 LUMP | 26000.00000 26000.00| 23000.00000 23000.00| SIGN LIGHTING, TYPE 3 (250W) 13 | | | 0585 659001-001 LUMP | 26800.00000 26800.00| 23700.00000 23700.00| SIGN LIGHTING, TYPE 3 (250W) 16 | | | 0590 659001-001 LUMP | 45200.00000 45200.00| 40000.00000 40000.00| SIGN LIGHTING, TYPE 3 (250W) 25/26 | | | 0595 659001-001 LUMP | 565.00000 565.00| 500.00000 500.00| SIGN LIGHTING, TYPE 3 (250W) 31 | | | 0600 659001-001 LUMP | 565.00000 565.00| 500.00000 500.00| SIGN LIGHTING, TYPE 3 (250W) 53 | | | 0605 659001-001 LUMP | 25500.00000 25500.00| 22500.00000 22500.00| SIGN LIGHTING, TYPE 3 (250W) 62 | | | 0610 659001-001 LUMP | 22400.00000 22400.00| 19800.00000 19800.00| SIGN LIGHTING, TYPE 3 (250W) 65 | | | 0615 659001-001 LUMP | 18650.00000 18650.00| 16500.00000 16500.00| SIGN LIGHTING, TYPE 3 (250W) 73/74 | | | 0620 659001-001 LUMP | 11900.00000 11900.00| 10500.00000 10500.00| SIGN LIGHTING, TYPE 3 (250W) 83 | | | 0625 661001-001 643.000 SF | 20.00000 12860.00| 17.00000 10931.00| 0.080 IN FLAT SHEET SIGN | | | 0630 661002-001 8590.000 SF | 20.00000 171800.00| 17.50000 150325.00| EXTRUDED PANEL SIGN | | | 0635 661004-001 56.000 EA | 3.40000 190.40| 3.00000 168.00| DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | WHITE | | | 0640 661008-001 8.000 EA | 62.00000 496.00| 55.00000 440.00| DELINEATOR BRACKET, TYPE C | | | 0645 661013-001 42.000 EA | 27.00000 1134.00| 24.00000 1008.00| PLASTIC DELINEATOR POST, WHITE | | | 0650 661020-001 98.000 EA | 8.50000 833.00| 7.50000 735.00| DELINEATOR, TYPE B-1 | | | 0655 663001-004 18145.000 LF | 0.17000 3084.65| 0.10000 1814.50| EDGE LINE, TYPE II (WHITE) | | | 0660 663001-004 17225.000 LF | 0.17000 2928.25| 0.10000 1722.50| EDGE LINE, TYPE II (YELLOW) | | | 0665 663002-005 8975.000 LF | 0.17000 1525.75| 0.15000 1346.25| LANE LINE OR CENTERLINE, TYPE II . | | | 0670 663004-004 1985.000 LF | 0.34000 674.90| 0.25000 496.25| CHANNELIZING LINE, TYPE II (8") | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/05 PAGE : 004 -27 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9931602R2 COUNTIES : MARION LETTING DATE : 12/13/05 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0609442 |( 5 ) 55-0481221 |( ) |MEC CONSTRUCTION, INC. |MOUNTAINEER CONTRACTORS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0675 663007-010 350.000 LF | 12.15000 4252.50| 9.00000 3150.00| STRIPE, TYPE V WHITE (24") | | | 0680 663007-010 2050.000 LF | 12.15000 24907.50| 9.00000 18450.00| STRIPE, TYPE V YELLOW (24") | | | 0685 663007-015 2245.000 LF | 6.50000 14592.50| 4.00000 8980.00| STRIPE, TYPE VIIB WHITE (24") | | | 0690 663010-010 6.000 EA | 368.00000 2208.00| 150.00000 900.00| LANE ARROW, TYPE V | | | 0695 663012-208 510.000 EA | 21.00000 10710.00| 18.00000 9180.00| RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 1,045,093.85| $ 907,373.50| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 WATERLINE RELOCATION Y060 | | | 0700 604017-032 22.000 LF | 495.00000 10890.00| 887.00000 19514.00| 60 INCH STRUCTURAL PLATE PIPE, C6 | | | 0705 639001-001 LUMP | 2500.00000 2500.00| 16000.00000 16000.00| CONSTRUCTION LAYOUT STAKE | | | 0710 670004-181 61.000 LF | 45.00000 2745.00| 