WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 1208908R1 COUNTIES : BRAXTON LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 07 CONTRACT DESCRIPTION : GASSAWAY-SUTTON ROAD PROJECT(S) : S304-0004/00-020.84 00 LOCATION: 0.01 MILE N CO 4/28 - CO 19/40 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0663428 MEADOWS STONE & PAVING, INC. $ 695,824.29 100.0000% 2 55-0328627 J. F. ALLEN COMPANY $ 731,391.08 105.1115% 3 55-0570769 WEST VIRGINIA PAVING, INC. $ 773,523.06 111.1664% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 1208908R1 COUNTIES : BRAXTON LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0663428 |( 2 ) 55-0328627 |( 3 ) 55-0570769 |MEADOWS STONE & PAVING, INC. |J. F. ALLEN COMPANY |WEST VIRGINIA PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RESURFACING I000 | | | 0005 207001-001 656.000 CY | 0.01000 6.56| 0.01000 6.56| 12.00000 7872.00 UNCLASSIFIED EXCAVATION | | | 0010 408002-001 1606.000 GA | 2.50000 4015.00| 2.75000 4416.50| 2.50000 4015.00 BITUMINOUS MATERIAL | | | 0015 415005-001 2886.000 SY | 3.20000 9235.20| 1.85000 5339.10| 6.25000 18037.50 REMOVE EXISTING PAVEMENT SURFACE | | | 0020 506002-001 440.400 SY | 320.00000 140928.00| 371.05000 163410.42| 306.00000 134762.40 HIGH EARLY STRENGTH CONCRETE PAVEMENT | | | REPAIR | | | 0025 607001-001 1262.500 LF | 13.70000 17296.25| 15.10000 19063.75| 16.00000 20200.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0030 607009-001 5412.500 LF | 3.95000 21379.38| 4.35000 23544.38| 5.00000 27062.50 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0035 607010-020 425.000 LF | 1.25000 531.25| 1.40000 595.00| 1.50000 637.50 GUARDRAIL REMOVAL | | | 0040 607035-001 5.000 EA | 100.00000 500.00| 110.00000 550.00| 116.00000 580.00 GUARDRAIL ELEMENT | | | 0045 607037-001 1.000 EA | 50.00000 50.00| 55.00000 55.00| 55.00000 55.00 BUFFER END SECTION | | | 0050 607040-001 8.000 EA | 4.00000 32.00| 4.40000 35.20| 5.00000 40.00 8X6X14 IN TREATED WOOD BLOCK | | | 0055 607042-001 8.000 EA | 35.00000 280.00| 38.50000 308.00| 41.00000 328.00 6 FT STEEL POST | | | 0060 607066-001 8.000 EA | 1500.00000 12000.00| 1650.00000 13200.00| 1700.00000 13600.00 TANGENT END TERMINAL | | | 0065 636006-001 23.000 DA | 650.00000 14950.00| 0.01000 0.23| 750.00000 17250.00 PILOT TRUCK AND DRIVER | | | 0070 636011-001 6190.000 UN | 1.00000 6190.00| 1.10000 6809.00| 1.25000 7737.50 TRAFFIC CONTROL DEVICE | | | 0075 636014-001 826.000 HR | 49.00000 40474.00| 0.01000 8.26| 58.00000 47908.00 FLAGGER | | | 0080 663001-004 46624.000 LF | 0.15000 6993.60| 0.17000 7926.08| 0.18000 8392.32 EDGE LINE, TYPE II - 4 IN WHITE | | | 0085 663002-038 46802.000 LF | 0.15000 7020.30| 0.15000 7020.30| 0.17000 7956.34 CENTERLINE, TYPE II - 4 IN YELLOW | | | 0090 663004-011 546.000 LF | 3.00000 1638.00| 3.60000 1965.60| 4.00000 2184.00 CHANNELIZING LINE, TYPE V - 8 IN | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 1208908R1 COUNTIES : BRAXTON LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0663428 |( 2 ) 55-0328627 |( 3 ) 55-0570769 |MEADOWS STONE & PAVING, INC. |J. F. ALLEN COMPANY |WEST VIRGINIA PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 663005-011 67.000 LF | 15.00000 1005.00| 18.70000 1252.90| 19.00000 1273.00 STOP LINE, TYPE V - 24 IN | | | 0100 663007-010 100.000 LF | 9.00000 900.00| 9.90000 990.00| 10.50000 1050.00 STRIPE, TYPE V - 12 IN YELLOW | | | 0105 307005-001 AA1 200.000 TN | 37.00000 7400.00| 35.10000 7020.00| 46.00000 9200.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0110 307005-002 AA2 180.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0115 401001-023 BB1 1609.000 TN | 84.00000 135156.00| 85.70000 137891.30| 98.00000 157682.00 MARSHALL HMA BASE CRSE, SG, TY II | | | 0120 401001-024 BB2 1448.000 TN | | | MARSHALL HMA BASE CRSE, S, TY II | | | 0125 401001-033 BB3 1609.000 TN | | | MARSHALL WMA BASE CRSE, SG, TY II | | | 0130 401001-034 BB4 1448.000 TN | | | MARSHALL WMA BASE CRSE, S, TY II | | | 0135 402001-020 CC1 2857.000 TN | 93.75000 267843.75| 115.50000 329983.50| 100.00000 285700.00 MARSHALL HMA SKID PVT, SG, TY I | | | 0140 402001-021 CC2 2571.000 TN | | | MARSHALL HMA SKID PVT, S, TY I | | | 0145 402001-029 CC3 2857.000 TN | | | MARSHALL WMA SKID PVT, SG, TY I | | | 0150 402001-030 CC4 2571.000 TN | | | MARSHALL WMA SKID PVT, S, TY I | | | SECTION TOTALS | $ 695,824.29| $ 731,391.08| $ 773,523.06 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 695,824.29| $ 731,391.08| $ 773,523.06 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 1114509R1 COUNTIES : JACKSON LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : POCATALICO CREEK ROAD SLIP REPAIR PROJECT(S) : S318-0021/00-002.25 00 LOCATION: 0.08 MI S CO 19/4 - JCT CO 19/4 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 62-1345425 BILCO CONSTRUCTION CO., INC. $ 199,662.00 100.0000% 2 20-3991479 BBR DRILLING COMPANY, INC. $ 206,144.00 103.2465% 3 61-1584805 MARKS DRILLING $ 239,849.70 120.1279% 4 38-3667285 MCCOY CONSTRUCTION COMPANY $ 263,586.00 132.0161% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 1114509R1 COUNTIES : JACKSON LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1345425 |( 2 ) 20-3991479 |( 3 ) 61-1584805 |BILCO CONSTRUCTION CO., INC. |BBR DRILLING COMPANY, INC. |MARKS DRILLING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIP REPAIR WITH PILING I000 | | | 0005 204001-000 LUMP | 50700.00000 50700.00| 10000.00000 10000.00| 116600.00000 116600.00 MOBILIZATION | | | 0010 211008-000 104.000 TN | 97.00000 10088.00| 37.00000 3848.00| 50.00000 5200.00 ROCK BORROW EXCAVATION | | | 0015 307001-000 42.000 CY | 107.00000 4494.00| 65.00000 2730.00| 50.00000 2100.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0020 408002-001 152.000 GA | 5.00000 760.00| 3.00000 456.00| 3.00000 456.00 BITUMINOUS MATERIAL | | | 0025 607001-001 325.000 LF | 20.00000 6500.00| 20.00000 6500.00| 20.70000 6727.50 TYPE 1 GUARDRAIL, CLASS 1 | | | 0030 607066-001 2.000 EA | 1900.00000 3800.00| 1800.00000 3600.00| 2375.00000 4750.00 TANGENT END TERMINAL | | | 0035 614001-003 1780.000 LF | 35.00000 62300.00| 65.00000 115700.00| 40.00000 71200.00 HP10X42 STEEL PILE | | | 0040 614003-001 1600.000 SF | 9.00000 14400.00| 12.00000 19200.00| 8.00000 12800.00 CONCRETE LAGGING, THICKNESS 6" | | | 0045 636011-001 1320.000 UN | 2.00000 2640.00| 0.75000 990.00| 0.50000 660.00 TRAFFIC CONTROL DEVICE | | | 0050 636014-001 560.000 HR | 30.00000 16800.00| 40.00000 22400.00| 0.01000 5.60 FLAGGER | | | 0055 636025-001 60.000 DA | 4.00000 240.00| 3.00000 180.00| 0.01000 0.60 WARNING LIGHTS, TYPE B | | | 0060 401001-023 AA1 15.000 TN | 340.00000 5100.00| | MARSHALL HMA BASE CRSE, SG, TY II | | | 0065 401001-024 AA2 15.000 TN | | 260.00000 3900.00| 250.00000 3750.00 MARSHALL HMA BASE CRSE, S, TY II | | | 0070 401001-033 AA3 15.000 TN | | | MARSHALL WMA BASE CRSE, SG, TY II | | | 0075 401001-034 AA4 15.000 TN | | | MARSHALL WMA BASE CRSE, S, TY II | | | 0080 401002-020 BB1 104.000 TN | 210.00000 21840.00| | MARSHALL HMA WEAR CRSE, SG, TY I | | | 0085 401002-021 BB2 104.000 TN | | 160.00000 16640.00| 150.00000 15600.00 MARSHALL HMA WEAR CRSE, S, TY I | | | 0090 401002-026 BB3 104.000 TN | | | MARSHALL WMA WEAR CRSE, SG, TY I | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 1114509R1 COUNTIES : JACKSON LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1345425 |( 2 ) 20-3991479 |( 3 ) 61-1584805 |BILCO CONSTRUCTION CO., INC. |BBR DRILLING COMPANY, INC. |MARKS DRILLING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 401002-027 BB4 104.000 TN | | | MARSHALL WMA WEAR CRSE, S, TY I | | | SECTION TOTALS | $ 199,662.00| $ 206,144.00| $ 239,849.70 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 199,662.00| $ 206,144.00| $ 239,849.70 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 1114509R1 COUNTIES : JACKSON LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 38-3667285 |( ) |( ) |MCCOY CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIP REPAIR WITH PILING I000 | | | 0005 204001-000 LUMP | 15000.00000 15000.00| | MOBILIZATION | | | 0010 211008-000 104.000 TN | 80.00000 8320.00| | ROCK BORROW EXCAVATION | | | 0015 307001-000 42.000 CY | 100.00000 4200.00| | AGGREGATE BASE COURSE, CLASS 1 | | | 0020 408002-001 152.000 GA | 3.00000 456.00| | BITUMINOUS MATERIAL | | | 0025 607001-001 325.000 LF | 21.00000 6825.00| | TYPE 1 GUARDRAIL, CLASS 1 | | | 0030 607066-001 2.000 EA | 3400.00000 6800.00| | TANGENT END TERMINAL | | | 0035 614001-003 1780.000 LF | 78.00000 138840.00| | HP10X42 STEEL PILE | | | 0040 614003-001 1600.000 SF | 18.00000 28800.00| | CONCRETE LAGGING, THICKNESS 6" | | | 0045 636011-001 1320.000 UN | 1.00000 1320.00| | TRAFFIC CONTROL DEVICE | | | 0050 636014-001 560.000 HR | 60.00000 33600.00| | FLAGGER | | | 0055 636025-001 60.000 DA | 1.25000 75.00| | WARNING LIGHTS, TYPE B | | | 0060 401001-023 AA1 15.000 TN | 250.00000 3750.00| | MARSHALL HMA BASE CRSE, SG, TY II | | | 0065 401001-024 AA2 15.000 TN | | | MARSHALL HMA BASE CRSE, S, TY II | | | 0070 401001-033 AA3 15.000 TN | | | MARSHALL WMA BASE CRSE, SG, TY II | | | 0075 401001-034 AA4 15.000 TN | | | MARSHALL WMA BASE CRSE, S, TY II | | | 0080 401002-020 BB1 104.000 TN | 150.00000 15600.00| | MARSHALL HMA WEAR CRSE, SG, TY I | | | 0085 401002-021 BB2 104.000 TN | | | MARSHALL HMA WEAR CRSE, S, TY I | | | 0090 401002-026 BB3 104.000 TN | | | MARSHALL WMA WEAR CRSE, SG, TY I | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 002 -5 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 1114509R1 COUNTIES : JACKSON LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 38-3667285 |( ) |( ) |MCCOY CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 401002-027 BB4 104.000 TN | | | MARSHALL WMA WEAR CRSE, S, TY I | | | SECTION TOTALS | $ 263,586.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 263,586.00| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 0512374R3 COUNTIES : OHIO LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : I-70, EASTBOUND AND WESTBOUND PROJECT(S) : S335-0070/00-000.77 00 00IM 0701 146 D00 LOCATION: BEG: 0.77 MI E OHIO ST LINE END: 2.35 MI E OHIO ST LINE ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0583614 KELLY PAVING, INC. $ 3,644,510.12 100.0000% 2 55-0346067 JAMES WHITE CONSTRUCTION COMPANY, THE $ 3,983,390.10 109.2984% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0512374R3 COUNTIES : OHIO LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0583614 |( 2 ) 55-0346067 |( ) |KELLY PAVING, INC. |JAMES WHITE CONSTRUCTION CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RESURFACING, GUARDRAIL I000 | | | 0005 204001-000 LUMP | 50000.00000 50000.00| 98000.00000 98000.00| MOBILIZATION | | | 0010 207001-001 667.000 CY | 65.00000 43355.00| 50.00000 33350.00| UNCLASSIFIED EXCAVATION | | | 0015 229001-000 0.900 MI | 18000.00000 16200.00| 17000.00000 15300.00| SHOULDER AND DITCH | | | 0020 240006-000 45.000 LF | 30.00000 1350.00| 28.00000 1260.00| CLEAN INLET AND OUTLET DITCH | | | 0025 408002-001 4374.000 GA | 2.00000 8748.00| 2.80000 12247.20| BITUMINOUS MATERIAL | | | 0030 415005-001 38640.000 SY | 5.00000 193200.00| 3.40000 131376.00| REMOVE EXISTING PAVEMENT SURFACE | | | 0035 503006-001 40.000 LF | 20.00000 800.00| 5.50000 220.00| SAW AND SEAL, HOTPOUR SEAL METHOD | | | 0040 506001-001 200.600 SY | 225.00000 45135.00| 225.00000 45135.00| CONCRETE PAVEMENT REPAIR, TYPE II | | | 0045 506002-001 5680.400 SY | 200.00000 1136080.00| 237.00000 1346254.80| HIGH EARLY STRENGTH CONCRETE PAVEMENT | | | REPAIR | | | 0050 506003-001 100.000 CY | 100.00000 10000.00| 90.00000 9000.00| REMOVE AND REPLACE EXISTING AGGREGATE | | | BASE COURSE | | | 0055 601046-001 16.000 EA | 4500.00000 72000.00| 1800.00000 28800.00| MODIFIED CONCRETE END POST | | | 0060 605009-001 2.000 EA | 3200.00000 6400.00| 6000.00000 12000.00| TYPE G INLET | | | 0065 605012-001 9.000 EA | 1300.00000 11700.00| 1300.00000 11700.00| ADJUST INLET TYPE, B | | | 0070 605012-001 3.000 EA | 1500.00000 4500.00| 1600.00000 4800.00| ADJUST INLET TYPE, G | | | 0075 605020-001 4.000 EA | 650.00000 2600.00| 400.00000 1600.00| INSTALL INLET GRATE, TYPE B | | | 0080 605020-001 8.000 EA | 900.00000 7200.00| 700.00000 5600.00| INSTALL INLET GRATE, TYPE G | | | 0085 607001-001 14262.000 LF | 16.00000 228192.00| 16.10000 229618.20| TYPE 1 GUARDRAIL, CLASS 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0512374R3 COUNTIES : OHIO LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0583614 |( 2 ) 55-0346067 |( ) |KELLY PAVING, INC. |JAMES WHITE CONSTRUCTION CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 607006-001 16.000 EA | 1400.00000 22400.00| 1400.00000 22400.00| THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0095 607010-020 13483.500 LF | 2.70000 36405.45| 2.70000 36405.45| GUARDRAIL REMOVAL | | | 0100 607025-001 1.000 EA | 450.00000 450.00| 430.00000 430.00| CUT SLOPE TERMINAL, TYPE A | | | 0105 607030-001 13.000 EA | 550.00000 7150.00| 540.00000 7020.00| SPECIAL TRAILING END TERMINAL | | | 0110 607036-001 18.000 EA | 80.00000 1440.00| 81.00000 1458.00| GUARDRAIL END SHOE | | | 0115 607037-001 2.000 EA | 80.00000 160.00| 81.00000 162.00| BUFFER END SECTION | | | 0120 607065-001 7.000 EA | 1750.00000 12250.00| 1800.00000 12600.00| FLARED END TERMINAL | | | 0125 607065-002 1.000 EA | 440.00000 440.00| 430.00000 430.00| FLARED END TERMINAL, REMOVE AND RESET | | | 0130 607066-001 3.000 EA | 1950.00000 5850.00| 1900.00000 5700.00| TANGENT END TERMINAL | | | 0135 636007-001 34465.000 LF | 1.30000 44804.50| 1.25000 43081.25| ERADICATION OF PAVEMENT MARKING | | | 0140 636008-002 8823.000 LF | 0.50000 4411.50| 0.55000 4852.65| TEMPORARY PAVEMENT MARKING-PAINT 6 IN | | | SOLID LINE WHITE | | | 0145 636008-002 5740.000 LF | 0.50000 2870.00| 0.55000 3157.00| TEMPORARY PAVEMENT MARKING-PAINT 6 IN | | | SOLID LINE YELLOW | | | 0150 636009-002 30164.000 LF | 1.70000 51278.80| 1.65000 49770.60| TEMPORARY PAVEMENT MARKING-TAPE 6 IN, | | | TY 6, SOLID LINE WHITE | | | 0155 636009-002 18782.000 LF | 1.70000 31929.40| 1.70000 31929.40| TEMPORARY PAVEMENT MARKING-TAPE 6 IN, | | | TY 6, SOLID LINE YELLOW | | | 0160 636011-001 78263.000 UN | 1.45000 113481.35| 1.45000 113481.35| TRAFFIC CONTROL DEVICE | | | 0165 636014-001 500.000 HR | 70.00000 35000.00| 78.00000 39000.00| FLAGGER | | | 0170 636014-002 500.000 HR | 70.00000 35000.00| 82.00000 41000.00| TRAFFIC DIRECTOR | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0512374R3 COUNTIES : OHIO LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0583614 |( 2 ) 55-0346067 |( ) |KELLY PAVING, INC. |JAMES WHITE CONSTRUCTION CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0175 636017-001 9702.000 LF | 13.00000 126126.00| 50.00000 485100.00| TEMPORARY CONCRETE BARRIER | | | 0180 636018-001 8305.000 LF | 1.60000 13288.00| 5.10000 42355.50| REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0185 636018-002 1622.000 LF | 6.25000 10137.50| 5.10000 8272.20| REMOVE AND RESET DOH FURNISHED | | | TEMPORARY CONCRETE BARRIER | | | 0190 636021-001 240.000 DA | 