106.50000 6496.50| 4 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 50 | | | 0715 670004-261 70.000 LF | 50.00000 3500.00| 230.00000 16100.00| 12 INCH DUCTILE IRON PIPE, TYPE I, | | | CLASS 50 | | | 0720 670004-341 564.000 LF | 65.00000 36660.00| 133.00000 75012.00| 20 INCH DUTICLE IRON PIPE, TYPE I, | | | CLASS 50 | | | 0725 670009-260 2.000 EA | 2500.00000 5000.00| 3090.00000 6180.00| 12 INCH GATE VALVE AND VALVE BOX | | | 0730 670009-340 2.000 EA | 12000.00000 24000.00| 11500.00000 23000.00| 20 INCH GATE VALVE AND VALVE BOX | | | 0740 670010-620 206.000 LF | 800.00000 164800.00| 1260.00000 259560.00| 48 INCH STEEL CASING PIPE, THICKNESS 0. | | | 3125" | | | SECTION TOTALS | $ 250,095.00| $ 421,862.50| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 SANITARY SEWERLINE RELOCATION Y060 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/05 PAGE : 004 -28 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9931602R2 COUNTIES : MARION LETTING DATE : 12/13/05 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0609442 |( 5 ) 55-0481221 |( ) |MEC CONSTRUCTION, INC. |MOUNTAINEER CONTRACTORS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0745 639001-001 LUMP | 2000.00000 2000.00| 6000.00000 6000.00| CONSTRUCTION LAYOUT STAKE | | | 0750 675007-016 142.000 LF | 30.00000 4260.00| 60.50000 8591.00| 3 INCH PLASTIC SEWER PIPE SCR 26 | | | 0755 675021-200 20.000 LF | 100.00000 2000.00| 131.00000 2620.00| 6 INCH STEEL CASING PIPE, THICKNESS 0. | | | 1890" | | | SECTION TOTALS | $ 8,260.00| $ 17,211.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 COMPUTER SYSTEM I000 | | | 0760 640004-001 LUMP | 3000.00000 3000.00| 3500.00000 3500.00| COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 3,000.00| $ 3,500.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 GRADE, DRAIN, PAVE I000 | | | 0765 201001-000 1.000 LS | 18600.00000 18600.00| 10600.00000 10600.00| CLEARING AND GRUBBING | | | 0770 204001-000 LUMP | 150000.00000 150000.00| 180000.00000 180000.00| MOBILIZATION | | | 0775 207001-001 5801.000 CY | 11.50000 66711.50| 16.25000 94266.25| UNCLASSIFIED EXCAVATION | | | 0780 207002-000 1171.000 CY | 42.00000 49182.00| 43.00000 50353.00| SUBGRADE | | | 0785 207034-000 10547.000 SY | 1.00000 10547.00| 1.00000 10547.00| FABRIC FOR SEPARATION | | | 0790 307001-000 58.000 CY | 42.00000 2436.00| 100.00000 5800.00| AGGREGATE BASE COURSE, CLASS 10 | | | 0795 311006-001 846.000 CY | 74.60000 63111.60| 73.50000 62181.00| OPEN GRADED FREE DRAINING BASE COURSE | | | 0800 408002-001 2049.000 GA | 2.82000 5778.18| 2.00000 4098.00| BITUMINOUS MATERIAL | | | 0805 415005-001 9600.000 SY | 4.52000 43392.00| 2.00000 19200.00| REMOVE EXISTING PAVEMENT SURFACE | | | 0810 502001-012 606.000 SY | 172.50000 104535.00| 220.00000 133320.00| 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/05 PAGE : 004 -29 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9931602R2 COUNTIES : MARION LETTING DATE : 12/13/05 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0609442 |( 5 ) 55-0481221 |( ) |MEC CONSTRUCTION, INC. |MOUNTAINEER CONTRACTORS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0815 