30.00000 7200.00| 28.00000 6720.00| ELECTRIC ARROW | | | 0195 636022-001 400.000 DA | 55.00000 22000.00| 56.00000 22400.00| CHANGEABLE MESSAGE SIGN | | | 0200 636025-001 1920.000 DA | 2.25000 4320.00| 2.25000 4320.00| WARNING LIGHTS, TYPE A | | | 0205 636025-001 1600.000 DA | 2.25000 3600.00| 2.25000 3600.00| WARNING LIGHTS, TYPE B | | | 0210 636028-001 10.000 DA | 100.00000 1000.00| 126.00000 1260.00| SHADOW VEHICLE | | | 0215 636030-001 160.000 DA | 45.00000 7200.00| 46.00000 7360.00| SPEED MONITORING TRAILER | | | 0220 636060-001 7.000 EA | 4250.00000 29750.00| 4100.00000 28700.00| TEMPORARY IMPACT ATTENUATING DEVICE | | | 0225 636060-002 2.000 EA | 3000.00000 6000.00| 2200.00000 4400.00| REMOVE AND RESET ATTENUATOR DEVICE | | | 0230 642004-002 83.000 LB | 17.00000 1411.00| 16.00000 1328.00| SEED MIXTURE, B | | | 0235 642005-002 0.700 TN | 2500.00000 1750.00| 2700.00000 1890.00| MULCH, WOOD CELLULOSE FIBER | | | 0240 642006-001 0.400 TN | 2500.00000 1000.00| 2700.00000 1080.00| FERTILIZER | | | 0245 642031-001 22.000 EA | 54.26000 1193.72| 110.00000 2420.00| DITCH CHECK | | | 0250 660007-001 LUMP | 2500.00000 2500.00| 2700.00000 2700.00| MISCELLANEOUS SIGNAL RAMP C, 70+05 LT. | | | 0255 660007-001 LUMP | 2500.00000 2500.00| 2700.00000 2700.00| MISCELLANEOUS SIGNAL RAMP C, 70+05 RT. | | | 0260 661013-001 81.000 EA | 70.00000 5670.00| 65.00000 5265.00| PLASTIC DELINEATOR POST, WHITE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 003 -5 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0512374R3 COUNTIES : OHIO LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0583614 |( 2 ) 55-0346067 |( ) |KELLY PAVING, INC. |JAMES WHITE CONSTRUCTION CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0265 661013-001 56.000 EA | 70.00000 3920.00| 65.00000 3640.00| PLASTIC DELINEATOR POST, YELLOW | | | 0270 661020-001 24.000 EA | 22.00000 528.00| 21.50000 516.00| DELINEATOR, TYPE B-1 | | | 0275 662015-001 1.000 LS | 550.00000 550.00| 550.00000 550.00| ELECTRICAL TEST, 2 LOOPS, RAMP C | | | 0280 663001-026 12242.000 LF | 0.25000 3060.50| 0.26000 3182.92| EDGE LINE, TYPE II - 6 IN PERM YELLOW | | | 0285 663001-026 12354.000 LF | 0.25000 3088.50| 0.26000 3212.04| EDGE LINE, TYPE II - 6 IN PERM. WHITE | | | 0290 663001-026 12354.000 LF | 0.30000 3706.20| 0.31000 3829.74| EDGE LINE, TYPE II - 6 IN TEMP WHITE | | | 0295 663001-026 12242.000 LF | 0.30000 3672.60| 0.31000 3795.02| EDGE LINE, TYPE II - 6 IN TEMP. YELLOW | | | 0300 663001-034 3377.000 LF | 0.40000 1350.80| 0.43000 1452.11| EDGE LINE, TYPE II - 8 IN PERM. WHITE | | | 0305 663001-034 3377.000 LF | 0.50000 1688.50| 0.56000 1891.12| EDGE LINE, TYPE II - 8 IN TEMP. WHITE | | | 0310 663002-026 2755.000 LF | 0.50000 1377.50| 0.43000 1184.65| LANE LINE, TYPE II - 6 IN PERM. WHITE | | | 0315 663002-026 2755.000 LF | 0.70000 1928.50| 0.68000 1873.40| LANE LINE, TYPE II - 6 IN TEMP. WHITE | | | 0320 663002-063 844.000 LF | 1.10000 928.40| 1.10000 928.40| LANE LINE, TYPE II - 8 IN PERM. WHITE | | | 0325 663002-063 844.000 LF | 1.60000 1350.40| 1.60000 1350.40| LANE LINE, TYPE II - 8 IN TEMP. WHITE | | | 0330 663004-011 185.000 LF | 13.00000 2405.00| 12.90000 2386.50| CHANNELIZING LINE, TYPE V - 8 IN | | | 0335 663005-011 32.000 LF | 45.00000 1440.00| 45.00000 1440.00| STOP LINE, TYPE V - 24 IN | | | 0340 663007-010 1216.000 LF | 10.00000 12160.00| 12.00000 14592.00| STRIPE, TYPE V - 12 IN WHITE | | | 0345 663010-010 2.000 EA | 500.00000 1000.00| 515.00000 1030.00| ONE DIRECTION LANE ASSIGNMENT ARROW, TY | | | V | | | 0350 663010-011 6.000 EA | 500.00000 3000.00| 515.00000 3090.00| MULTI DIRECTIONAL LANE ASSIGNMENT ARROW | | | TY V | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 003 -6 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0512374R3 COUNTIES : OHIO LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0583614 |( 2 ) 55-0346067 |( ) |KELLY PAVING, INC. |JAMES WHITE CONSTRUCTION CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0355 663012-208 372.000 EA | 35.00000 13020.00| 38.00000 14136.00| RAISED PAVEMENT MARKER, TYPE P-2 | | | 0360 664002-001 14916.000 LF | 0.50000 7458.00| 0.20000 2983.20| EDGE LINE RUMBLE STRIP, ASPHALT | | | 0365 307005-001 AA1 84.000 TN | 200.00000 16800.00| 121.00000 10164.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0370 307005-002 AA2 82.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0375 307005-003 AA3 89.000 TN | | | AGGREGATE BASE COURSE, STEEL SLAG, | | | CLASS 10 | | | 0380 401001-040 BB1 4985.000 TN | 125.00000 623125.00| 105.00000 523425.00| SUPERPAVE HMA BASE CRSE, SG, TY 19 | | | 0385 401001-041 BB2 4886.000 TN | | | SUPERPAVE HMA BASE CRSE, S, TY 19 | | | 0390 402001-040 CC1 3382.000 TN | | 104.00000 351728.00| SUPERPAVE HMA SKID PVT, SG, TY 9.5 | | | 0395 402001-041 CC2 3315.000 TN | 135.00000 447525.00| | SUPERPAVE HMA SKID PVT, S, TY 9.5 | | | SECTION TOTALS | $ 3,644,510.12| $ 3,983,390.10| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,644,510.12| $ 3,983,390.10| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 1134026R1 COUNTIES : LOGAN LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : UPPER CRAWLEY CR. LIGHTING INSTALLATION PROJECT(S) : U323-0119/00-009.30 00 OCRO 0119 366 000 LOCATION: US 119 @ UPPER CRAWLEY CR. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0343932 BAYLISS & RAMEY, INC. $ 154,997.00 100.0000% 2 54-0458233 DAVIS H. ELLIOT CONSTRUCTION COMPANY, INC. $ 167,889.00 108.3176% 3 55-0646159 WEST VIRGINIA SIGNAL AND LIGHT, INC. $ 227,830.98 146.9906% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 1134026R1 COUNTIES : LOGAN LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0343932 |( 2 ) 54-0458233 |( 3 ) 55-0646159 |BAYLISS & RAMEY, INC. |DAVIS H. ELLIOT CONSTRUCTION |WEST VIRGINIA SIGNAL & LIGHT, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADWAY LIGHTING Y030 | | | 0005 204001-000 LUMP | 4000.00000 4000.00| 7500.00000 7500.00| 12500.00000 12500.00 MOBILIZATION | | | 0010 607001-001 900.000 LF | 20.00000 18000.00| 17.64000 15876.00| 24.00000 21600.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0015 607010-020 50.000 LF | 1.50000 75.00| 2.00000 100.00| 1.00000 50.00 GUARDRAIL REMOVAL | | | 0020 607065-001 2.000 EA | 2000.00000 4000.00| 1650.00000 3300.00| 1975.00000 3950.00 FLARED END TERMINAL | | | 0025 607066-001 1.000 EA | 2000.00000 2000.00| 1700.00000 1700.00| 2075.00000 2075.00 TANGENT END TERMINAL | | | 0030 636011-001 15400.000 UN | 0.14000 2156.00| 1.00000 15400.00| 0.50000 7700.00 TRAFFIC CONTROL DEVICE | | | 0035 636014-001 300.000 HR | 1.00000 300.00| 0.01000 3.00| 0.10000 30.00 FLAGGER | | | 0040 636021-001 60.000 DA | 15.00000 900.00| 15.00000 900.00| 10.00000 600.00 ELECTRIC ARROW | | | 0045 636022-001 80.000 DA | 90.00000 7200.00| 50.00000 4000.00| 25.00000 2000.00 CHANGEABLE MESSAGE SIGN | | | 0050 636025-001 600.000 DA | 1.50000 900.00| 1.25000 750.00| 1.25000 750.00 WARNING LIGHTS, TYPE B | | | 0055 636028-001 60.000 DA | 1.10000 66.00| 100.00000 6000.00| 50.00000 3000.00 SHADOW VEHICLE | | | 0060 662002-001 LUMP | 31000.00000 31000.00| 25000.00000 25000.00| 65495.00000 65495.00 GALVANIZED STEEL CONDUIT (CS-1) | | | 0065 662006-001 6.000 EA | 1200.00000 7200.00| 1500.00000 9000.00| 1825.00000 10950.00 JUNCTION BOX, TYPE 18"X18" | | | 0070 662006-001 5.000 EA | 1500.00000 7500.00| 2000.00000 10000.00| 2375.00000 11875.00 JUNCTION BOX, TYPE 24"X24" | | | 0075 662007-001 6.000 EA | 800.00000 4800.00| 1000.00000 6000.00| 1015.00000 6090.00 LUMINAIRE, , LED (196W) | | | 0080 662008-001 1.000 LS | 12000.00000 12000.00| 17803.00000 17803.00| 9750.00000 9750.00 CABLE (CS-1) | | | 0085 662010-001 1.000 EA | 2500.00000 2500.00| 2500.00000 2500.00| 6475.00000 6475.00 LIGHTING SUPPORT, TYPE I, (40-12) | | | 0090 662010-001 1.000 EA | 2600.00000 2600.00| 2700.00000 2700.00| 6625.00000 6625.00 LIGHTING SUPPORT, TYPE I, (40-16) | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 1134026R1 COUNTIES : LOGAN LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0343932 |( 2 ) 54-0458233 |( 3 ) 55-0646159 |BAYLISS & RAMEY, INC. |DAVIS H. ELLIOT CONSTRUCTION |WEST VIRGINIA SIGNAL & LIGHT, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 662010-001 3.000 EA | 2800.00000 8400.00| 2900.00000 8700.00| 6825.00000 20475.00 LIGHTING SUPPORT, TYPE I, (40-18) | | | 0100 662010-001 1.000 EA | 2900.00000 2900.00| 3200.00000 3200.00| 7000.00000 7000.00 LIGHTING SUPPORT, TYPE I, (40-20) | | | 0105 662013-001 LUMP | 6000.00000 6000.00| 10557.00000 10557.00| 12500.00000 12500.00 SERVICE AND CONTROL STATION, (CS-1) | | | 0110 662014-001 LUMP | 15000.00000 15000.00| 13400.00000 13400.00| 13390.98000 13390.98 INCIDENTAL ELECTRICAL WORK (02) | | | 0115 662014-001 LUMP | 15000.00000 15000.00| 2500.00000 2500.00| 2475.00000 2475.00 INCIDENTAL ELECTRICAL WORK (CS-1) | | | 0120 662015-001 1.000 LS | 500.00000 500.00| 1000.00000 1000.00| 475.00000 475.00 ELECTRICAL TEST, (CS-1) | | | SECTION TOTALS | $ 154,997.00| $ 167,889.00| $ 227,830.98 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 154,997.00| $ 167,889.00| $ 227,830.98 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 1208812R1 COUNTIES : WOOD JACKSON LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 03 RITCHIE OTHERS CONTRACT DESCRIPTION : DISTRICT WIDE GUARDRAIL REPAIR / REPLACEMENT CONTRACT PROJECT(S) : R083-0REM/GR-013.00 00 LOCATION: DISTRICT WIDE ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 25-1271209 GREEN ACRES CONTRACTING COMPANY, INC. $ 460,714.02 100.0000% 2 31-1148628 PDK CONSTRUCTION, INC. $ 512,075.00 111.1481% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 1208812R1 COUNTIES : WOOD JACKSON LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 03 RITCHIE OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1271209 |( 2 ) 31-1148628 |( ) |GREEN ACRES CONTRACTING COMP |PDK CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GUARDRAIL SFTY | | | 0005 204002-000 1200.000 MI | 32.00000 38400.00| 30.00000 36000.00| MOBILIZATION, PER COUNTY | | | 0010 204003-000 12.000 EA | 100.00000 1200.00| 500.00000 6000.00| MOBILIZATION, PER EMERGENCY JOB ORDER | | | 0015 204003-000 5.000 EA | 5.00000 25.00| 400.00000 2000.00| MOBILIZATION, PER JOB ORDER | | | 0020 607001-001 8000.000 LF | 17.25000 138000.00| 17.50000 140000.00| TYPE 1 GUARDRAIL, CLASS I | | | 0025 607001-001 1000.000 LF | 11.50000 11500.00| 13.00000 13000.00| TYPE 1 GUARDRAIL, CLASS II | | | 0030 607001-001 300.000 LF | 11.25000 3375.00| 12.00000 3600.00| TYPE 1 GUARDRAIL, CLASS III | | | 0035 607001-001 100.000 LF | 18.00000 1800.00| 20.00000 2000.00| TYPE 1 GUARDRAIL, CLASS V | | | 0040 607006-001 10.000 EA | 100.00000 1000.00| 600.00000 6000.00| THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0045 607007-001 1.000 EA | 50.00000 50.00| 500.00000 500.00| W-BEAM GUARDRAIL BRIDGE TRANSITION | | | 0050 607009-001 2000.000 LF | 5.00000 10000.00| 5.00000 10000.00| TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0055 607010-001 100.000 LF | 1.00000 100.00| 3.00000 300.00| TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0060 607010-020 1200.000 LF | 0.50000 600.00| 1.50000 1800.00| GUARDRAIL REMOVAL | | | 0065 607025-001 1.000 EA | 125.00000 125.00| 300.00000 300.00| CUT SLOPE TERMINAL, TYPE A | | | 0070 607025-001 1.000 EA | 200.00000 200.00| 550.00000 550.00| CUT SLOPE TERMINAL, TYPE A MODIFIED | | | 0075 607025-001 1.000 EA | 75.00000 75.00| 400.00000 400.00| CUT SLOPE TERMINAL, TYPE B | | | 0080 607025-001 1.000 EA | 225.00000 225.00| 600.00000 600.00| CUT SLOPE TERMINAL, TYPE B MODIFIED | | | 0085 607027-001 1.000 EA | 700.00000 700.00| 700.00000 700.00| BULLNOSE ATTENUATOR | | | 0090 607030-001 2.000 EA | 400.00000 800.00| 500.00000 1000.00| SPECIAL TRAILING END TERMINAL | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 1208812R1 COUNTIES : WOOD JACKSON LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 03 RITCHIE OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1271209 |( 2 ) 31-1148628 |( ) |GREEN ACRES CONTRACTING COMP |PDK CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 607031-001 5.000 EA | 380.00000 1900.00| 380.00000 1900.00| 25 FT RAIL ELEMENT | | | 0100 607035-001 400.000 EA | 200.00000 80000.00| 210.00000 84000.00| GUARDRAIL ELEMENT NEW | | | 0105 607035-001 200.000 EA | 1.00000 200.00| 20.00000 4000.00| GUARDRAIL ELEMENT USED | | | 0110 607036-001 5.000 EA | 25.00000 125.00| 30.00000 150.00| GUARDRAIL END SHOE | | | 0115 607037-001 75.000 EA | 35.00000 2625.00| 38.00000 2850.00| BUFFER END SECTION | | | 0120 607038-001 5.000 EA | 1.00000 5.00| 8.00000 40.00| STEEL GUARDRAIL BLOCK | | | 0125 607039-001 30.000 EA | 3.10000 93.00| 4.00000 120.00| 6X6X14 IN TREATED WOOD BLOCK | | | 0130 607040-001 20.000 EA | 3.10000 62.00| 5.00000 100.00| 8X6X14 IN TREATED WOOD BLOCK | | | 0135 607040-002 120.000 EA | 5.00000 600.00| 6.00000 720.00| 8 IN BLOCKOUT PLASTIC | | | 0140 607041-001 30.000 EA | 210.00000 6300.00| 250.00000 7500.00| 13 FT - 6.5 IN CURVED RAIL ELEMENT | | | 0145 607042-001 50.000 EA | 35.00000 1750.00| 38.00000 1900.00| 6 FT STEEL POST NEW | | | 0150 607042-001 50.000 EA | 1.00000 50.00| 10.00000 500.00| 6 FT STEEL POST USED | | | 0155 607043-001 120.000 EA | 60.00000 7200.00| 50.00000 6000.00| 8 FT STEEL POST NEW | | | 0160 607043-001 5.000 EA | 5.00000 25.00| 45.00000 225.00| 8 FT STEEL POST USED | | | 0165 607044-001 10.000 EA | 18.00000 180.00| 30.00000 300.00| 6X8X72 IN TREATED WOOD POST | | | 0170 607045-001 20.000 EA | 30.00000 600.00| 28.00000 560.00| 5.5X7.5X44 IN TREATED WOOD POST | | | 0175 607046-001 20.000 EA | 30.00000 600.00| 30.00000 600.00| 7 INCH ROUND X 6 FT TREATED WOOD POST | | | 0180 607047-001 10.000 EA | 1.00000 10.00| 1.00000 10.00| 10X10X72 IN TREATED WOOD POST | | | 0185 607048-001 40.000 EA | 60.00000 2400.00| 125.00000 5000.00| STRUCTURE MOUNTED POST, ANCHORED | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 005 -4 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 1208812R1 COUNTIES : WOOD JACKSON LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 03 RITCHIE OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1271209 |( 2 ) 31-1148628 |( ) |GREEN ACRES CONTRACTING COMP |PDK CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0190 607049-001 100.000 EA | 70.00000 7000.00| 60.00000 6000.00| 10 FT STEEL POST | | | 0195 607051-001 75.000 EA | 5.00000 375.00| 7.00000 525.00| REMOVE AND RESET GUARDRAIL POST | | | 0200 607056-001 500.000 LF | 4.00000 2000.00| 5.00000 2500.00| GUARDRAIL INSTALLATION ONLY, CLASS I | | | 0205 607056-001 6000.000 LF | 3.60000 21600.00| 4.50000 27000.00| GUARDRAIL INSTALLATION ONLY, CLASS II | | | 0210 607056-001 5000.000 LF | 3.25000 16250.00| 4.25000 21250.00| GUARDRAIL INSTALLATION ONLY, CLASS III | | | 0215 607065-001 12.000 EA | 1400.00000 16800.00| 1550.00000 18600.00| FLARED END TERMINAL | | | 0220 607066-001 40.000 EA | 1500.00000 60000.00| 1750.00000 70000.00| TANGENT END TERMINAL | | | 0225 607070-101 2.000 EA | 150.00000 300.00| 200.00000 400.00| SPRING CABLE END ASSEMBLY CABLE | | | 0230 607070-102 2.000 EA | 100.00000 200.00| 150.00000 300.00| TURNBUCKLE CABLE END ASSEMBLY CABLE | | | 0235 607070-103 100.000 LF | 1.00000 100.00| 3.00000 300.00| 3/4 INCH CABLE CABLE | | | 0240 607070-104 2.000 EA | 100.00000 200.00| 125.00000 250.00| CABLE SPLICE CABLE | | | 0245 607070-105 2.000 EA | 1.00000 2.00| 10.00000 20.00| DRIVEWAY END POST CAP CABLE | | | 0250 607070-107 30.000 EA | 100.00000 3000.00| 135.00000 4050.00| 5 FT 10 INCH CABLE GUARDRAIL POST CABLE | | | 0255 607070-108 100.000 EA | 20.00000 2000.00| 15.00000 1500.00| HOOK BOLTS FOR POSTS CABLE | | | 0260 607070-109 12.000 EA | 100.00000 1200.00| 400.00000 4800.00| CABLE TENSIONING CABLE | | | 0265 607070-110 4.000 EA | 1.00000 4.00| 10.00000 40.00| END POST BEARING PLATE | | | 0270 607070-111 10.000 EA | 10.00000 100.00| 10.00000 100.00| DOUBLE SIDED REFLECTOR UNIT, COMPLETE | | | CABLE | | | 0275 607070-112 2.000 EA | 200.00000 400.00| 225.00000 450.00| ANCHOR POST, CABLE | | | 0280 607070-113 2.000 EA | 0.01000 0.02| 5.00000 10.00| ANCHOR POST ADAPTER, CABLE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 005 -5 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 1208812R1 COUNTIES : WOOD JACKSON LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 03 RITCHIE OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1271209 |( 2 ) 31-1148628 |( ) |GREEN ACRES CONTRACTING COMP |PDK CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0285 607070-201 2.000 EA | 1.00000 2.00| 1.00000 2.00| CABLE GUARDRAIL POST COMPLETE WITHOUT | | | BASE, HIGH TENSION CABLE | | | 0290 607070-202 2.000 EA | 1.00000 2.00| 1.00000 2.00| CABLE GUARDRAIL POST BASE COMPLETE, | | | HIGH TENSION CABLE | | | 0295 607070-203 2.000 EA | 1.00000 2.00| 1.00000 2.00| CABLE GUARDRAIL END TERMINAL REPAIR, | | | HIGH TENSION CABLE | | | 0300 607071-001 4.000 LF | 12.00000 48.00| 25.00000 100.00| DOUBLE FACED CABLE GUARDRAIL | | | 0305 607071-002 100.000 LF | 1.00000 100.00| 3.00000 300.00| DOUBLE FACED CABLE GUARDRAIL, REMOVE | | | AND RESET | | | 0310 607072-001 2.000 EA | 1.00000 2.00| 1.00000 2.00| CABLE GUARDRAIL ANCHOR UNIT | | | 0315 607073-001 100.000 LF | 1.00000 100.00| 1.00000 100.00| TCG SOCKET LINE POST SYSTEM | | | 0320 607074-001 5.000 EA | 1.00000 5.00| 1.00000 5.00| TCG END TERMINAL | | | 0325 607075-001 20.000 LF | 1.00000 20.00| 1.00000 20.00| TCG DRIVEN LINE POST SYSTEM | | | 0330 607081-001 2.000 EA | 2000.00000 4000.00| 10.00000 20.00| TANGENT END TERMINAL REPAIR, SKT 350 | | | 0335 607081-002 2.000 EA | 2000.00000 4000.00| 3000.00000 6000.00| TANGENT END TERMINAL REPAIR, ET-2000 | | | 0340 607082-001 2.000 EA | 2000.00000 4000.00| 100.00000 200.00| FLARED END TERMINAL REPAIR, FLEAT 350 | | | 0345 607082-002 2.000 EA | 2000.00000 4000.00| 3000.00000 6000.00| FLARED END TERMINAL REPAIR, SRT-350 | | | 0350 607082-003 2.000 EA | 1.00000 2.00| 1.00000 2.00| FLARED END TERMINAL REPAIR, REGENT | | | SECTION TOTALS | $ 460,714.02| $ 512,075.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 460,714.02| $ 512,075.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 1215008R1 COUNTIES : MERCER RALEIGH LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 10 MCDOWELL OTHERS CONTRACT DESCRIPTION : DISTRICT WIDE GUARDRAIL PROJECT(S) : R090-0REM/GR-013.00 00 LOCATION: VARIOUS ROUTES ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 25-1271209 GREEN ACRES CONTRACTING COMPANY, INC. $ 828,372.50 100.0000% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 1215008R1 COUNTIES : MERCER RALEIGH LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 10 MCDOWELL OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1271209 |( 2 ) 31-1148628 |( ) |GREEN ACRES CONTRACTING COMP |PDK CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GUARDRAIL AND FENCE SFTY | | | 0005 204002-000 1250.000 MI | 0.01000 12.50| | MOBILIZATION, PER COUNTY | | | 0010 204003-000 15.000 EA | 1200.00000 18000.00| | MOBILIZATION, PER EMERGENCY | | | 0015 204003-000 15.000 EA | 2000.00000 30000.00| | MOBILIZATION, PER JOB ORDER | | | 0020 607001-001 15000.000 LF | 17.50000 262500.00| | TYPE 1 GUARDRAIL, CLASS I | | | 0025 607001-001 5000.000 LF | 16.05000 80250.00| | TYPE 1 GUARDRAIL, CLASS II | | | 0030 607001-001 10000.000 LF | 16.00000 160000.00| | TYPE 1 GUARDRAIL, CLASS III | | | 0035 607005-001 300.000 LF | 12.00000 3600.00| | TYPE 5 GUARDRAIL, CLASS I | | | 0040 607006-001 5.000 EA | 200.00000 1000.00| | THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0045 607009-001 6000.000 LF | 2.50000 15000.00| | TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0050 607010-001 3000.000 LF | 3.00000 9000.00| | TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0055 607011-001 2000.000 LF | 2.00000 4000.00| | RESET TYPE 1 GUARDRAIL, CLASS I | | | 0060 607011-001 2000.000 LF | 1.25000 2500.00| | RESET TYPE 1 GUARDRAIL, CLASS II | | | 0065 607011-001 2000.000 LF | 1.20000 2400.00| | RESET TYPE 1 GUARDRAIL, CLASS III | | | 0070 607025-001 10.000 EA | 75.00000 750.00| | CUT SLOPE TERMINAL, TYPE A | | | 0075 607025-001 10.000 EA | 75.00000 750.00| | CUT SLOPE TERMINAL, TYPE B | | | 0080 607030-001 10.000 EA | 200.00000 2000.00| | SPECIAL TRAILING END TERMINAL | | | 0085 607032-001 5.000 EA | 25.00000 125.00| | SPECIAL APPROACH MEDIAN END TERMINAL | | | 0090 607035-001 200.000 EA | 170.00000 34000.00| | GUARDRAIL ELEMENT | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 006 -3 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 1215008R1 COUNTIES : MERCER RALEIGH LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 10 MCDOWELL OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1271209 |( 2 ) 31-1148628 |( ) |GREEN ACRES CONTRACTING COMP |PDK CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 607036-001 20.000 EA | 10.00000 200.00| | GUARDRAIL END SHOE | | | 0100 607037-001 80.000 EA | 35.00000 2800.00| | BUFFER END SECTION | | | 0105 607039-001 100.000 EA | 5.00000 500.00| | 6X6X14 IN TREATED WOOD BLOCK | | | 0110 607040-001 100.000 EA | 5.00000 500.00| | 8X6X14 IN TREATED WOOD BLOCK | | | 0115 607040-002 100.000 EA | 5.00000 500.00| | 8 IN BLOCKOUT PLASTIC | | | 0120 607041-001 30.000 EA | 170.00000 5100.00| | 13 FT - 6.5 IN CURVED RAIL ELEMENT | | | 0125 607042-001 150.000 EA | 59.00000 8850.00| | 6 FT STEEL POST | | | 0130 607043-001 50.000 EA | 60.00000 3000.00| | 8 FT STEEL POST | | | 0135 607044-001 25.000 EA | 10.00000 250.00| | 6X8X72 IN TREATED WOOD POST | | | 0140 607045-001 100.000 EA | 10.00000 1000.00| | 5.5X7.5X44 IN TREATED WOOD POST | | | 0145 607046-001 100.000 EA | 5.00000 500.00| | 7 INCH ROUND X 6 FT TREATED WOOD POST | | | 0150 607048-001 75.000 EA | 70.00000 5250.00| | STRUCTURE MOUNTED POST, ANCHORED | | | 0155 607048-002 50.000 EA | 55.00000 2750.00| | BRIDGE POST SIDE MOUNTED WITH HARDWARE | | | 0160 607049-001 50.000 EA | 71.00000 3550.00| | 10 FT STEEL POST | | | 0165 607051-001 100.000 EA | 10.00000 1000.00| | REMOVE AND RESET GUARDRAIL POST | | | 0170 607065-001 15.000 EA | 1750.00000 26250.00| | FLARED END TERMINAL | | | 0175 607066-001 20.000 EA | 1750.00000 35000.00| | TANGENT END TERMINAL | | | 0180 607070-103 7000.000 LF | 0.10000 700.00| | 3/4 INCH CABLE HIGH TENSION FOR CLASS 3 | | | SYSTEM | | | 0185 607070-104 36.000 EA | 10.00000 360.00| | CABLE SPLICE HIGH TENSION FOR CLASS 3 | | | SYSTEM | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 006 -4 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 1215008R1 COUNTIES : MERCER RALEIGH LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 10 MCDOWELL OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1271209 |( 2 ) 31-1148628 |( ) |GREEN ACRES CONTRACTING COMP |PDK CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0190 607070-109 6.000 EA | 750.00000 4500.00| | CABLE TENSIONING HIGH TENSION FOR CLASS | | | 3 SYSTEM | | | 0195 607070-201 300.000 EA | 100.00000 30000.00| | CABLE GUARDRAIL POST COMPLETE WITHOUT | | | BASE, HIGH TENSION HIGH TENSION FOR | | | CLASS 3 SYSTEM | | | 0200 607070-202 300.000 EA | 50.00000 15000.00| | CABLE GUARDRAIL POST BASE COMPLETE, | | | HIGH TENSION HIGH TENSION FOR CLASS 3 | | | SYSTEM | | | 0205 607070-203 12.000 EA | 200.00000 2400.00| | CABLE GUARDRAIL END TERMINAL REPAIR, | | | HIGH TENSION HIGH TENSION FOR CLASS 3 | | | SYSTEM | | | 0210 608001-002 1000.000 LF | 9.00000 9000.00| | 4 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0215 608001-004 1000.000 LF | 10.00000 10000.00| | 5 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0220 608001-006 1000.000 LF | 13.00000 13000.00| | 6 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0225 608002-001 1000.000 LF | 8.00000 8000.00| | 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0226 608004-001 2.000 EA | 1000.00000 2000.00| | 4 FT PEDESTRIAN GATE, CHAIN LINK | | | 0227 608005-001 2.000 EA | 2500.00000 5000.00| | VEHICULAR GATE, CHAIN LINK | | | 0228 608006-001 2.000 EA | 800.00000 1600.00| | PEDESTRIAN GATE, FARM FIELD, 4 FT | | | 0229 608007-001 2.000 EA | 1400.00000 2800.00| | VEHICULAR GATE, FARM FIELD, 14 FT | | | 0230 636027-001 500.000 SI | 1.00000 500.00| | TRAFFIC CONTROL, | | | 0235 636028-001 25.000 DA | 25.00000 625.00| | SHADOW VEHICLE | | | SECTION TOTALS | $ 828,372.50| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 828,372.50| $ 512,075.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 1111028R1 COUNTIES : FAYETTE RALEIGH LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 09 CONTRACT DESCRIPTION : MILL CREEK ROAD PROJECT(S) : U310-0016/00-000.00 07 0STP 0016 237 D00 LOCATION: I/S WV61 & CO41/3 - 2.8 M NE I/S WV61 & 41/3- FAYETTE ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0328627 J. F. ALLEN COMPANY $ 7,913,740.61 100.0000% 2 55-0345840 VECELLIO & GROGAN, INC. $ 7,995,591.89 101.0343% 3 55-0700300 A.L.L. CONSTRUCTION, INC. $ 8,117,118.00 102.5699% 4 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 8,501,650.00 107.4290% 5 75-3079323 BEAR CONTRACTING, LLC $ 8,879,796.27 112.2073% 6 31-1023518 KOKOSING CONSTRUCTION COMPANY, INC. $ 10,631,000.00 134.3360% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 1111028R1 COUNTIES : FAYETTE RALEIGH LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0328627 |( 2 ) 55-0345840 |( 3 ) 55-0700300 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |A.L.L. CONSTRUCTION, 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 | 196852.70000 196852.70| 28000.00000 28000.00| 294000.00000 294000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 584091.00000 584091.00| 390000.00000 390000.00| 385000.00000 385000.00 MOBILIZATION | | | 0015 207001-001 253448.000 CY | 7.19000 1822291.12| 8.25000 2090946.00| 7.80000 1976894.40 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 10266.000 CY | 37.35000 383435.10| 25.00000 256650.00| 17.00000 174522.00 SUBGRADE | | | 0025 207034-000 79463.000 SY | 1.25000 99328.75| 1.25000 99328.75| 1.15000 91382.45 FABRIC FOR SEPARATION | | | 0030 218002-000 225.000 CY | 98.60000 22185.00| 83.00000 18675.00| 135.00000 30375.00 GROUTED RIPRAP | | | 0035 311006-001 6667.000 CY | 114.00000 760038.00| 120.00000 800040.00| 119.70000 798039.90 OPEN GRADED FREE DRAINING BASE COURSE | | | 0040 408002-001 113.000 GA | 2.50000 282.50| 2.50000 282.50| 2.60000 293.80 BITUMINOUS MATERIAL | | | 0045 601002-001 39.000 CY | 1522.50000 59377.50| 1528.00000 59592.00| 1600.00000 62400.00 CLASS B CONCRETE | | | 0050 604009-016 2.000 EA | 414.05000 828.10| 308.00000 616.00| 350.00000 700.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0055 604009-020 9.000 EA | 567.90000 5111.10| 394.00000 3546.00| 650.00000 5850.00 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0060 604009-022 12.000 EA | 943.45000 11321.40| 676.00000 8112.00| 1200.00000 14400.00 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0065 604052-002 240.000 LF | 33.90000 8136.00| 8.00000 1920.00| 25.00000 6000.00 4 INCH POLYVINYLCHLORIDE PIPE | | | 0070 604076-016 44.000 LF | 73.25000 3223.00| 58.00000 2552.00| 60.00000 2640.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0075 604076-020 637.000 LF | 79.50000 50641.50| 76.00000 48412.00| 68.00000 43316.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0080 604076-022 678.000 LF | 91.15000 61799.70| 93.00000 63054.00| 90.00000 61020.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 007 -3 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 1111028R1 COUNTIES : FAYETTE RALEIGH LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0328627 |( 2 ) 55-0345840 |( 3 ) 55-0700300 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |A.L.L. CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 604076-024 164.000 LF | 100.65000 16506.60| 115.00000 18860.00| 100.00000 16400.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0090 604076-026 224.000 LF | 104.75000 23464.00| 120.00000 26880.00| 125.00000 28000.00 42 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0095 604076-028 99.000 LF | 113.15000 11201.85| 125.00000 12375.00| 130.00000 12870.00 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0100 604076-030 259.000 LF | 143.10000 37062.90| 150.00000 38850.00| 150.00000 38850.00 54 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A3 | | | 0105 605009-001 25.000 EA | 2923.00000 73075.00| 3300.00000 82500.00| 2000.00000 50000.00 TYPE G INLET | | | 0110 606029-001 20211.000 LF | 8.70000 175835.70| 8.00000 161688.00| 7.25000 146529.75 FREE DRAINING BASE TRENCH | | | 0115 606030-001 963.000 LF | 19.45000 18730.35| 19.00000 18297.00| 13.00000 12519.00 OUTLET PIPE, 6 INCH | | | 0120 607001-001 1375.000 LF | 12.80000 17600.00| 13.00000 17875.00| 12.76000 17545.00 TYPE 1 GUARDRAIL, CLASS I | | | 0125 607001-001 15813.000 LF | 9.10000 143898.30| 9.25000 146270.25| 9.08000 143582.04 TYPE 1 GUARDRAIL, CLASS II | | | 0130 607010-020 100.000 LF | 2.00000 200.00| 2.20000 220.00| 2.00000 200.00 GUARDRAIL REMOVAL | | | 0135 607065-001 1.000 EA | 1650.00000 1650.00| 1739.00000 1739.00| 1650.00000 1650.00 FLARED END TERMINAL | | | 0140 633003-001 581.000 CY | 52.00000 30212.00| 25.00000 14525.00| 65.00000 37765.00 DUMPED ROCK GUTTER | | | 0145 636007-001 5040.000 LF | 0.55000 2772.00| 1.50000 7560.00| 1.00000 5040.00 ERADICATION OF PAVEMENT MARKING | | | 0150 636009-001 6720.000 LF | 1.10000 7392.00| 2.50000 16800.00| 2.20000 14784.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN, | | | TY VIIB | | | 0155 636011-001 6870.000 UN | 1.10000 7557.00| 1.00000 6870.00| 1.00000 6870.00 TRAFFIC CONTROL DEVICE | | | 0160 636012-010 1.000 EA | 110.00000 110.00| 106.50000 106.50| 1.00000 1.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0165 636013-001 50.000 EA | 1.10000 55.00| 1.00000 50.00| 1.00000 50.