601002-001 2.000 CY | 1410.00000 2820.00| 1720.00000 3440.00| CLASS B CONCRETE | | | 0820 605004-001 8.000 EA | 2500.00000 20000.00| 1200.00000 9600.00| TYPE B INLET | | | 0825 605009-001 2.000 EA | 3200.00000 6400.00| 2070.00000 4140.00| TYPE G INLET | | | 0830 605053-001 5.000 EA | 455.00000 2275.00| 1040.00000 5200.00| CONCRETE INLET CAP | | | 0835 606029-001 3069.000 LF | 9.25000 28388.25| 7.00000 21483.00| FREE DRAINING BASE TRENCH | | | 0840 606030-001 116.000 LF | 20.00000 2320.00| 16.50000 1914.00| OUTLET PIPE, . | | | 0845 607001-001 514.000 LF | 14.00000 7196.00| 12.50000 6425.00| TYPE 1 GUARDRAIL, CLASS I | | | 0850 607006-001 2.000 EA | 1360.00000 2720.00| 1200.00000 2400.00| THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0855 607010-020 1868.000 LF | 1.69000 3156.92| 1.50000 2802.00| GUARDRAIL REMOVAL | | | 0860 607066-001 1.000 EA | 1780.00000 1780.00| 1575.00000 1575.00| TANGENT END TERMINAL | | | 0865 608001-004 100.000 LF | 28.00000 2800.00| 25.00000 2500.00| 5 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0870 610006-007 1082.000 LF | 68.00000 73576.00| 65.00000 70330.00| MEDIAN, TYPE VII | | | 0875 610021-001 472.000 LF | 78.00000 36816.00| 120.00000 56640.00| SINGLE FACED BARRIER | | | 0880 633001-001 1076.000 SY | 114.00000 122664.00| 85.00000 91460.00| CONCRETE GUTTER | | | 0885 633001-001 58.000 SY | 140.00000 8120.00| 165.00000 9570.00| CONCRETE GUTTER ,MODIFIED | | | 0890 633003-001 111.000 CY | 49.00000 5439.00| 69.00000 7659.00| DUMPED ROCK GUTTER | | | 0895 637001-001 12.000 MG | 11.50000 138.00| 80.00000 960.00| WATER FOR DUST PALLIATIVE | | | 0900 639001-001 LUMP | 10000.00000 10000.00| 5000.00000 5000.00| CONSTRUCTION LAYOUT STAKE | | | 0905 642004-001 17.000 LB | 9.00000 153.00| 10.00000 170.00| SEED MIXTURE, TEMPORARY | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/05 PAGE : 004 -30 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9931602R2 COUNTIES : MARION LETTING DATE : 12/13/05 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0609442 |( 5 ) 55-0481221 |( ) |MEC CONSTRUCTION, INC. |MOUNTAINEER CONTRACTORS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0910 642004-002 17.000 LB | 11.30000 192.10| 10.00000 170.00| SEED MIXTURE, B | | | 0915 642005-001 3.000 TN | 340.00000 1020.00| 325.00000 975.00| MULCH, STRAW OR HAY | | | 0920 642006-001 3.000 TN | 452.00000 1356.00| 600.00000 1800.00| FERTILIZER | | | 0925 642010-001 3.000 TN | 17.00000 51.00| 20.00000 60.00| AGRICULTURAL LIMESTONE | | | 0930 642011-001 40.000 EA | 7.60000 304.00| 40.00000 1600.00| HAY OR STRAW BALE | | | 0935 642012-001 2478.000 LF | 3.35000 8301.30| 2.25000 5575.50| SILT FENCE | | | 0940 652001-001 2.700 TN | 17.00000 45.90| 20.00000 54.00| AGRICULTURAL LIMESTONE | | | 0945 652002-001 1.100 TN | 4.25000 4.68| 600.00000 660.00| FERTILIZER, 10-20-10 | | | 0950 652003-001 109.000 LB | 5.00000 545.00| 3.00000 327.00| SEED MIXTURES, B, C-1, OR C-2 | | | 0955 652003-002 33.000 LB | 6.75000 222.75| 6.00000 198.00| SEED MIXTURE, D | | | 0960 652004-001 3.400 TN | 480.00000 1632.00| 325.00000 1105.00| STRAW OR HAY MULCH | | | 0965 655002-001 247.000 SY | 4.35000 