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 007 -4 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 1111028R1 COUNTIES : FAYETTE RALEIGH LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0328627 |( 2 ) 55-0345840 |( 3 ) 55-0700300 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |A.L.L. CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0170 636014-001 2200.000 HR | 55.00000 121000.00| 47.75000 105050.00| 80.00000 176000.00 FLAGGER | | | 0175 636017-001 1660.000 LF | 35.25000 58515.00| 21.75000 36105.00| 27.00000 44820.00 TEMPORARY CONCRETE BARRIER | | | 0180 636019-001 350.000 LF | 14.60000 5110.00| 15.00000 5250.00| 14.56000 5096.00 TEMPORARY GUARDRAIL BARRIER | | | 0185 636025-001 365.000 DA | 1.65000 602.25| 1.00000 365.00| 2.00000 730.00 WARNING LIGHTS, TYPE B | | | 0190 637001-001 507.000 MG | 78.75000 39926.25| 45.00000 22815.00| 50.00000 25350.00 WATER FOR DUST PALLIATIVE | | | 0195 638002-001 109.000 EA | 150.00000 16350.00| 40.00000 4360.00| 175.00000 19075.00 RIGHT OF WAY MARKER | | | 0200 638004-001 1.000 EA | 500.00000 500.00| 200.00000 200.00| 200.00000 200.00 OUTLET MARKER | | | 0205 639001-001 LUMP | 103920.00000 103920.00| 99600.00000 99600.00| 160000.00000 160000.00 CONSTRUCTION LAYOUT STAKE | | | 0210 640003-001 LUMP | 5000.00000 5000.00| 1319.00000 1319.00| 5000.00000 5000.00 BUILDING EQUIPMENT | | | 0215 640006-001 6.000 MO | 2000.00000 12000.00| 2711.00000 16266.00| 1600.00000 9600.00 SMALL FIELD OFFICE | | | 0220 642004-001 2463.000 LB | 0.05000 123.15| 0.01000 24.63| 1.00000 2463.00 SEED MIXTURE, TEMPORARY | | | 0225 642004-002 2411.200 LB | 1.10000 2652.32| 1.05000 2531.76| 2.00000 4822.40 SEED MIXTURE, B | | | 0230 642004-003 1726.000 LB | 4.40000 7594.40| 4.25000 7335.50| 6.00000 10356.00 SEED MIXTURE, D | | | 0235 642005-001 50.000 TN | 440.00000 22000.00| 422.00000 21100.00| 250.00000 12500.00 MULCH, STRAW OR HAY | | | 0240 642005-002 18.000 TN | 1155.00000 20790.00| 1107.00000 19926.00| 550.00000 9900.00 MULCH, WOOD CELLULOSE FIBER | | | 0245 642006-001 19.000 TN | 605.00000 11495.00| 580.00000 11020.00| 2300.00000 43700.00 FERTILIZER | | | 0250 642010-001 36.300 TN | 27.50000 998.25| 26.00000 943.80| 60.00000 2178.00 AGRICULTURAL LIMESTONE | | | 0255 642012-001 10120.000 LF | 0.05000 506.00| 6.00000 60720.00| 3.00000 30360.00 SILT FENCE | | | 0260 642015-001 7500.000 LF | 0.05000 375.00| 14.00000 105000.00| 9.00000 67500.00 SUPER SILT FENCE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 007 -5 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 1111028R1 COUNTIES : FAYETTE RALEIGH LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0328627 |( 2 ) 55-0345840 |( 3 ) 55-0700300 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |A.L.L. CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0265 642031-001 416.000 EA | 0.05000 20.80| 90.00000 37440.00| 50.00000 20800.00 DITCH CHECK | | | 0270 642033-001 2077.000 CY | 10.00000 20770.00| 6.00000 12462.00| 7.00000 14539.00 SEDIMENT TRAP | | | 0275 642036-001 2077.000 CY | 0.01000 20.77| 10.50000 21808.50| 2.00000 4154.00 SEDIMENT REMOVAL | | | 0280 642042-001 44.000 EA | 150.00000 6600.00| 171.25000 7535.00| 150.00000 6600.00 FLOCCULANT BLOCK | | | 0285 642050-001 2.000 EA | 500.00000 1000.00| 9680.00000 19360.00| 300.00000 600.00 DEWATERING DEVICE | | | 0290 652001-001 34.000 TN | 27.50000 935.00| 27.00000 918.00| 60.00000 2040.00 AGRICULTURAL LIMESTONE | | | 0295 652002-001 20.000 TN | 880.00000 17600.00| 850.00000 17000.00| 1000.00000 20000.00 FERTILIZER, 10-20-10 | | | 0300 652002-002 3.400 TN | 1760.00000 5984.00| 1690.00000 5746.00| 6075.00000 20655.00 FERTILIZER, UREA FORMALDEHYDE | | | 0305 652003-001 1959.000 LB | 1.10000 2154.90| 1.05000 2056.95| 3.00000 5877.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0310 652003-002 1374.000 LB | 3.30000 4534.20| 3.15000 4328.10| 7.00000 9618.00 SEED MIXTURE, D | | | 0315 652004-001 23.000 TN | 412.50000 9487.50| 395.00000 9085.00| 300.00000 6900.00 STRAW OR HAY MULCH | | | 0320 652004-002 15.000 TN | 1100.00000 16500.00| 1054.00000 15810.00| 550.00000 8250.00 WOOD CELLULOSE FIBER MULCH | | | 0325 307005-001 AA1 907.000 TN | 26.05000 23627.35| 34.00000 30838.00| 26.00000 23582.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0330 307005-002 AA2 866.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0335 307005-001 BB1 2728.000 TN | 27.20000 74201.60| 27.25000 74338.00| 30.00000 81840.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0340 307005-002 BB2 2604.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0345 307005-001 CC1 673.000 TN | 27.40000 18440.20| 31.50000 21199.50| 28.00000 18844.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 3 | | | 0350 307005-002 CC2 643.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 3 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 007 -6 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 1111028R1 COUNTIES : FAYETTE RALEIGH LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0328627 |( 2 ) 55-0345840 |( 3 ) 55-0700300 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |A.L.L. CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0355 401001-020 DD1 13610.000 TN | 94.00000 1279340.00| 99.00000 1347390.00| 98.70000 1343307.00 MARSHALL HMA BASE CRSE, SG, TY I | | | 0360 401001-021 DD2 12992.000 TN | | | MARSHALL HMA BASE CRSE, S, TY I | | | 0365 401001-023 EE1 6741.000 TN | 96.00000 647136.00| 101.25000 682526.25| 100.80000 679492.80 MARSHALL HMA BASE CRSE, SG, TY II | | | 0370 401001-024 EE2 6435.000 TN | | | MARSHALL HMA BASE CRSE, S, TY II | | | 0375 401002-020 FF1 3564.000 TN | 99.00000 352836.00| 104.50000 372438.00| 103.95000 370477.80 MARSHALL HMA WEAR CRSE, SG, TY I | | | 0380 401002-021 FF2 3402.000 TN | | | MARSHALL HMA WEAR CRSE, S, TY I | | | 0385 401003-001 GG1 162.000 TN | 105.00000 17010.00| 110.50000 17901.00| 110.25000 17860.50 MARSHALL HMA P/L CRSE, SG GRAVEL | | | 0390 401003-002 GG2 155.000 TN | | | MARSHALL HMA P/L CRSE, S | | | 0395 636002-001 HH1 128.000 TN | 39.25000 5024.00| 29.00000 3712.00| 30.00000 3840.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0400 636002-002 HH2 122.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 7,568,945.11| $ 7,667,015.99| $ 7,768,416.84 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 12' X 4' BOX EXTENSION Y007 | | | 0405 211008-000 220.000 TN | 50.00000 11000.00| 44.00000 9680.00| 40.72000 8958.40 ROCK BORROW EXCAVATION | | | 0410 212001-000 280.000 CY | 30.00000 8400.00| 15.50000 4340.00| 22.74000 6367.20 STRUCTURE EXCAVATION | | | 0415 212005-000 5.000 CY | 175.00000 875.00| 200.00000 1000.00| 132.28000 661.40 SELECT MATERIAL FOR BACKFILLING | | | 0420 218006-000 40.000 CY | 60.00000 2400.00| 19.50000 780.00| 63.38000 2535.20 FOUNDATION PROTECTION | | | 0425 601002-001 90.000 CY | 866.25000 77962.50| 870.00000 78300.00| 1030.24000 92721.60 CLASS B CONCRETE | | | 0430 602002-001 7034.000 LB | 1.75000 12309.50| 1.75000 12309.50| 1.52000 10691.68 EPOXY COATED REINFORCING STEEL BAR | | | 0435 639001-001 LUMP | 2000.00000 2000.00| 6671.00000 6671.00| 947.00000 947.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 114,947.00| $ 113,080.50| $ 122,882.48 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 10' X 10' BOX CULVERT EXTENSION Y007 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 007 -7 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 1111028R1 COUNTIES : FAYETTE RALEIGH LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0328627 |( 2 ) 55-0345840 |( 3 ) 55-0700300 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |A.L.L. CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0440 211008-000 355.000 TN | 50.00000 17750.00| 45.00000 15975.00| 40.79000 14480.45 ROCK BORROW EXCAVATION | | | 0445 212001-000 420.000 CY | 30.00000 12600.00| 16.10000 6762.00| 22.83000 9588.60 STRUCTURE EXCAVATION | | | 0450 212005-000 18.000 CY | 175.00000 3150.00| 199.50000 3591.00| 125.95000 2267.10 SELECT MATERIAL FOR BACKFILLING | | | 0455 218006-000 60.000 CY | 60.00000 3600.00| 19.50000 1170.00| 63.68000 3820.80 FOUNDATION PROTECTION | | | 0460 601002-001 148.000 CY | 656.25000 97125.00| 659.00000 97532.00| 720.80000 106678.40 CLASS B CONCRETE | | | 0465 602002-001 25400.000 LB | 1.60000 40640.00| 1.60000 40640.00| 1.57000 39878.00 EPOXY COATED REINFORCING STEEL BAR | | | 0470 639001-001 LUMP | 2000.00000 2000.00| 3400.00000 3400.00| 947.00000 947.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 176,865.00| $ 169,070.00| $ 177,660.35 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 SIGNING & PAVEMENT MARKINGS Y002 | | | 0475 657008-001 104.000 LF | 6.50000 676.00| 7.00000 728.00| 6.50000 676.00 2.00 LB CHANNEL POST | | | 0480 657010-001 328.500 LF | 8.00000 2628.00| 8.50000 2792.25| 8.00000 2628.00 3.00 LB CHANNEL POST | | | 0485 657018-001 1.000 EA | 20.00000 20.00| 21.00000 21.00| 20.00000 20.00 POST REMOVAL | | | 0490 661001-001 186.000 SF | 17.00000 3162.00| 18.00000 3348.00| 17.00000 3162.00 0.080 IN FLAT SHEET SIGN | | | 0495 661013-001 171.000 EA | 18.00000 3078.00| 19.00000 3249.00| 18.00000 3078.00 PLASTIC DELINEATOR POST, WHITE, | | | GUARDRAIL MOUNTED | | | 0500 661013-001 181.000 EA | 30.00000 5430.00| 31.50000 5701.50| 30.00000 5430.00 PLASTIC DELINEATOR POST, WHITE, SOIL | | | ANCHORED | | | 0505 663001-004 34729.000 LF | 0.20000 6945.80| 0.15000 5209.35| 0.15000 5209.35 EDGE LINE, TYPE II - 4 IN WHITE | | | 0510 663002-005 1100.000 LF | 0.20000 220.00| 0.15000 165.00| 0.15000 165.00 LANE LINE, TYPE II - 4 IN WHITE | | | 0515 663002-038 35899.000 LF | 0.20000 7179.80| 0.20000 7179.80| 0.15000 5384.85 CENTERLINE, TYPE II - 4 IN | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 007 -8 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 1111028R1 COUNTIES : FAYETTE RALEIGH LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0328627 |( 2 ) 55-0345840 |( 3 ) 55-0700300 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |A.L.L. CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0520 663004-011 577.000 LF | 7.70000 4442.90| 7.50000 4327.50| 7.50000 4327.50 CHANNELIZING LINE, TYPE V - 8 IN | | | 0525 663005-010 26.000 LF | 16.50000 429.00| 8.00000 208.00| 9.00000 234.00 STOP LINE, TYPE V - 12 IN | | | 0530 663007-010 198.000 LF | 9.90000 1960.20| 8.00000 1584.00| 9.00000 1782.00 STRIPE, TYPE V - 12 IN WHITE | | | 0535 663007-010 310.000 LF | 9.90000 3069.00| 8.00000 2480.00| 9.00000 2790.00 STRIPE, TYPE V - 12 IN YELLOW | | | 0540 663010-010 6.000 EA | 275.00000 1650.00| 184.00000 1104.00| 175.00000 1050.00 ONE DIRECTION LANE ASSIGNMENT ARROW, TY | | | V | | | 0545 663012-116 19.000 EA | 28.60000 543.40| 26.00000 494.00| 25.00000 475.00 RAISED PAVEMENT MARKER, TYPE R-4 MONO | | | DIRECTIONAL WHITE | | | 0550 663012-208 229.000 EA | 28.60000 6549.40| 26.00000 5954.00| 25.00000 5725.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | BI-DIRECTIONAL YELLOW | | | SECTION TOTALS | $ 47,983.50| $ 44,545.40| $ 42,136.70 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 COMPUTER SYSTEM K000 | | | 0555 640004-001 LUMP | 5000.00000 5000.00| 1880.00000 1880.00| 6021.63000 6021.63 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 5,000.00| $ 1,880.00| $ 6,021.63 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 7,913,740.61| $ 7,995,591.89| $ 8,117,118.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 007 -9 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 1111028R1 COUNTIES : FAYETTE RALEIGH LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0481221 |( 5 ) 75-3079323 |( 6 ) 31-1023518 |MOUNTAINEER CONTRACTORS, INC |BEAR CONTRACTING, LLC |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN & PAVE I000 | | | 0005 201001-000 1.000 LS | 300000.00000 300000.00| 260000.00000 260000.00| 675062.97000 675062.97 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 420000.00000 420000.00| 160000.00000 160000.00| 530000.00000 530000.00 MOBILIZATION | | | 0015 207001-001 253448.000 CY | 7.50000 1900860.00| 9.08000 2301307.84| 13.50000 3421548.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 10266.000 CY | 51.00000 523566.00| 61.00000 626226.00| 60.00000 615960.00 SUBGRADE | | | 0025 207034-000 79463.000 SY | 1.15000 91382.45| 1.25000 99328.75| 1.15000 91382.45 FABRIC FOR SEPARATION | | | 0030 218002-000 225.000 CY | 103.50000 23287.50| 160.00000 36000.00| 185.00000 41625.00 GROUTED RIPRAP | | | 0035 311006-001 6667.000 CY | 114.00000 760038.00| 120.00000 800040.00| 114.00000 760038.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0040 408002-001 113.000 GA | 2.70000 305.10| 2.65000 299.45| 2.50000 282.50 BITUMINOUS MATERIAL | | | 0045 601002-001 39.000 CY | 1700.00000 66300.00| 1525.00000 59475.00| 1530.00000 59670.00 CLASS B CONCRETE | | | 0050 604009-016 2.000 EA | 965.00000 1930.00| 450.00000 900.00| 840.00000 1680.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0055 604009-020 9.000 EA | 1035.00000 9315.00| 530.00000 4770.00| 950.00000 8550.00 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0060 604009-022 12.000 EA | 1500.00000 18000.00| 600.00000 7200.00| 1300.00000 15600.00 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0065 604052-002 240.000 LF | 36.00000 8640.00| 38.00000 9120.00| 75.00000 18000.00 4 INCH POLYVINYLCHLORIDE PIPE | | | 0070 604076-016 44.000 LF | 105.00000 4620.00| 62.00000 2728.00| 105.00000 4620.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0075 604076-020 637.000 LF | 68.00000 43316.00| 68.00000 43316.00| 130.00000 82810.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0080 604076-022 678.000 LF | 75.00000 50850.00| 90.00000 61020.00| 140.00000 94920.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 007 -10 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 1111028R1 COUNTIES : FAYETTE RALEIGH LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0481221 |( 5 ) 75-3079323 |( 6 ) 31-1023518 |MOUNTAINEER CONTRACTORS, INC |BEAR CONTRACTING, LLC |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 604076-024 164.000 LF | 88.00000 14432.00| 100.00000 16400.00| 175.00000 28700.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0090 604076-026 224.000 LF | 105.00000 23520.00| 120.00000 26880.00| 190.00000 42560.00 42 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0095 604076-028 99.000 LF | 107.00000 10593.00| 136.00000 13464.00| 210.00000 20790.00 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0100 604076-030 259.000 LF | 145.00000 37555.00| 165.00000 42735.00| 170.00000 44030.00 54 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A3 | | | 0105 605009-001 25.000 EA | 2435.00000 60875.00| 2400.00000 60000.00| 3500.00000 87500.00 TYPE G INLET | | | 0110 606029-001 20211.000 LF | 8.25000 166740.75| 8.70000 175835.70| 8.25000 166740.75 FREE DRAINING BASE TRENCH | | | 0115 606030-001 963.000 LF | 18.50000 17815.50| 19.50000 18778.50| 18.50000 17815.50 OUTLET PIPE, 6 INCH | | | 0120 607001-001 1375.000 LF | 12.45000 17118.75| 13.50000 18562.50| 12.76000 17545.00 TYPE 1 GUARDRAIL, CLASS I | | | 0125 607001-001 15813.000 LF | 9.25000 146270.25| 9.60000 151804.80| 9.08000 143582.04 TYPE 1 GUARDRAIL, CLASS II | | | 0130 607010-020 100.000 LF | 1.00000 100.00| 2.25000 225.00| 2.00000 200.00 GUARDRAIL REMOVAL | | | 0135 607065-001 1.000 EA | 1450.00000 1450.00| 1700.00000 1700.00| 1650.00000 1650.00 FLARED END TERMINAL | | | 0140 633003-001 581.000 CY | 65.00000 37765.00| 72.00000 41832.00| 23.33000 13554.73 DUMPED ROCK GUTTER | | | 0145 636007-001 5040.000 LF | 1.00000 5040.00| 0.55000 2772.00| 0.50000 2520.00 ERADICATION OF PAVEMENT MARKING | | | 0150 636009-001 6720.000 LF | 2.20000 14784.00| 1.10000 7392.00| 1.00000 6720.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN, | | | TY VIIB | | | 0155 636011-001 6870.000 UN | 1.00000 6870.00| 1.10000 7557.00| 1.00000 6870.00 TRAFFIC CONTROL DEVICE | | | 0160 636012-010 1.000 EA | 100.00000 100.00| 105.00000 105.00| 100.00000 100.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0165 636013-001 50.000 EA | 1.00000 50.00| 1.10000 55.00| 1.00000 50.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 007 -11 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 1111028R1 COUNTIES : FAYETTE RALEIGH LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0481221 |( 5 ) 75-3079323 |( 6 ) 31-1023518 |MOUNTAINEER CONTRACTORS, INC |BEAR CONTRACTING, LLC |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0170 636014-001 2200.000 HR | 65.00000 143000.00| 73.50000 161700.00| 50.00000 110000.00 FLAGGER | | | 0175 636017-001 1660.000 LF | 34.50000 57270.00| 44.00000 73040.00| 25.00000 41500.00 TEMPORARY CONCRETE BARRIER | | | 0180 636019-001 350.000 LF | 17.55000 6142.50| 15.25000 5337.50| 14.56000 5096.00 TEMPORARY GUARDRAIL BARRIER | | | 0185 636025-001 365.000 DA | 1.25000 456.25| 1.60000 584.00| 1.50000 547.50 WARNING LIGHTS, TYPE B | | | 0190 637001-001 507.000 MG | 95.00000 48165.00| 20.00000 10140.00| 50.00000 25350.00 WATER FOR DUST PALLIATIVE | | | 0195 638002-001 109.000 EA | 148.00000 16132.00| 204.40000 22279.60| 100.00000 10900.00 RIGHT OF WAY MARKER | | | 0200 638004-001 1.000 EA | 85.00000 85.00| 125.00000 125.00| 200.00000 200.00 OUTLET MARKER | | | 0205 639001-001 LUMP | 320414.75000 320414.75| 120000.00000 120000.00| 150000.00000 150000.00 CONSTRUCTION LAYOUT STAKE | | | 0210 640003-001 LUMP | 5000.00000 5000.00| 1800.00000 1800.00| 5000.00000 5000.00 BUILDING EQUIPMENT | | | 0215 640006-001 6.000 MO | 4500.00000 27000.00| 1150.00000 6900.00| 5000.00000 30000.00 SMALL FIELD OFFICE | | | 0220 642004-001 2463.000 LB | 1.60000 3940.80| 0.01000 24.63| 0.01000 24.63 SEED MIXTURE, TEMPORARY | | | 0225 642004-002 2411.200 LB | 2.50000 6028.00| 1.10000 2652.32| 1.00000 2411.20 SEED MIXTURE, B | | | 0230 642004-003 1726.000 LB | 7.50000 12945.00| 4.25000 7335.50| 4.00000 6904.00 SEED MIXTURE, D | | | 0235 642005-001 50.000 TN | 330.00000 16500.00| 425.00000 21250.00| 400.00000 20000.00 MULCH, STRAW OR HAY | | | 0240 642005-002 18.000 TN | 470.00000 8460.00| 1105.00000 19890.00| 1050.00000 18900.00 MULCH, WOOD CELLULOSE FIBER | | | 0245 642006-001 19.000 TN | 480.00000 9120.00| 580.00000 11020.00| 550.00000 10450.00 FERTILIZER | | | 0250 642010-001 36.300 TN | 50.00000 1815.00| 26.50000 961.95| 25.00000 907.50 AGRICULTURAL LIMESTONE | | | 0255 642012-001 10120.000 LF | 2.60000 26312.00| 3.65000 36938.00| 3.20000 32384.00 SILT FENCE | | | 0260 642015-001 7500.000 LF | 8.50000 63750.00| 18.00000 135000.00| 11.00000 82500.00 SUPER SILT FENCE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 007 -12 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 1111028R1 COUNTIES : FAYETTE RALEIGH LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0481221 |( 5 ) 75-3079323 |( 6 ) 31-1023518 |MOUNTAINEER CONTRACTORS, INC |BEAR CONTRACTING, LLC |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0265 642031-001 416.000 EA | 70.00000 29120.00| 255.00000 106080.00| 100.00000 41600.00 DITCH CHECK | | | 0270 642033-001 2077.000 CY | 14.00000 29078.00| 15.00000 31155.00| 4.50000 9346.50 SEDIMENT TRAP | | | 0275 642036-001 2077.000 CY | 1.50000 3115.50| 12.00000 24924.00| 0.01000 20.77 SEDIMENT REMOVAL | | | 0280 642042-001 44.000 EA | 135.00000 5940.00| 850.00000 37400.00| 167.31000 7361.64 FLOCCULANT BLOCK | | | 0285 642050-001 2.000 EA | 1500.00000 3000.00| 5000.00000 10000.00| 938.36000 1876.72 DEWATERING DEVICE | | | 0290 652001-001 34.000 TN | 50.00000 1700.00| 26.50000 901.00| 25.00000 850.00 AGRICULTURAL LIMESTONE | | | 0295 652002-001 20.000 TN | 480.00000 9600.00| 841.00000 16820.00| 800.00000 16000.00 FERTILIZER, 10-20-10 | | | 0300 652002-002 3.400 TN | 760.00000 2584.00| 1690.00000 5746.00| 1600.00000 5440.00 FERTILIZER, UREA FORMALDEHYDE | | | 0305 652003-001 1959.000 LB | 2.30000 4505.70| 1.10000 2154.90| 1.00000 1959.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0310 652003-002 1374.000 LB | 7.50000 10305.00| 3.25000 4465.50| 3.00000 4122.00 SEED MIXTURE, D | | | 0315 652004-001 23.000 TN | 350.00000 8050.00| 395.00000 9085.00| 375.00000 8625.00 STRAW OR HAY MULCH | | | 0320 652004-002 15.000 TN | 470.00000 7050.00| 1052.00000 15780.00| 1000.00000 15000.00 WOOD CELLULOSE FIBER MULCH | | | 0325 307005-001 AA1 907.000 TN | 30.50000 27663.50| 37.70000 34193.90| 44.00000 39908.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0330 307005-002 AA2 866.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0335 307005-001 BB1 2728.000 TN | 24.50000 66836.00| 38.70000 105573.60| 60.00000 163680.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0340 307005-002 BB2 2604.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0345 307005-001 CC1 673.000 TN | 27.00000 18171.00| 33.00000 22209.00| 40.00000 26920.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 3 | | | 0350 307005-002 CC2 643.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 3 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 007 -13 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 1111028R1 COUNTIES : FAYETTE RALEIGH LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0481221 |( 5 ) 75-3079323 |( 6 ) 31-1023518 |MOUNTAINEER CONTRACTORS, INC |BEAR CONTRACTING, LLC |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0355 401001-020 DD1 13610.000 TN | 96.00000 1306560.00| 98.75000 1343987.50| 94.00000 1279340.00 MARSHALL HMA BASE CRSE, SG, TY I | | | 0360 401001-021 DD2 12992.000 TN | | | MARSHALL HMA BASE CRSE, S, TY I | | | 0365 401001-023 EE1 6741.000 TN | 98.00000 660618.00| 101.00000 680841.00| 96.00000 647136.00 MARSHALL HMA BASE CRSE, SG, TY II | | | 0370 401001-024 EE2 6435.000 TN | | | MARSHALL HMA BASE CRSE, S, TY II | | | 0375 401002-020 FF1 3564.000 TN | 99.00000 352836.00| 104.10000 371012.40| 99.00000 352836.00 MARSHALL HMA WEAR CRSE, SG, TY I | | | 0380 401002-021 FF2 3402.000 TN | | | MARSHALL HMA WEAR CRSE, S, TY I | | | 0385 401003-001 GG1 162.000 TN | 105.00000 17010.00| 110.50000 17901.00| 105.00000 17010.00 MARSHALL HMA P/L CRSE, SG GRAVEL | | | 0390 401003-002 GG2 155.000 TN | | | MARSHALL HMA P/L CRSE, S | | | 0395 636002-001 HH1 128.000 TN | 44.00000 5632.00| 29.00000 3712.00| 21.00000 2688.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0400 636002-002 HH2 122.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 8,125,400.30| $ 8,538,749.84| $ 10,217,471.40 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 12' X 4' BOX EXTENSION Y007 | | | 0405 211008-000 220.000 TN | 39.00000 8580.00| 49.00000 10780.00| 65.00000 14300.00 ROCK BORROW EXCAVATION | | | 0410 212001-000 280.000 CY | 25.50000 7140.00| 21.00000 5880.00| 90.00000 25200.00 STRUCTURE EXCAVATION | | | 0415 212005-000 5.000 CY | 205.00000 1025.00| 111.00000 555.00| 800.00000 4000.00 SELECT MATERIAL FOR BACKFILLING | | | 0420 218006-000 40.000 CY | 64.50000 2580.00| 92.00000 3680.00| 100.00000 4000.00 FOUNDATION PROTECTION | | | 0425 601002-001 90.000 CY | 985.00000 88650.00| 870.00000 78300.00| 900.00000 81000.00 CLASS B CONCRETE | | | 0430 602002-001 7034.000 LB | 1.75000 12309.50| 1.80000 12661.20| 1.60000 11254.40 EPOXY COATED REINFORCING STEEL BAR | | | 0435 639001-001 LUMP | 12850.00000 12850.00| 1000.00000 1000.00| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 133,134.50| $ 112,856.20| $ 141,754.40 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 10' X 10' BOX CULVERT EXTENSION Y007 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 007 -14 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 1111028R1 COUNTIES : FAYETTE RALEIGH LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0481221 |( 5 ) 75-3079323 |( 6 ) 31-1023518 |MOUNTAINEER CONTRACTORS, INC |BEAR CONTRACTING, LLC |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0440 211008-000 355.000 TN | 35.50000 12602.50| 49.00000 17395.00| 65.00000 23075.00 ROCK BORROW EXCAVATION | | | 0445 212001-000 420.000 CY | 22.00000 9240.00| 21.00000 8820.00| 70.00000 29400.00 STRUCTURE EXCAVATION | | | 0450 212005-000 18.000 CY | 145.00000 2610.00| 111.00000 1998.00| 250.00000 4500.00 SELECT MATERIAL FOR BACKFILLING | | | 0455 218006-000 60.000 CY | 64.50000 3870.00| 92.00000 5520.00| 100.00000 6000.00 FOUNDATION PROTECTION | | | 0460 601002-001 148.000 CY | 750.00000 111000.00| 660.00000 97680.00| 800.00000 118400.00 CLASS B CONCRETE | | | 0465 602002-001 25400.000 LB | 1.60000 40640.00| 1.60000 40640.00| 1.60000 40640.00 EPOXY COATED REINFORCING STEEL BAR | | | 0470 639001-001 LUMP | 1200.00000 1200.00| 1000.00000 1000.00| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 181,162.50| $ 173,053.00| $ 224,015.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 SIGNING & PAVEMENT MARKINGS Y002 | | | 0475 657008-001 104.000 LF | 8.00000 832.00| 7.00000 728.00| 6.50000 676.00 2.00 LB CHANNEL POST | | | 0480 657010-001 328.500 LF | 10.00000 3285.00| 8.50000 2792.25| 8.00000 2628.00 3.00 LB CHANNEL POST | | | 0485 657018-001 1.000 EA | 35.00000 35.00| 21.00000 21.00| 20.00000 20.00 POST REMOVAL | | | 0490 661001-001 186.000 SF | 49.00000 9114.00| 18.00000 3348.00| 17.00000 3162.00 0.080 IN FLAT SHEET SIGN | | | 0495 661013-001 171.000 EA | 47.00000 8037.00| 23.00000 3933.00| 18.00000 3078.00 PLASTIC DELINEATOR POST, WHITE, | | | GUARDRAIL MOUNTED | | | 0500 661013-001 181.000 EA | 47.00000 8507.00| 39.00000 7059.00| 30.00000 5430.00 PLASTIC DELINEATOR POST, WHITE, SOIL | | | ANCHORED | | | 0505 663001-004 34729.000 LF | 0.15000 5209.35| 0.16000 5556.64| 0.15000 5209.35 EDGE LINE, TYPE II - 4 IN WHITE | | | 0510 663002-005 1100.000 LF | 0.15000 165.00| 0.16000 176.00| 0.15000 165.00 LANE LINE, TYPE II - 4 IN WHITE | | | 0515 663002-038 35899.000 LF | 0.15000 5384.85| 0.16000 5743.84| 0.15000 5384.85 CENTERLINE, TYPE II - 4 IN | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 007 -15 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 1111028R1 COUNTIES : FAYETTE RALEIGH LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0481221 |( 5 ) 75-3079323 |( 6 ) 31-1023518 |MOUNTAINEER CONTRACTORS, INC |BEAR CONTRACTING, LLC |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0520 663004-011 577.000 LF | 7.50000 4327.50| 7.50000 4327.50| 7.00000 4039.00 CHANNELIZING LINE, TYPE V - 8 IN | | | 0525 663005-010 26.000 LF | 9.00000 234.00| 16.00000 416.00| 15.00000 390.00 STOP LINE, TYPE V - 12 IN | | | 0530 663007-010 198.000 LF | 9.00000 1782.00| 9.50000 1881.00| 9.00000 1782.00 STRIPE, TYPE V - 12 IN WHITE | | | 0535 663007-010 310.000 LF | 9.00000 2790.00| 9.50000 2945.00| 9.00000 2790.00 STRIPE, TYPE V - 12 IN YELLOW | | | 0540 663010-010 6.000 EA | 175.00000 1050.00| 265.00000 1590.00| 250.00000 1500.00 ONE DIRECTION LANE ASSIGNMENT ARROW, TY | | | V | | | 0545 663012-116 19.000 EA | 25.00000 475.00| 27.50000 522.50| 29.00000 551.00 RAISED PAVEMENT MARKER, TYPE R-4 MONO | | | DIRECTIONAL WHITE | | | 0550 663012-208 229.000 EA | 25.00000 5725.00| 27.50000 6297.50| 26.00000 5954.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | BI-DIRECTIONAL YELLOW | | | SECTION TOTALS | $ 56,952.70| $ 47,337.23| $ 42,759.20 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 COMPUTER SYSTEM K000 | | | 0555 640004-001 LUMP | 5000.00000 5000.00| 7800.00000 7800.00| 5000.00000 5000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 5,000.00| $ 7,800.00| $ 5,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 8,501,650.00| $ 8,879,796.27| $ 10,631,000.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 008 -1 VENDOR RANKING CALL ORDER : 008 CONTRACT ID : 0629740R2 COUNTIES : BRAXTON LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 07 CONTRACT DESCRIPTION : LOWER GASSAWAY TRUSS PROJECT(S) : S304-0004/00-016.91 00 00BR 0004 043 D00 LOCATION: 0.07 M N CO 4/24-9.15 M N CO 4/24 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 34-1199322 VELOTTA COMPANY, THE $ 263,507.69 100.0000% 2 62-1345425 BILCO CONSTRUCTION CO., INC. $ 413,864.00 157.0596% 3 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 527,013.40 199.9992% 4 55-0760993 D. CARTER, INC. $ 844,671.00 320.5489% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 008 -2 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0629740R2 COUNTIES : BRAXTON LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1199322 |( 2 ) 62-1345425 |( 3 ) 55-0487806 |VELOTTA COMPANY, THE |BILCO CONSTRUCTION CO., INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE & DRAIN C000 | | | 0005 201001-000 1.000 LS | 1000.00000 1000.00| 10400.00000 10400.00| 110000.00000 110000.00 CLEARING AND GRUBBING | | | 0010 203001-000 LUMP | 226500.00000 226500.00| 340000.00000 340000.00| 370000.00000 370000.00 DISMANTLING STRUCTURE | | | 0015 204001-000 LUMP | 13000.00000 13000.00| 55800.00000 55800.00| 20000.00000 20000.00 MOBILIZATION | | | 0020 207001-001 112.000 CY | 60.00000 6720.00| 10.00000 1120.00| 94.00000 10528.00 UNCLASSIFIED EXCAVATION | | | 0025 639001-001 LUMP | 1000.00000 1000.00| 3010.00000 3010.00| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKE | | | 0030 640005-001 2.000 MO | 2000.00000 4000.00| 500.00000 1000.00| 4100.00000 8200.00 MINIMAL FIELD OFFICE | | | 0035 642012-001 332.000 LF | 4.00000 1328.00| 2.00000 664.00| 7.90000 2622.80 SILT FENCE | | | 0040 652001-001 0.140 TN | 22.40000 3.14| 1000.00000 140.00| 340.00000 47.60 AGRICULTURAL LIMESTONE | | | 0045 652002-001 0.070 TN | 44.80000 3.14| 1000.00000 70.00| 6700.00000 469.00 FERTILIZER, 10-20-10 | | | 0050 652002-002 0.020 TN | 20.60000 0.41| 1000.00000 20.00| 11000.00000 220.00 FERTILIZER, UREA FORMALDEHYDE | | | 0055 652003-001 14.000 LB | 700.00000 9800.00| 100.00000 1400.00| 89.00000 1246.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0060 652004-001 0.300 TN | 510.00000 153.00| 800.00000 240.00| 5600.00000 1680.00 STRAW OR HAY MULCH | | | SECTION TOTALS | $ 263,507.69| $ 413,864.00| $ 527,013.40 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 263,507.69| $ 413,864.00| $ 527,013.40 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 008 -3 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0629740R2 COUNTIES : BRAXTON LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0760993 |( ) |( ) |D. CARTER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE & DRAIN C000 | | | 0005 201001-000 1.000 LS | 18000.00000 18000.00| | CLEARING AND GRUBBING | | | 0010 203001-000 LUMP | 760000.00000 760000.00| | DISMANTLING STRUCTURE | | | 0015 204001-000 LUMP | 40000.00000 40000.00| | MOBILIZATION | | | 0020 207001-001 112.000 CY | 18.00000 2016.00| | UNCLASSIFIED EXCAVATION | | | 0025 639001-001 LUMP | 15000.00000 15000.00| | CONSTRUCTION LAYOUT STAKE | | | 0030 640005-001 2.000 MO | 1500.00000 3000.00| | MINIMAL FIELD OFFICE | | | 0035 642012-001 332.000 LF | 5.00000 1660.00| | SILT FENCE | | | 0040 652001-001 0.140 TN | 11000.00000 1540.00| | AGRICULTURAL LIMESTONE | | | 0045 652002-001 0.070 TN | 2500.00000 175.00| | FERTILIZER, 10-20-10 | | | 0050 652002-002 0.020 TN | 12000.00000 240.00| | FERTILIZER, UREA FORMALDEHYDE | | | 0055 652003-001 14.000 LB | 200.00000 2800.00| | SEED MIXTURES, B, C-1, OR C-2 | | | 0060 652004-001 0.300 TN | 800.00000 240.00| | STRAW OR HAY MULCH | | | SECTION TOTALS | $ 844,671.