1074.45| 4.25000 1049.75| PERMANENT EROSION MATTING, TYPE B | | | 0970 662002-001 LUMP | 1420.00000 1420.00| 1250.00000 1250.00| GALVANIZED STEEL CONDUIT ,1 1/2 INCH | | | 0975 662002-001 LUMP | 9950.00000 9950.00| 8800.00000 8800.00| GALVANIZED STEEL CONDUIT ,2 INCH | | | 0980 662006-001 2.000 EA | 1245.00000 2490.00| 1100.00000 2200.00| JUNCTION BOX, TYPE A | | | 0985 662006-001 3.000 EA | 1890.00000 5670.00| 1670.00000 5010.00| JUNCTION BOX, TYPE H MODIFIED, 18 INCH | | | X 18 INCH | | | 0990 699000-001 1000.000 HR | 0.80000 800.00| 0.80000 800.00| ON JOB TRAINING | | | 0995 401001-011 BA1 4370.000 TN | 48.40000 211508.00| 44.50000 194465.00| SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/05 PAGE : 004 -31 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9931602R2 COUNTIES : MARION LETTING DATE : 12/13/05 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0609442 |( 5 ) 55-0481221 |( ) |MEC CONSTRUCTION, INC. |MOUNTAINEER CONTRACTORS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1000 401001-012 BA2 3977.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 1005 401001-011 BB1 1781.000 TN | 52.00000 92612.00| 53.75000 95728.75| SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 1010 401001-012 BB2 1621.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 1015 402001-011 BC1 1294.000 TN | 60.00000 77640.00| 63.50000 82169.00| SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 1020 402001-012 BC2 1177.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 1025 604002-016 BD1 809.000 LF | 68.00000 55012.00| 36.00000 29124.00| 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1030 604025-016 BD2 809.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 1035 604037-016 BD3 809.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 1040 604002-020 BE1 120.000 LF | 75.00000 9000.00| 79.00000 9480.00| 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1045 604025-020 BE2 120.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 1050 604037-020 BE3 120.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | SECTION TOTALS | $ 1,331,906.63| $ 1,316,234.25| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0007 BRIDGE #10387 X231 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/05 PAGE : 004 -32 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9931602R2 COUNTIES : MARION LETTING DATE : 12/13/05 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0609442 |( 5 ) 55-0481221 |( ) |MEC CONSTRUCTION, INC. |MOUNTAINEER CONTRACTORS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1055 203001-000 LUMP | 198300.00000 198300.00| 358000.00000 358000.00| DISMANTLING STRUCTURE ,REMOVAL OF | | | EXISTING BRIDGE | | | 1060 207034-000 467.000 SY | 0.95000 443.65| 1.50000 700.50| FABRIC FOR SEPARATION | | | 1065 212001-000 1206.000 CY | 29.00000 34974.00| 70.00000 84420.00| STRUCTURE EXCAVATION | | | 1070 212005-000 176.000 CY | 93.00000 16368.00| 140.00000 24640.00| SELECT MATERIAL FOR BACKFILLING | | | 1075 218004-001 2214.000 SY | 41.00000 90774.00| 42.00000 92988.00| 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 1080 601002-001 772.000 CY | 560.00000 432320.00| 580.00000 