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 844,671.00| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 009 -1 VENDOR RANKING CALL ORDER : 009 CONTRACT ID : 1005334R1 COUNTIES : LEWIS LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 07 CONTRACT DESCRIPTION : WEST FORK RIVER BRIDGE LMC O/L +3 PROJECT(S) : S321-0079/00-095.73 00 ACIM 0792 171 D00 LOCATION: VARIOUS ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 27-2000626 TRITON CONSTRUCTION INC $ 2,110,500.00 100.0000% 2 34-1199322 VELOTTA COMPANY, THE $ 2,376,900.00 112.6226% 3 31-1023518 KOKOSING CONSTRUCTION COMPANY, INC. $ 2,395,000.00 113.4802% 4 55-0535003 KANAWHA STONE COMPANY, INC. $ 2,588,510.50 122.6492% 5 31-4366382 COMPLETE GENERAL CONSTRUCTION COMPANY $ 2,607,112.00 123.5305% 6 33-0349226 PENHALL COMPANY $ 2,762,653.30 130.9004% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 009 -2 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 1005334R1 COUNTIES : LEWIS LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 27-2000626 |( 2 ) 34-1199322 |( 3 ) 31-1023518 |TRITON CONSTRUCTION INC |VELOTTA COMPANY, THE |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADWAY I000 | | | 0005 204001-000 LUMP | 105163.50000 105163.50| 123300.00000 123300.00| 120600.00000 120600.00 MOBILIZATION | | | 0010 408002-001 48.000 GA | 12.00000 576.00| 3.00000 144.00| 10.00000 480.00 BITUMINOUS MATERIAL | | | 0015 415005-001 1595.000 SY | 15.00000 23925.00| 6.00000 9570.00| 10.00000 15950.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0020 636007-001 41600.000 LF | 0.01000 416.00| 0.40000 16640.00| 0.01000 416.00 ERADICATION OF PAVEMENT MARKING | | | 0025 636008-002 19600.000 LF | 0.01000 196.00| 0.20000 3920.00| 0.20000 3920.00 TEMPORARY PAVEMENT MARKING-PAINT 6 IN | | | 0030 636009-002 19600.000 LF | 3.00000 58800.00| 1.50000 29400.00| 0.01000 196.00 TEMPORARY PAVEMENT MARKING-TAPE 6 IN, | | | TY TYPE VIIC | | | 0035 636011-001 109200.000 UN | 0.50000 54600.00| 0.80000 87360.00| 0.80000 87360.00 TRAFFIC CONTROL DEVICE | | | 0040 636012-010 6.000 EA | 100.00000 600.00| 100.00000 600.00| 100.00000 600.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0045 636013-001 600.000 EA | 1.00000 600.00| 1.00000 600.00| 1.00000 600.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0050 636014-001 200.000 HR | 50.00000 10000.00| 0.01000 2.00| 45.00000 9000.00 FLAGGER | | | 0055 636014-002 600.000 HR | 25.00000 15000.00| 0.01000 6.00| 0.01000 6.00 TRAFFIC DIRECTOR | | | 0060 636017-001 1660.000 LF | 45.00000 74700.00| 35.00000 58100.00| 30.00000 49800.00 TEMPORARY CONCRETE BARRIER | | | 0065 636018-001 1660.000 LF | 10.00000 16600.00| 5.00000 8300.00| 3.00000 4980.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0070 636021-001 360.000 DA | 12.00000 4320.00| 12.00000 4320.00| 15.00000 5400.00 ELECTRIC ARROW | | | 0075 636022-001 400.000 DA | 40.00000 16000.00| 40.00000 16000.00| 40.00000 16000.00 CHANGEABLE MESSAGE SIGN | | | 0080 636025-001 4800.000 DA | 0.01000 48.00| 1.00000 4800.00| 1.00000 4800.00 WARNING LIGHTS, TYPE B | | | 0085 636028-001 240.000 DA | 175.00000 42000.00| 100.00000 24000.00| 100.00000 24000.00 SHADOW VEHICLE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 009 -3 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 1005334R1 COUNTIES : LEWIS LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 27-2000626 |( 2 ) 34-1199322 |( 3 ) 31-1023518 |TRITON CONSTRUCTION INC |VELOTTA COMPANY, THE |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 636030-001 360.000 DA | 30.00000 10800.00| 30.00000 10800.00| 30.00000 10800.00 SPEED MONITORING TRAILER | | | 0095 636060-001 8.000 EA | 4200.00000 33600.00| 4000.00000 32000.00| 4000.00000 32000.00 TEMPORARY IMPACT ATTENUATING DEVICE | | | 0100 636060-002 8.000 EA | 1500.00000 12000.00| 1500.00000 12000.00| 1500.00000 12000.00 REMOVE AND RESET ATTENUATOR DEVICE | | | 0105 663001-026 9800.000 LF | 0.01000 98.00| 0.20000 1960.00| 0.20000 1960.00 EDGE LINE, TYPE II - 6 IN ,WHITE | | | 0110 663001-026 9800.000 LF | 0.01000 98.00| 0.20000 1960.00| 0.20000 1960.00 EDGE LINE, TYPE II - 6 IN ,YELLOW | | | 0115 663002-026 2450.000 LF | 0.01000 24.50| 0.20000 490.00| 0.20000 490.00 LANE LINE, TYPE II - 6 IN | | | 0120 663012-208 34.000 EA | 50.00000 1700.00| 27.00000 918.00| 27.00000 918.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | 0125 402001-040 AA1 132.000 TN | 450.00000 59400.00| 255.00000 33660.00| 300.00000 39600.00 SUPERPAVE HMA SKID PVT, SG, TY 9.5 | | | 0130 402001-041 AA2 126.000 TN | | | SUPERPAVE HMA SKID PVT, S, TY 9.5 | | | SECTION TOTALS | $ 541,265.00| $ 480,850.00| $ 443,836.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #2706.2 X431 | | | 0135 601030-004 50.000 CF | 125.00000 6250.00| 355.00000 17750.00| 500.00000 25000.00 PATCHING CONCRETE STRUCTURES | | | 0140 627016-001 217.000 LF | 555.00000 120435.00| 780.00000 169260.00| 650.00000 141050.00 REMOVE AND REBUILD EXPANSION JOINT | | | 0145 679001-001 4695.000 SY | 87.00000 408465.00| 100.00000 469500.00| 112.00000 525840.00 CONCRETE DECK OVERLAY | | | SECTION TOTALS | $ 535,150.00| $ 656,510.00| $ 691,890.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 BRIDGE #2708.3 X431 | | | 0150 627016-001 213.000 LF | 555.00000 118215.00| 780.00000 166140.00| 650.00000 138450.00 REMOVE AND REBUILD EXPANSION JOINT | | | 0155 679001-001 2220.000 SY | 100.00000 222000.00| 100.00000 222000.00| 117.00000 259740.00 CONCRETE DECK OVERLAY | | | SECTION TOTALS | $ 340,215.00| $ 388,140.00| $ 398,190.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 BRIDGE #2713.2 X431 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 009 -4 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 1005334R1 COUNTIES : LEWIS LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 27-2000626 |( 2 ) 34-1199322 |( 3 ) 31-1023518 |TRITON CONSTRUCTION INC |VELOTTA COMPANY, THE |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0160 627016-001 170.000 LF | 555.00000 94350.00| 780.00000 132600.00| 650.00000 110500.00 REMOVE AND REBUILD EXPANSION JOINT | | | 0165 679001-001 1180.000 SY | 100.00000 118000.00| 100.00000 118000.00| 117.00000 138060.00 CONCRETE DECK OVERLAY | | | SECTION TOTALS | $ 212,350.00| $ 250,600.00| $ 248,560.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 BRIDGE #2236.3 X431 | | | 0170 627016-001 270.000 LF | 555.00000 149850.00| 780.00000 210600.00| 650.00000 175500.00 REMOVE AND REBUILD EXPANSION JOINT | | | 0175 679001-001 3902.000 SY | 85.00000 331670.00| 100.00000 390200.00| 112.00000 437024.00 CONCRETE DECK OVERLAY | | | SECTION TOTALS | $ 481,520.00| $ 600,800.00| $ 612,524.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,110,500.00| $ 2,376,900.00| $ 2,395,000.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 009 -5 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 1005334R1 COUNTIES : LEWIS LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0535003 |( 5 ) 31-4366382 |( 6 ) 33-0349226 |KANAWHA STONE COMPANY, INC. |COMPLETE GENERAL CONSTRUCTIO |PENHALL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADWAY I000 | | | 0005 204001-000 LUMP | 120000.00000 120000.00| 125000.00000 125000.00| 160000.00000 160000.00 MOBILIZATION | | | 0010 408002-001 48.000 GA | 3.00000 144.00| 3.00000 144.00| 2.60000 124.80 BITUMINOUS MATERIAL | | | 0015 415005-001 1595.000 SY | 7.10000 11324.50| 5.00000 7975.00| 4.30000 6858.50 REMOVE EXISTING PAVEMENT SURFACE | | | 0020 636007-001 41600.000 LF | 0.50000 20800.00| 1.50000 62400.00| 0.48000 19968.00 ERADICATION OF PAVEMENT MARKING | | | 0025 636008-002 19600.000 LF | 0.20000 3920.00| 0.22000 4312.00| 0.24000 4704.00 TEMPORARY PAVEMENT MARKING-PAINT 6 IN | | | 0030 636009-002 19600.000 LF | 2.00000 39200.00| 3.00000 58800.00| 1.80000 35280.00 TEMPORARY PAVEMENT MARKING-TAPE 6 IN, | | | TY TYPE VIIC | | | 0035 636011-001 109200.000 UN | 0.85000 92820.00| 0.80000 87360.00| 1.05000 114660.00 TRAFFIC CONTROL DEVICE | | | 0040 636012-010 6.000 EA | 100.00000 600.00| 100.00000 600.00| 122.00000 732.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0045 636013-001 600.000 EA | 1.00000 600.00| 1.00000 600.00| 1.20000 720.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0050 636014-001 200.000 HR | 73.00000 14600.00| 60.00000 12000.00| 58.50000 11700.00 FLAGGER | | | 0055 636014-002 600.000 HR | 32.00000 19200.00| 75.00000 45000.00| 55.00000 33000.00 TRAFFIC DIRECTOR | | | 0060 636017-001 1660.000 LF | 45.00000 74700.00| 20.00000 33200.00| 33.00000 54780.00 TEMPORARY CONCRETE BARRIER | | | 0065 636018-001 1660.000 LF | 12.00000 19920.00| 8.00000 13280.00| 1.25000 2075.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0070 636021-001 360.000 DA | 15.00000 5400.00| 15.00000 5400.00| 14.20000 5112.00 ELECTRIC ARROW | | | 0075 636022-001 400.000 DA | 50.00000 20000.00| 45.00000 18000.00| 47.30000 18920.00 CHANGEABLE MESSAGE SIGN | | | 0080 636025-001 4800.000 DA | 2.00000 9600.00| 1.00000 4800.00| 1.20000 5760.00 WARNING LIGHTS, TYPE B | | | 0085 636028-001 240.000 DA | 100.00000 24000.00| 100.00000 24000.00| 122.00000 29280.00 SHADOW VEHICLE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 009 -6 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 1005334R1 COUNTIES : LEWIS LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0535003 |( 5 ) 31-4366382 |( 6 ) 33-0349226 |KANAWHA STONE COMPANY, INC. |COMPLETE GENERAL CONSTRUCTIO |PENHALL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 636030-001 360.000 DA | 35.00000 12600.00| 35.00000 12600.00| 35.45000 12762.00 SPEED MONITORING TRAILER | | | 0095 636060-001 8.000 EA | 4900.00000 39200.00| 4000.00000 32000.00| 4450.00000 35600.00 TEMPORARY IMPACT ATTENUATING DEVICE | | | 0100 636060-002 8.000 EA | 1850.00000 14800.00| 900.00000 7200.00| 482.50000 3860.00 REMOVE AND RESET ATTENUATOR DEVICE | | | 0105 663001-026 9800.000 LF | 0.20000 1960.00| 0.22000 2156.00| 0.24000 2352.00 EDGE LINE, TYPE II - 6 IN ,WHITE | | | 0110 663001-026 9800.000 LF | 0.20000 1960.00| 0.22000 2156.00| 0.24000 2352.00 EDGE LINE, TYPE II - 6 IN ,YELLOW | | | 0115 663002-026 2450.000 LF | 0.20000 490.00| 0.22000 539.00| 0.24000 588.00 LANE LINE, TYPE II - 6 IN | | | 0120 663012-208 34.000 EA | 27.00000 918.00| 35.00000 1190.00| 35.50000 1207.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | 0125 402001-040 AA1 132.000 TN | 374.00000 49368.00| 374.00000 49368.00| 358.00000 47256.00 SUPERPAVE HMA SKID PVT, SG, TY 9.5 | | | 0130 402001-041 AA2 126.000 TN | | | SUPERPAVE HMA SKID PVT, S, TY 9.5 | | | SECTION TOTALS | $ 598,124.50| $ 610,080.00| $ 609,651.30 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #2706.2 X431 | | | 0135 601030-004 50.000 CF | 400.00000 20000.00| 200.00000 10000.00| 990.00000 49500.00 PATCHING CONCRETE STRUCTURES | | | 0140 627016-001 217.000 LF | 650.00000 141050.00| 620.00000 134540.00| 880.00000 190960.00 REMOVE AND REBUILD EXPANSION JOINT | | | 0145 679001-001 4695.000 SY | 108.00000 507060.00| 120.00000 563400.00| 100.00000 469500.00 CONCRETE DECK OVERLAY | | | SECTION TOTALS | $ 668,110.00| $ 707,940.00| $ 709,960.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 BRIDGE #2708.3 X431 | | | 0150 627016-001 213.000 LF | 660.00000 140580.00| 620.00000 132060.00| 890.00000 189570.00 REMOVE AND REBUILD EXPANSION JOINT | | | 0155 679001-001 2220.000 SY | 119.00000 264180.00| 120.00000 266400.00| 126.00000 279720.00 CONCRETE DECK OVERLAY | | | SECTION TOTALS | $ 404,760.00| $ 398,460.00| $ 469,290.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 BRIDGE #2713.2 X431 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 009 -7 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 1005334R1 COUNTIES : LEWIS LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0535003 |( 5 ) 31-4366382 |( 6 ) 33-0349226 |KANAWHA STONE COMPANY, INC. |COMPLETE GENERAL CONSTRUCTIO |PENHALL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0160 627016-001 170.000 LF | 715.00000 121550.00| 620.00000 105400.00| 870.00000 147900.00 REMOVE AND REBUILD EXPANSION JOINT | | | 0165 679001-001 1180.000 SY | 143.00000 168740.00| 140.00000 165200.00| 148.00000 174640.00 CONCRETE DECK OVERLAY | | | SECTION TOTALS | $ 290,290.00| $ 270,600.00| $ 322,540.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 BRIDGE #2236.3 X431 | | | 0170 627016-001 270.000 LF | 690.00000 186300.00| 620.00000 167400.00| 880.00000 237600.00 REMOVE AND REBUILD EXPANSION JOINT | | | 0175 679001-001 3902.000 SY | 113.00000 440926.00| 116.00000 452632.00| 106.00000 413612.00 CONCRETE DECK OVERLAY | | | SECTION TOTALS | $ 627,226.00| $ 620,032.00| $ 651,212.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,588,510.50| $ 2,607,112.00| $ 2,762,653.30 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 010 -1 VENDOR RANKING CALL ORDER : 010 CONTRACT ID : 0020043R2 COUNTIES : TUCKER LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 08 CONTRACT DESCRIPTION : CORR. H: DAVIS - BISMARK SECTIONS 1-5 PROJECT(S) : X347-000H/00-064.85 00 ACAP 0484 241 000 LOCATION: 0.7 MI E WV 32 - 6.2 MI W WV 32 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0328627 J. F. ALLEN COMPANY $ 55,760,981.33 100.0000% 2 25-1021993 TRUMBULL CORPORATION $ 56,952,617.02 102.1370% 3 31-1023518 KOKOSING CONSTRUCTION COMPANY, INC. $ 58,614,950.52 105.1182% 4 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 59,714,375.00 107.0899% 5 55-0345840 VECELLIO & GROGAN, INC. $ 62,997,221.55 112.9772% 6 25-0930077 JOSEPH B. FAY CO. $ 63,930,000.00 114.6501% 7 55-0535003 KANAWHA STONE COMPANY, INC. $ 65,425,519.65 117.3321% 23-1374051 NEW ENTERPRISE STONE & LIME CO., INC. IRREGULAR WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 010 -2 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0020043R2 COUNTIES : TUCKER LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0328627 |( 2 ) 25-1021993 |( 3 ) 31-1023518 |J. F. ALLEN COMPANY |TRUMBULL CORPORATION |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN & PAVE | | | 0005 201001-000 1.000 LS | 3330406.07000 3330406.07| 1700000.00000 1700000.00| 981345.00000 981345.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 2810699.00000 2810699.00| 2796000.00000 2796000.00| 2900000.00000 2900000.00 MOBILIZATION | | | 0015 207001-001 2895137.000 CY | 3.89000 11262082.93| 5.75000 16647037.75| 6.00000 17370822.