447760.00| CLASS B CONCRETE | | | 1085 601003-001 73.000 CY | 687.00000 50151.00| 760.00000 55480.00| CLASS K CONCRETE | | | 1090 601009-001 929.000 CY | 758.00000 704182.00| 730.00000 678170.00| CLASS H CONCRETE | | | 1095 601014-001 LUMP | 565.00000 565.00| 4600.00000 4600.00| TEST SLAB | | | 1100 601025-001 142.000 CY | 641.50000 91093.00| 690.00000 97980.00| MODIFIED CONCRETE, CLASS B ,4500 PSI | | | 1105 602001-001 110722.000 LB | 1.07000 118472.54| 1.00000 110722.00| REINFORCING STEEL BAR | | | 1110 602002-001 379987.000 LB | 1.25000 474983.75| 1.20000 455984.40| EPOXY COATED REINFORCING STEEL BAR | | | 1115 615001-001 467468.000 LS | 652244.00000 652244.00| 1036000.00000 1036000.00| STEEL SUPERSTRUCTURE | | | 1120 615029-001 24.000 EA | 728.00000 17472.00| 410.00000 9840.00| NON-GUIDED BEARING, ELASTOMERIC | | | 1125 615030-001 24.000 EA | 560.00000 13440.00| 510.00000 12240.00| FIXED BEARING, . | | | 1130 625001-014 381.000 LF | 282.00000 107442.00| 338.00000 128778.00| 42 INCH DIAMETER DRILLED CAISSONS | | | 1135 625001-018 85.000 LF | 583.00000 49555.00| 338.00000 28730.00| 54 INCH DIAMETER DRILLED CAISSONS | | | 1140 625003-012 155.000 LF | 230.00000 35650.00| 738.00000 114390.00| 36 INCH ROCK SOCKET FOUNDATION | | | 1145 625003-016 273.000 LF | 347.00000 94731.00| 738.00000 201474.00| 48 INCH ROCK SOCKET FOUNDATION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/05 PAGE : 004 -33 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9931602R2 COUNTIES : MARION LETTING DATE : 12/13/05 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0609442 |( 5 ) 55-0481221 |( ) |MEC CONSTRUCTION, INC. |MOUNTAINEER CONTRACTORS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1150 625004-018 LUMP | 26500.00000 26500.00| 24000.00000 24000.00| 54 INCH DRILLED CAISSON TEST HOLE | | | 1155 625005-001 1174.000 LF | 28.00000 32872.00| 44.00000 51656.00| PREINSTALLATION CORE HOLE | | | 1160 639001-001 LUMP | 15600.00000 15600.00| 41000.00000 41000.00| CONSTRUCTION LAYOUT STAKE | | | 1165 662002-001 LUMP | 680.00000 680.00| 610.00000 610.00| GALVANIZED STEEL CONDUIT , 1 INCH | | | 1170 662002-001 LUMP | 21500.00000 21500.00| 14000.00000 14000.00| GALVANIZED STEEL CONDUIT , 2 INCH | | | 1175 662006-001 2.000 EA | 1240.00000 2480.00| 1600.00000 3200.00| JUNCTION BOX, TYPE A, MODIFIED | | | SECTION TOTALS | $ 3,282,792.94| $ 4,077,362.90| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0008 WALL A Y007 | | | 1180 207034-000 180.000 SY | 0.89000 160.20| 2.20000 396.00| FABRIC FOR SEPARATION | | | 1185 212001-000 93.000 CY | 25.00000 2325.00| 75.00000 6975.00| STRUCTURE EXCAVATION | | | 1190 212005-000 48.000 CY | 100.00000 4800.00| 94.00000 4512.00| SELECT MATERIAL FOR BACKFILLING | | | 1195 601002-001 64.000 CY | 560.00000 35840.00| 700.00000 44800.00| CLASS B CONCRETE | | | 1200 601003-001 17.000 CY | 887.00000 15079.00| 830.00000 14110.00| CLASS K CONCRETE | | | 1205 602001-001 3750.000 LB | 1.06000 3975.00| 1.00000 3750.00| REINFORCING STEEL BAR | | | 1210 602002-001 5113.000 LB | 1.14000 5828.82| 1.20000 6135.60| EPOXY COATED REINFORCING STEEL BAR | | | 1215 614001-111 823.000 LF | 93.00000 