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 1912.000 CY | 36.05000 68927.60| 25.00000 47800.00| 60.00000 114720.00 SUBGRADE | | | 0025 207034-000 93811.000 SY | 1.20000 112573.20| 1.15000 107882.65| 1.00000 93811.00 FABRIC FOR SEPARATION | | | 0035 211002-000 50000.000 CY | 0.01000 500.00| 16.40000 820000.00| 1.50000 75000.00 ROCK BORROW EXCAVATION | | | 0040 211008-000 500.000 TN | 50.00000 25000.00| 30.00000 15000.00| 20.00000 10000.00 ROCK BORROW EXCAVATION | | | 0045 240001-000 57.000 LF | 100.00000 5700.00| 15.00000 855.00| 25.00000 1425.00 CLEAN CULVERT | | | 0050 307001-000 1031.000 CY | 39.15000 40363.65| 26.00000 26806.00| 50.00000 51550.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0055 307001-000 8659.000 CY | 41.35000 358049.65| 30.00000 259770.00| 42.00000 363678.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0060 307001-000 119.000 CY | 39.15000 4658.85| 35.00000 4165.00| 42.00000 4998.00 AGGREGATE BASE COURSE, CLASS 3 | | | 0065 311006-001 835.000 CY | 140.00000 116900.00| 134.00000 111890.00| 139.38000 116382.30 OPEN GRADED FREE DRAINING BASE COURSE | | | 0070 408002-001 213.000 GA | 3.00000 639.00| 4.00000 852.00| 4.16000 886.08 BITUMINOUS MATERIAL | | | 0075 502001-012 396.000 SY | 220.00000 87120.00| 280.00000 110880.00| 240.00000 95040.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0080 601002-001 609.000 CY | 1128.75000 687408.75| 1365.00000 831285.00| 1300.00000 791700.00 CLASS B CONCRETE | | | 0085 604009-016 2.000 EA | 414.65000 829.30| 440.00000 880.00| 500.00000 1000.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0090 604037-020 30.000 LF | 142.15000 4264.50| 110.00000 3300.00| 100.00000 3000.00 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 010 -3 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0020043R2 COUNTIES : TUCKER LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0328627 |( 2 ) 25-1021993 |( 3 ) 31-1023518 |J. F. ALLEN COMPANY |TRUMBULL CORPORATION |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 604041-065 175.000 LF | 749.50000 131162.50| 640.00000 112000.00| 700.00000 122500.00 98X63 INCH REINFORCED CONCRETE | | | ELLIPTICAL PIPE, CLASS III | | | 0100 604057-016 6959.000 LF | 59.10000 411276.90| 44.00000 306196.00| 60.00000 417540.00 18 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 0105 604057-020 7607.000 LF | 70.30000 534772.10| 55.00000 418385.00| 70.00000 532490.00 24 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 0110 604057-022 1777.000 LF | 84.85000 150778.45| 70.00000 124390.00| 85.00000 151045.00 30 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 0115 604057-024 2180.000 LF | 96.60000 210588.00| 80.00000 174400.00| 95.00000 207100.00 36 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 0120 604057-026 573.000 LF | 109.45000 62714.85| 128.00000 73344.00| 105.00000 60165.00 42 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 0125 604057-028 1119.000 LF | 122.90000 137525.10| 130.00000 145470.00| 115.00000 128685.00 48 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 0130 604057-030 827.000 LF | 152.60000 126200.20| 145.00000 119915.00| 130.00000 107510.00 54 INCH PRECOATED GALVANIZED STEEL PIPE | | | A3 | | | 0135 604057-032 478.000 LF | 289.45000 138357.10| 220.00000 105160.00| 300.00000 143400.00 60 INCH PRECOATED GALVANIZED STEEL PIPE | | | A3 | | | 0140 604057-034 371.000 LF | 355.25000 131797.75| 240.00000 89040.00| 350.00000 129850.00 66 INCH PRECOATED GALVANIZED STEEL PIPE | | | A3 | | | 0145 604057-034 325.000 LF | 352.45000 114546.25| 200.00000 65000.00| 360.00000 117000.00 66 INCH PRECOATED GALVANIZED STEEL PIPE | | | A5 | | | 0150 604057-036 215.000 LF | 410.45000 88246.75| 265.00000 56975.00| 400.00000 86000.00 72 INCH PRECOATED GALVANIZED STEEL PIPE | | | A3 | | | 0155 604057-036 1129.000 LF | 404.75000 456962.75| 221.00000 249509.00| 360.00000 406440.00 72 INCH PRECOATED GALVANIZED STEEL PIPE | | | A5 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 010 -4 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0020043R2 COUNTIES : TUCKER LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0328627 |( 2 ) 25-1021993 |( 3 ) 31-1023518 |J. F. ALLEN COMPANY |TRUMBULL CORPORATION |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0160 604057-040 408.000 LF | 473.50000 193188.00| 300.00000 122400.00| 440.00000 179520.00 84 INCH PRECOATED GALVANIZED STEEL PIPE | | | A5 | | | 0165 604057-048 371.000 LF | 759.45000 281755.95| 545.00000 202195.00| 730.00000 270830.00 108 INCH PRECOATED GALVANIZED STEEL | | | PIPE, C5 | | | 0170 604072-116 2.000 EA | 779.40000 1558.80| 745.00000 1490.00| 800.00000 1600.00 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0175 604072-124 1.000 EA | 4981.15000 4981.15| 4500.00000 4500.00| 4900.00000 4900.00 36 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0180 605001-001 1.000 EA | 3461.60000 3461.60| 2995.00000 2995.00| 2600.00000 2600.00 TYPE A MANHOLE | | | 0185 605002-001 1.000 EA | 6972.05000 6972.05| 3300.00000 3300.00| 4500.00000 4500.00 TYPE B MANHOLE | | | 0190 605009-001 136.000 EA | 2610.65000 355048.40| 1850.00000 251600.00| 2200.00000 299200.00 TYPE G INLET | | | 0195 605014-001 4.000 EA | 6000.00000 24000.00| 3250.00000 13000.00| 2600.00000 10400.00 MODIFIED INLET, TYPE G | | | 0200 605053-001 1.000 EA | 1000.00000 1000.00| 760.00000 760.00| 1000.00000 1000.00 CONCRETE INLET CAP | | | 0205 606020-001 560.000 LF | 9.95000 5572.00| 8.70000 4872.00| 12.00000 6720.00 AGGREGATE FILLED FABRIC UNDERDRAIN, 6 | | | INCH | | | 0210 606022-001 94.000 CY | 75.00000 7050.00| 33.50000 3149.00| 90.00000 8460.00 CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 0215 606025-004 887.000 LF | 15.00000 13305.00| 17.50000 15522.50| 16.50000 14635.50 6 INCH UNDERDRAIN PIPE | | | 0220 606029-001 109500.000 LF | 7.85000 859575.00| 6.67000 730365.00| 5.80000 635100.00 FREE DRAINING BASE TRENCH | | | 0225 606030-001 9720.000 LF | 12.60000 122472.00| 12.00000 116640.00| 13.00000 126360.00 OUTLET PIPE, 6 INCH | | | 0230 607001-001 26132.000 LF | 14.05000 367154.60| 13.37000 349384.84| 11.70000 305744.40 TYPE 1 GUARDRAIL, CLASS I | | | 0235 607006-001 8.000 EA | 1312.50000 10500.00| 1250.00000 10000.00| 710.66000 5685.28 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 010 -5 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0020043R2 COUNTIES : TUCKER LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0328627 |( 2 ) 25-1021993 |( 3 ) 31-1023518 |J. F. ALLEN COMPANY |TRUMBULL CORPORATION |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0240 607010-020 473.000 LF | 2.10000 993.30| 2.00000 946.00| 1.52000 718.96 GUARDRAIL REMOVAL | | | 0245 607025-001 2.000 EA | 393.75000 787.50| 375.00000 750.00| 329.95000 659.90 CUT SLOPE TERMINAL, TYPE A | | | 0250 607025-001 3.000 EA | 472.50000 1417.50| 450.00000 1350.00| 329.95000 989.85 CUT SLOPE TERMINAL, TYPE B | | | 0255 607030-001 25.000 EA | 446.25000 11156.25| 425.00000 10625.00| 690.36000 17259.00 SPECIAL TRAILING END TERMINAL | | | 0260 607065-001 35.000 EA | 1575.00000 55125.00| 1500.00000 52500.00| 1979.70000 69289.50 FLARED END TERMINAL | | | 0265 607066-001 4.000 EA | 1732.50000 6930.00| 1650.00000 6600.00| 2081.22000 8324.88 TANGENT END TERMINAL | | | 0270 608002-001 113586.000 LF | 8.60000 976839.60| 8.24000 935948.64| 8.26000 938220.36 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0275 633001-001 1308.000 SY | 101.85000 133219.80| 115.00000 150420.00| 85.00000 111180.00 CONCRETE GUTTER | | | 0280 633003-001 8553.000 CY | 40.45000 345968.85| 46.00000 393438.00| 40.00000 342120.00 DUMPED ROCK GUTTER | | | 0285 636007-001 19300.000 LF | 1.00000 19300.00| 0.85000 16405.00| 0.86000 16598.00 ERADICATION OF PAVEMENT MARKING | | | 0290 636008-001 172468.000 LF | 0.20000 34493.60| 0.15000 25870.20| 0.15000 25870.20 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | 0295 636009-001 50090.000 LF | 3.30000 165297.00| 1.15000 57603.50| 1.17000 58605.30 TEMPORARY PAVEMENT MARKING-TAPE 4 IN, | | | TY VIIC | | | 0300 636010-003 141.000 EA | 6.60000 930.60| 6.00000 846.00| 6.09000 858.69 TEMPORARY RAISED PAVEMENT MARKER, TYPE | | | TCZ | | | 0305 636011-001 116620.000 UN | 1.10000 128282.00| 0.55000 64141.00| 1.40000 163268.00 TRAFFIC CONTROL DEVICE | | | 0310 636012-010 14.000 EA | 200.00000 2800.00| 503.10000 7043.40| 400.00000 5600.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0315 636013-001 1946.000 EA | 4.40000 8562.40| 5.03000 9788.38| 3.00000 5838.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0320 636014-001 2220.000 HR | 57.75000 128205.00| 68.00000 150960.00| 47.00000 104340.00 FLAGGER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 010 -6 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0020043R2 COUNTIES : TUCKER LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0328627 |( 2 ) 25-1021993 |( 3 ) 31-1023518 |J. F. ALLEN COMPANY |TRUMBULL CORPORATION |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0325 636014-002 200.000 HR | 57.75000 11550.00| 65.00000 13000.00| 50.00000 10000.00 TRAFFIC DIRECTOR | | | 0330 636017-001 26750.000 LF | 25.05000 670087.50| 23.50000 628625.00| 19.75000 528312.50 TEMPORARY CONCRETE BARRIER | | | 0335 636018-001 28150.000 LF | 5.10000 143565.00| 5.00000 140750.00| 2.50000 70375.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0340 636021-001 480.000 DA | 16.50000 7920.00| 12.00000 5760.00| 12.60000 6048.00 ELECTRIC ARROW | | | 0344 636024-001 1000.000 LF | 59.10000 59100.00| 42.00000 42000.00| 30.00000 30000.00 TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0345 636025-001 17670.000 DA | 1.10000 19437.00| 1.20000 21204.00| 1.50000 26505.00 WARNING LIGHTS, TYPE B | | | 0350 636028-001 90.000 DA | 110.00000 9900.00| 450.00000 40500.00| 101.52000 9136.80 SHADOW VEHICLE | | | 0355 636041-001 200.000 EA | 42.35000 8470.00| 38.50000 7700.00| 39.09000 7818.00 TUBULAR MARKER, INITIAL INSTALLATION | | | 0360 636042-001 200.000 EA | 42.35000 8470.00| 38.50000 7700.00| 39.09000 7818.00 TUBULAR MARKER REPLACEMENT | | | 0365 636060-001 25.000 EA | 4089.75000 102243.75| 3900.00000 97500.00| 4200.00000 105000.00 TEMPORARY IMPACT ATTENUATING DEVICE | | | 0370 636060-002 27.000 EA | 1013.25000 27357.75| 1200.00000 32400.00| 1300.00000 35100.00 REMOVE AND RESET ATTENUATOR DEVICE | | | 0375 637001-001 5896.000 MG | 73.35000 432471.60| 42.00000 247632.00| 1.00000 5896.00 WATER FOR DUST PALLIATIVE | | | 0380 638002-001 219.000 EA | 200.00000 43800.00| 185.00000 40515.00| 90.00000 19710.00 RIGHT OF WAY MARKER | | | 0385 638003-001 24.000 EA | 500.00000 12000.00| 185.00000 4440.00| 280.00000 6720.00 SURVEY MARKER | | | 0391 638004-001 15.000 EA | 500.00000 7500.00| 185.00000 2775.00| 160.00000 2400.00 OUTLET MARKER | | | 0395 639001-001 LUMP | 457248.00000 457248.00| 75000.00000 75000.00| 500000.00000 500000.00 CONSTRUCTION LAYOUT STAKE | | | 0400 640002-001 30.000 MO | 3000.00000 90000.00| 2000.00000 60000.00| 5000.00000 150000.00 LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0405 640003-001 LUMP | 15000.00000 15000.00| 3500.00000 3500.00| 12000.00000 12000.00 BUILDING EQUIPMENT | | | 0407 641056-001 150.000 EA | 305.40000 45810.00| 520.00000 78000.00| 300.00000 45000.00 BRUSH PILE CONSTRUCTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 010 -7 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0020043R2 COUNTIES : TUCKER LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0328627 |( 2 ) 25-1021993 |( 3 ) 31-1023518 |J. F. ALLEN COMPANY |TRUMBULL CORPORATION |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0410 642001-001 115412.000 LF | 0.01000 1154.12| 0.01000 1154.12| 0.10000 11541.20 TEMPORARY BERM | | | 0415 642002-001 7206.000 LF | 13.00000 93678.00| 16.00000 115296.00| 5.00000 36030.00 SLOPE DRAIN | | | 0420 642004-001 39613.000 LB | 0.01000 396.13| 0.01000 396.13| 0.01000 396.13 SEED MIXTURE, TEMPORARY | | | 0425 642004-002 8322.000 LB | 4.85000 40361.70| 4.40000 36616.80| 4.47000 37199.34 SEED MIXTURE, B | | | 0430 642004-003 5944.000 LB | 10.75000 63898.00| 9.75000 57954.00| 9.90000 58845.60 SEED MIXTURE, D | | | 0435 642005-001 759.000 TN | 412.50000 313087.50| 375.00000 284625.00| 380.71000 288958.89 MULCH, STRAW OR HAY | | | 0440 642005-002 200.000 TN | 990.00000 198000.00| 900.00000 180000.00| 913.71000 182742.00 MULCH, WOOD CELLULOSE FIBER | | | 0445 642006-001 203.000 TN | 110.00000 22330.00| 100.00000 20300.00| 101.52000 20608.56 FERTILIZER | | | 0450 642007-001 41700.000 SY | 1.40000 58380.00| 1.25000 52125.00| 1.27000 52959.00 FIBER MATTING | | | 0455 642008-001 3446.000 LF | 0.01000 34.46| 30.00000 103380.00| 15.00000 51690.00 TEMPORARY PIPE | | | 0460 642009-001 148761.000 LF | 0.01000 1487.61| 0.01000 1487.61| 0.10000 14876.10 CONTOUR DITCH | | | 0465 642010-001 502.000 TN | 22.00000 11044.00| 20.00000 10040.00| 20.30000 10190.60 AGRICULTURAL LIMESTONE | | | 0470 642012-001 102851.000 LF | 2.50000 257127.50| 0.01000 1028.51| 1.00000 102851.00 SILT FENCE | | | 0475 642015-001 9919.000 LF | 7.20000 71416.80| 10.00000 99190.00| 10.00000 99190.00 SUPER SILT FENCE | | | 0480 642031-001 5203.000 EA | 75.00000 390225.00| 0.01000 52.03| 1.00000 5203.00 DITCH CHECK | | | 0485 642033-001 5143.000 CY | 30.00000 154290.00| 7.89000 40578.27| 5.00000 25715.00 SEDIMENT TRAP (SEDIMENT SUMPS) | | | 0490 642036-001 915.000 CY | 10.00000 9150.00| 0.01000 9.15| 1.00000 915.00 SEDIMENT REMOVAL | | | 0495 642036-001 5287.000 CY | 0.01000 52.87| 0.01000 52.87| 1.00000 5287.00 SEDIMENT REMOVAL (SEDIMENT SUMPS) | | | 0500 642040-001 139.000 EA | 567.75000 78917.25| 0.01000 1.39| 250.00000 34750.00 INLET PROTECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 010 -8 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0020043R2 COUNTIES : TUCKER LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0328627 |( 2 ) 25-1021993 |( 3 ) 31-1023518 |J. F. ALLEN COMPANY |TRUMBULL CORPORATION |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0505 642042-001 244.000 EA | 0.01000 2.44| 0.01000 2.44| 50.00000 12200.00 FLOCCULANT BLOCK | | | 0510 642050-001 10.000 EA | 500.00000 5000.00| 550.00000 5500.00| 300.00000 3000.00 DEWATERING DEVICE | | | 0515 642055-001 1778.000 SY | 1.40000 2489.20| 3.00000 5334.00| 1.27000 2258.06 EROSION CONTROL MATTING | | | 0520 651001-001 37646.000 CY | 2.80000 105408.80| 4.00000 150584.00| 1.00000 37646.00 FURNISHING AND PLACING TOPSOIL | | | 0525 652001-001 442.000 TN | 22.00000 9724.00| 20.00000 8840.00| 20.30000 8972.60 AGRICULTURAL LIMESTONE | | | 0530 652002-001 125.000 TN | 825.00000 103125.00| 750.00000 93750.00| 761.42000 95177.50 FERTILIZER, 10-20-10 | | | 0535 652002-002 35.000 TN | 1045.00000 36575.00| 950.00000 33250.00| 964.47000 33756.45 FERTILIZER, UREA FORMALDEHYDE | | | 0540 652003-001 20792.000 LB | 2.35000 48861.20| 2.10000 43663.20| 2.13000 44286.96 SEED MIXTURES, B, C-1, OR C-2 | | | 0545 652003-002 10825.000 LB | 6.80000 73610.00| 6.15000 66573.75| 6.24000 67548.00 SEED MIXTURE, D | | | 0550 652004-001 482.000 TN | 220.00000 106040.00| 200.00000 96400.00| 203.05000 97870.10 STRAW OR HAY MULCH | | | 0555 652004-002 108.000 TN | 587.40000 63439.20| 534.00000 57672.00| 542.13000 58550.04 WOOD CELLULOSE FIBER MULCH | | | 0560 