76539.00| 170.00000 139910.00| W12X58 STEEL PILE | | | 1220 614003-001 1232.000 SF | 22.50000 27720.00| 20.00000 24640.00| CONCRETE LAGGING, THICKNESS 6 INCH | | | 1225 639001-001 LUMP | 2100.00000 2100.00| 3100.00000 3100.00| CONSTRUCTION LAYOUT STAKE | | | 1230 662002-001 LUMP | 680.00000 680.00| 680.00000 680.00| GALVANIZED STEEL CONDUIT , 1 INCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/05 PAGE : 004 -34 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9931602R2 COUNTIES : MARION LETTING DATE : 12/13/05 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0609442 |( 5 ) 55-0481221 |( ) |MEC CONSTRUCTION, INC. |MOUNTAINEER CONTRACTORS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1235 662002-001 LUMP | 10150.00000 10150.00| 16000.00000 16000.00| GALVANIZED STEEL CONDUIT , 2 INCH | | | 1240 662006-001 1.000 EA | 1240.00000 1240.00| 1600.00000 1600.00| JUNCTION BOX, TYPE A, MODIFIED | | | SECTION TOTALS | $ 186,437.02| $ 266,608.60| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0009 WALL B Y007 | | | 1245 639001-001 LUMP | 1000.00000 1000.00| 1900.00000 1900.00| CONSTRUCTION LAYOUT STAKE | | | 1250 626002-001 BF1 515.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 1255 626002-002 BF2 515.000 SF | 56.00000 28840.00| 107.00000 55105.00| MSE RETAINING WALL, REINFORCED EARTH | | | 1260 626002-003 BF3 515.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 1265 626002-004 BF4 515.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 1270 626002-005 BF5 515.000 SF | | | MSE RETAINING WALL, ARES | | | 1275 626003-101 BF6 515.000 SF | | | MSE MODULAR BLOCK RETAINING WALL, CLASS | | | I, KEYSYSTEM I | | | 1280 626003-102 BF7 515.000 SF | | | MSE MODULAR BLOCK RETAINING WALL, CLASS | | | I, MESA | | | 1285 626003-103 BF8 515.000 SF | | | MSE MODULAR BLOCK RETAINING WALL, CLASS | | | I, LANDMARK | | | SECTION TOTALS | $ 29,840.00| $ 57,005.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0010 WALL C Y007 | | | 1290 639001-001 LUMP | 1000.00000 1000.00| 3100.00000 3100.00| CONSTRUCTION LAYOUT STAKE | | | 1295 626002-001 BG1 1033.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 1300 626002-002 BG2 1033.000 SF | 58.00000 59914.00| 80.00000 82640.00| MSE RETAINING WALL, REINFORCED EARTH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/05 PAGE : 004 -35 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9931602R2 COUNTIES : MARION LETTING DATE : 12/13/05 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0609442 |( 5 ) 55-0481221 |( ) |MEC CONSTRUCTION, INC. |MOUNTAINEER CONTRACTORS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1305 626002-003 BG3 1033.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 1310 626002-004 BG4 1033.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 1315 626002-005 BG5 1033.000 SF | | | MSE RETAINING WALL, ARES | | | 1320 626003-101 BG6 1033.000 SF | | | MSE MODULAR BLOCK RETAINING WALL, CLASS | | | I, KEYSYSTEM I | | | 1325 626003-102 BG7 1033.000 SF | | | MSE MODULAR BLOCK RETAINING WALL, CLASS | | | I, MESA | | | 1330 626003-103 BG8 1033.000 SF | | | MSE MODULAR BLOCK RETAINING WALL, CLASS | | | I, LANDMARK | | | SECTION TOTALS | $ 60,914.00| $ 85,740.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 15,942,474.59| $ 18,578,515.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/05 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 0519240R1 COUNTIES : WOOD LETTING DATE : 12/13/05 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : I-77 NORTHBOUND RAMPS PROJECT(S) : U354-0002/00-023.06 00 0NHG 0002 437 E00 LOCATION: I/S WV 2 & I-77 NORTHBOUND RAMPS ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0343932 BAYLISS & RAMEY, INC. $ 84,511.67 100.0000% 2 55-0646159 WEST VIRGINIA SIGNAL AND LIGHT, INC. $ 98,937.70 117.0699% 3 55-0715431 STEALTH, LTD. $ 107,000.00 126.6097% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/21/05 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0519240R1 COUNTIES : WOOD LETTING DATE : 12/13/05 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0343932 |( 2 ) 55-0646159 |( 3 ) 55-0715431 |BAYLISS & RAMEY, INC. |WEST VIRGINIA SIGNAL & LIGHT |STEALTH, LTD. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TRAFFIC SIGNAL Y031 | | | 0005 204001-000 LUMP | 4000.00000 4000.00| 3500.00000 3500.00| 7092.80000 7092.80 MOBILIZATION | | | 0010 636011-001 4620.000 UN | 0.08000 369.60| 0.01000 46.20| 0.05000 231.00 TRAFFIC CONTROL DEVICE | | | 0015 636014-001 150.000 HR | 1.04000 156.00| 0.01000 1.50| 0.01000 1.50 FLAGGER | | | 0020 658001-001 3.500 CY | 452.50000 1583.75| 750.00000 2625.00| 2600.00000 9100.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 0025 658003-001 1.000 EA | 5450.00000 5450.00| 3250.00000 3250.00| 7000.00000 7000.00 OVERHEAD SIGN, GALVANIZED STEEL | | | 0030 660001-001 LUMP | 9581.96000 9581.96| 9500.00000 9500.00| 9700.00000 9700.00 SIGNAL CONTROLLER ,01 | | | 0035 660002-020 LUMP | 22580.00000 22580.00| 24500.00000 24500.00| 24000.00000 24000.00 TRAFFIC DETECTOR, VTDS (01) | | | 0040 660003-006 18.000 EA | 380.00000 6840.00| 325.00000 5850.00| 244.40000 4399.20 SIGNAL SECTION, V-12 | | | 0045 660004-041 3.000 EA | 2864.38000 8593.14| 3250.00000 9750.00| 8800.00000 26400.00 SIGNAL SUPPORT, INSTALLATION ONLY, C1 | | | 0050 660005-010 1.000 EA | 873.67000 873.67| 1000.00000 1000.00| 1500.00000 1500.00 JUNCTION BOX, TYPE H | | | 0055 660007-001 LUMP | 18332.48000 18332.48| 34500.00000 34500.00| 14000.00000 14000.00 MISCELLANEOUS SIGNAL 01 | | | 0060 661001-001 4.000 SF | 21.64000 86.56| 22.50000 90.00| 40.00000 160.00 0.080 IN FLAT SHEET SIGN | | | 0065 662007-001 1.000 EA | 433.91000 433.91| 425.00000 425.00| 390.00000 390.00 LUMINAIRE, 250W | | | 0070 662014-001 LUMP | 4500.00000 4500.00| 2925.00000 2925.00| 1500.00000 1500.00 INCIDENTAL ELECTRICAL WORK | | | 0075 663005-010 40.000 LF | 15.26000 610.40| 15.00000 600.00| 27.75000 1110.00 STOP LINE, TYPE V (24") | | | 0080 663008-005 15.000 EA | 34.68000 520.20| 25.00000 375.00| 27.70000 415.50 YIELD TRIANGLE, TYPE V | | | SECTION TOTALS | $ 84,511.67| $ 98,937.70| $ 107,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 84,511.67| $ 98,937.70| $ 107,000.00 ====================================================================================================================================