655002-001 63125.000 SY | 3.05000 192531.25| 2.75000 173593.75| 2.79000 176118.75 PERMANENT EROSION MATTING, TYPE A | | | 0565 655002-001 12157.000 SY | 3.05000 37078.85| 2.75000 33431.75| 2.79000 33918.03 PERMANENT EROSION MATTING, TYPE B | | | 0570 661013-001 36.000 EA | 42.35000 1524.60| 38.50000 1386.00| 31.50000 1134.00 PLASTIC DELINEATOR POST, YELLOW, | | | SURFACE MOUNTED | | | 0575 664002-001 1200.000 LF | 0.20000 240.00| 0.05000 60.00| 0.11000 132.00 EDGE LINE RUMBLE STRIP, ASPHALT | | | 0580 664004-001 201907.000 LF | 0.50000 100953.50| 0.38000 76724.66| 0.37000 74705.59 RUMBLE STRIP, ADAB | | | 0583 670010-260 315.000 LF | 74.50000 23467.50| 110.00000 34650.00| 152.18000 47936.70 12 INCH STEEL CASING PIPE, THICKNESS 0. | | | 25 INCH | | | 0585 675019-001 1.000 EA | 1000.00000 1000.00| 730.00000 730.00| 1000.00000 1000.00 CAPPING MANHOLE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 010 -9 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0020043R2 COUNTIES : TUCKER LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0328627 |( 2 ) 25-1021993 |( 3 ) 31-1023518 |J. F. ALLEN COMPANY |TRUMBULL CORPORATION |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0590 695001-001 452986.000 SY | 43.95000 19908734.70| 44.25000 20044630.50| 47.50000 21516835.00 MAINLINE PAVEMENT | | | 0595 699000-001 3000.000 HR | 0.80000 2400.00| 0.80000 2400.00| 0.80000 2400.00 ON JOB TRAINING | | | 0600 401001-040 AA1 1365.000 TN | 102.00000 139230.00| 108.00000 147420.00| 112.34000 153344.10 SUPERPAVE HMA BASE CRSE, SG, TY 19 | | | 0605 401001-041 AA2 1305.000 TN | | | SUPERPAVE HMA BASE CRSE, S, TY 19 | | | 0610 401001-050 AB1 2751.000 TN | 92.00000 253092.00| 80.00000 220080.00| 83.21000 228910.71 SUPERPAVE HMA BASE CRSE, SG, TY 37.5 | | | 0615 401001-051 AB2 2625.000 TN | | | SUPERPAVE HMA BASE CRSE, S, TY 37.5 | | | 0620 401001-050 AC1 738.000 TN | 97.00000 71586.00| 84.00000 61992.00| 87.37000 64479.06 SUPERPAVE HMA BASE CRSE, SG, TY 37.5 , | | | PG 64-22 | | | 0625 401001-051 AC2 704.000 TN | | | SUPERPAVE HMA BASE CRSE, S, TY 37.5 ,PG | | | 64-22 | | | 0630 401001-050 AD1 756.000 TN | 97.00000 73332.00| 87.00000 65772.00| 90.49000 68410.44 SUPERPAVE HMA BASE CRSE, SG, TY 37.5 , | | | PG 64-22 | | | 0635 401001-051 AD2 722.000 TN | | | SUPERPAVE HMA BASE CRSE, S, TY 37.5 ,PG | | | 64-22 | | | 0640 401007-040 AE1 36.000 TN | 185.00000 6660.00| 165.00000 5940.00| 171.62000 6178.32 SUPERPAVE HMA SCRATCH CRSE, SG, TY 9.5 | | | 0645 401007-041 AE2 34.000 TN | | | SUPERPAVE HMA SCRATCH CRSE, S, TY 9.5 | | | 0650 402001-040 AF1 523.000 TN | 130.00000 67990.00| 135.00000 70605.00| 140.42000 73439.66 SUPERPAVE HMA SKID PVT, SG, TY 9.5 | | | 0655 402001-041 AF2 499.000 TN | | | SUPERPAVE HMA SKID PVT, S, TY 9.5 | | | 0660 402001-045 AG1 320.000 TN | 145.00000 46400.00| 138.00000 44160.00| 143.54000 45932.80 SUPERPAVE HMA SKID PVT, SG, TY 12.5 PG | | | 76-22 | | | 0665 402001-046 AG2 306.000 TN | | | SUPERPAVE HMA SKID PVT, S, TY 12.5 PG | | | 76-22 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 010 -10 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0020043R2 COUNTIES : TUCKER LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0328627 |( 2 ) 25-1021993 |( 3 ) 31-1023518 |J. F. ALLEN COMPANY |TRUMBULL CORPORATION |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0670 604050-016 AH1 2400.000 LF | | 40.00000 96000.00| 45.00000 108000.00 18 INCH CORRUGATED POLYETHYLENE PIPE | | | 0675 604057-016 AH2 2400.000 LF | 59.10000 141840.00| | 18 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 0680 604050-020 AJ1 1500.000 LF | | 52.00000 78000.00| 55.00000 82500.00 24 INCH CORRUGATED POLYETHYLENE PIPE | | | 0685 604057-020 AJ2 1500.000 LF | 70.30000 105450.00| | 24 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 0690 636002-001 AK1 386.000 TN | 33.40000 12892.40| 18.00000 6948.00| 40.00000 15440.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0695 636002-002 AK2 371.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 51,566,593.33| $ 53,520,976.79| $ 55,111,946.79 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 SIGNING & PAVEMENT MARKINGS | | | 0700 657006-001 1185.000 LF | 48.80000 57828.00| 46.45000 55043.25| 47.60000 56406.00 S4X7.7, A-572 SUPPORT, GALVANIZED | | | 0705 657006-005 154.000 LF | 73.90000 11380.60| 70.35000 10833.90| 72.09000 11101.86 W6X12, A-572 SUPPORT, GALVANIZED | | | 0710 657006-010 75.000 LF | 82.60000 6195.00| 78.65000 5898.75| 80.60000 6045.00 W8X18, A-572 SUPPORT, GALVANIZED | | | 0715 657008-001 695.000 LF | 490.00000 340550.00| 4.65000 3231.75| 4.77000 3315.15 2.00 LB CHANNEL POST | | | 0720 657010-001 3330.000 LF | 6.10000 20313.00| 5.55000 18481.50| 5.69000 18947.70 3.00 LB CHANNEL POST | | | 0725 657012-001 346.000 LF | 11.05000 3823.30| 10.05000 3477.30| 10.30000 3563.80 4.00 LB BACK TO BACK CHANNEL POST | | | 0730 657017-001 34.000 CY | 1072.50000 36465.00| 975.00000 33150.00| 999.17000 33971.78 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0735 661001-001 3304.000 SF | 14.90000 49229.60| 13.55000 44769.20| 13.89000 45892.56 0.080 IN FLAT SHEET SIGN | | | 0740 661002-001 711.000 SF | 20.30000 14433.30| 17.35000 12335.85| 17.78000 12641.58 EXTRUDED PANEL SIGN | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 010 -11 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0020043R2 COUNTIES : TUCKER LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0328627 |( 2 ) 25-1021993 |( 3 ) 31-1023518 |J. F. ALLEN COMPANY |TRUMBULL CORPORATION |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0745 661004-002 4.000 EA | 24.15000 96.60| 18.00000 72.00| 18.00000 72.00 DELINEATOR, ENCAPSULATED LENS, SINGLE, | | | WHITE 3"X9" | | | 0750 661013-001 130.000 EA | 23.10000 3003.00| 22.00000 2860.00| 25.00000 3250.00 PLASTIC DELINEATOR POST, WHITE, | | | GUARDRAIL MOUNTED | | | 0755 661013-001 405.000 EA | 32.75000 13263.75| 35.80000 14499.00| 30.49000 12348.45 PLASTIC DELINEATOR POST, WHITE, SOIL | | | ANCHORED | | | 0760 661013-001 4.000 EA | 33.60000 134.40| 23.00000 92.00| 25.00000 100.00 PLASTIC DELINEATOR POST, YELLOW, | | | GUARDRAIL MOUNTED | | | 0765 661013-001 236.000 EA | 33.00000 7788.00| 37.80000 8920.80| 30.74000 7254.64 PLASTIC DELINEATOR POST, YELLOW, SOIL | | | ANCHORED | | | 0770 661020-001 4.000 EA | 13.20000 52.80| 25.00000 100.00| 50.00000 200.00 DELINEATOR, TYPE B-1 ,YELLOW, 8"X12" | | | 0775 663001-004 6475.000 LF | 0.20000 1295.00| 0.22000 1424.50| 0.23000 1489.25 EDGE LINE, TYPE II - 4 IN ,WHITE | | | 0780 663001-028 104782.000 LF | 0.35000 36673.70| 0.31000 32482.42| 0.33000 34578.06 EDGE LINE, TYPE IX - 6 IN ,WHITE | | | 0785 663001-028 102893.000 LF | 0.35000 36012.55| 0.31000 31896.83| 0.33000 33954.69 EDGE LINE, TYPE IX - 6 IN ,YELLOW | | | 0790 663002-028 27232.000 LF | 0.35000 9531.20| 0.31000 8441.92| 0.33000 8986.56 LANE LINE, TYPE IX - 6 IN | | | 0795 663002-038 6250.000 LF | 0.20000 1250.00| 0.22000 1375.00| 0.23000 1437.50 CENTERLINE, TYPE II - 4 IN | | | 0800 663004-011 3000.000 LF | 4.15000 12450.00| 6.50000 19500.00| 6.90000 20700.00 CHANNELIZING LINE, TYPE V - 8 IN | | | 0805 663005-011 605.000 LF | 17.60000 10648.00| 18.00000 10890.00| 19.11000 11561.55 STOP LINE, TYPE V - 24 IN | | | 0810 663007-010 875.000 LF | 9.65000 8443.75| 9.00000 7875.00| 9.56000 8365.00 STRIPE, TYPE V - 12 IN ,YELLOW | | | 0815 663010-010 39.000 EA | 181.50000 7078.50| 185.00000 7215.00| 196.41000 7659.99 ONE DIRECTION LANE ASSIGNMENT ARROW, TY | | | V | | | 0820 663010-013 2.000 EA | 440.00000 880.00| 550.00000 1100.00| 583.92000 1167.84 LANE DROP ARROW, TY V | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 010 -12 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0020043R2 COUNTIES : TUCKER LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0328627 |( 2 ) 25-1021993 |( 3 ) 31-1023518 |J. F. ALLEN COMPANY |TRUMBULL CORPORATION |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0825 663012-208 1610.000 EA | 25.00000 40250.00| 20.00000 32200.00| 21.76000 35033.60 RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 729,069.05| $ 368,165.97| $ 380,044.56 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 SEDIMENT BASINS | | | 0830 207001-001 65703.000 CY | 3.75000 246386.25| 5.00000 328515.00| 5.52000 362680.56 UNCLASSIFIED EXCAVATION | | | 0835 207034-000 9638.000 SY | 2.00000 19276.00| 0.80000 7710.40| 1.40000 13493.20 FABRIC FOR SEPARATION | | | 0840 211001-000 12386.000 CY | 0.01000 123.86| 0.90000 11147.40| 2.00000 24772.00 UNCLASSIFIED BORROW EXCAVATION | | | 0845 211008-000 2697.000 TN | 30.00000 80910.00| 22.00000 59334.00| 20.00000 53940.00 ROCK BORROW EXCAVATION | | | 0850 211017-001 34342.000 SF | 1.50000 51513.00| 0.35000 12019.70| 1.30000 44644.60 IMPERVIOUS CORE | | | 0855 604057-016 2197.000 LF | 75.00000 164775.00| 58.00000 127426.00| 55.00000 120835.00 18 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 0860 633003-001 513.000 CY | 40.00000 20520.00| 20.00000 10260.00| 40.00000 20520.00 DUMPED ROCK GUTTER | | | 0865 639001-001 LUMP | 20000.00000 20000.00| 10000.00000 10000.00| 25000.00000 25000.00 CONSTRUCTION LAYOUT STAKE | | | 0870 642035-001 38.000 EA | 3289.90000 125016.20| 3500.00000 133000.00| 3000.00000 114000.00 RISER | | | 0875 642036-001 33912.000 CY | 0.01000 339.12| 0.01000 339.12| 1.00000 33912.00 SEDIMENT REMOVAL | | | 0880 642042-001 104.000 EA | 0.01000 1.04| 0.01000 1.04| 50.00000 5200.00 FLOCCULANT BLOCK | | | 0885 642050-001 26.000 EA | 150.00000 3900.00| 525.00000 13650.00| 300.00000 7800.00 DEWATERING DEVICE | | | 0890 655002-001 1672.000 SY | 3.05000 5099.60| 2.75000 4598.00| 2.79000 4664.88 PERMANENT EROSION MATTING, TYPE A | | | 0895 655002-001 1672.000 SY | 3.05000 5099.60| 2.75000 4598.00| 2.79000 4664.88 PERMANENT EROSION MATTING, TYPE B | | | SECTION TOTALS | $ 742,959.67| $ 722,598.66| $ 836,127.12 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 SEDIMENT BASIN RESTORATION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 010 -13 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0020043R2 COUNTIES : TUCKER LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0328627 |( 2 ) 25-1021993 |( 3 ) 31-1023518 |J. F. ALLEN COMPANY |TRUMBULL CORPORATION |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0900 207001-001 42473.000 CY | 0.01000 424.73| 3.50000 148655.50| 2.50000 106182.50 UNCLASSIFIED EXCAVATION | | | SECTION TOTALS | $ 424.73| $ 148,655.50| $ 106,182.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 THREE SIDED BOX CULVERT (SECTION 5) | | | 0905 212001-000 2210.000 CY | 10.00000 22100.00| 25.50000 56355.00| 20.00000 44200.00 STRUCTURE EXCAVATION | | | 0910 212005-000 232.000 CY | 134.95000 31308.40| 69.00000 16008.00| 60.00000 13920.00 SELECT MATERIAL FOR BACKFILLING | | | 0915 601002-001 442.000 CY | 733.45000 324184.90| 700.00000 309400.00| 600.00000 265200.00 CLASS B CONCRETE | | | 0920 602002-001 54974.000 LB | 1.65000 90707.10| 1.35000 74214.90| 1.19000 65419.06 EPOXY COATED REINFORCING STEEL BAR | | | 0925 639001-001 LUMP | 5000.00000 5000.00| 10000.00000 10000.00| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 473,300.40| $ 465,977.90| $ 390,739.06 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 BOX CULVERT (SECTION 1) | | | 0930 207034-000 994.000 SY | 1.50000 1491.00| 1.00000 994.00| 3.31000 3290.14 FABRIC FOR SEPARATION | | | 0935 211008-000 19.000 TN | 30.35000 576.65| 66.50000 1263.50| 20.00000 380.00 ROCK BORROW EXCAVATION | | | 0940 212001-000 894.000 CY | 20.00000 17880.00| 34.00000 30396.00| 19.00000 16986.00 STRUCTURE EXCAVATION | | | 0945 212005-000 236.000 CY | 82.85000 19552.60| 50.00000 11800.00| 60.00000 14160.00 SELECT MATERIAL FOR BACKFILLING | | | 0950 307001-000 234.000 CY | 53.35000 12483.90| 38.00000 8892.00| 45.00000 10530.00 AGGREGATE BASE COURSE, CLASS I | | | 0955 601002-001 26.000 CY | 1008.00000 26208.00| 720.00000 18720.00| 850.00000 22100.00 CLASS B CONCRETE | | | 0960 602002-001 1833.000 LB | 1.70000 3116.10| 1.35000 2474.55| 1.19000 2181.27 EPOXY COATED REINFORCING STEEL BAR | | | 0965 604070-083 195.000 LF | 861.00000 167895.00| 820.00000 159900.00| 720.00000 140400.00 8X6 FT PRECAST CONCRETE BOX CULVERT | | | 0970 639001-001 LUMP | 5000.00000 5000.00| 10000.00000 10000.00| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 010 -14 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0020043R2 COUNTIES : TUCKER LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0328627 |( 2 ) 25-1021993 |( 3 ) 31-1023518 |J. F. ALLEN COMPANY |TRUMBULL CORPORATION |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0975 642050-001 1.000 EA | 1000.00000 1000.00| 610.00000 610.00| 300.00000 300.00 DEWATERING DEVICE | | | SECTION TOTALS | $ 255,203.25| $ 245,050.05| $ 212,327.41 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0007 NATURAL STREAM RELOCATION (SECTION 30 | | | 0980 207001-001 8863.000 CY | 7.00000 62041.00| 10.00000 88630.00| 6.00000 53178.00 UNCLASSIFIED EXCAVATION | | | 0985 639001-001 LUMP | 9000.00000 9000.00| 10000.00000 10000.00| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKE | | | 0990 641002-001 64.000 EA | 1185.10000 75846.40| 400.00000 25600.00| 900.00000 57600.00 WEIR | | | 0995 651001-001 181.000 CY | 50.00000 9050.00| 6.00000 1086.00| 10.00000 1810.00 FURNISHING AND PLACING TOPSOIL | | | 1000 652001-001 1.000 TN | 44.00000 44.00| 40.00000 40.00| 40.61000 40.61 AGRICULTURAL LIMESTONE | | | 1005 652002-001 1.000 TN | 600.00000 600.00| 600.00000 600.00| 609.14000 609.14 FERTILIZER, 10-20-10 | | | 1010 652003-001 94.000 LB | 2.35000 220.90| 2.10000 197.40| 2.13000 200.22 SEED MIXTURES, B, C-1, OR C-2 | | | 1015 655002-001 2931.000 SY | 3.60000 10551.60| 3.25000 9525.75| 3.30000 9672.30 PERMANENT EROSION MATTING, TYPE B | | | SECTION TOTALS | $ 167,353.90| $ 135,679.15| $ 125,110.27 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0008 BRIDGE #10573 | | | 1020 203001-000 LUMP | 70000.00000 70000.00| 66000.00000 66000.00| 30000.00000 30000.00 DISMANTLING STRUCTURE | | | 1025 212001-000 287.000 CY | 10.00000 2870.00| 33.00000 9471.00| 20.00000 5740.00 STRUCTURE EXCAVATION | | | 1030 212005-000 114.000 CY | 50.00000 5700.00| 65.00000 7410.00| 60.00000 6840.00 SELECT MATERIAL FOR BACKFILLING | | | 1035 218006-000 1720.000 CY | 10.00000 17200.00| 30.00000 51600.00| 30.00000 51600.00 FOUNDATION PROTECTION | | | 1040 601002-003 161.000 CY | 930.00000 149730.00| 680.00000 109480.00| 600.00000 96600.00 CLASS B CONCRETE, ARCHITECTURAL | | | 1045 601009-001 399.000 CY | 845.00000 337155.00| 590.00000 235410.00| 800.00000 319200.00 CLASS H CONCRETE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 010 -15 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0020043R2 COUNTIES : TUCKER LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0328627 |( 2 ) 25-1021993 |( 3 ) 31-1023518 |J. F. ALLEN COMPANY |TRUMBULL CORPORATION |KOKOSING CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1050 601009-003 54.000 CY | 1390.00000 75060.00| 1100.00000 59400.00| 1200.00000 64800.00 CLASS H CONCRETE, ARCHITECTURAL | | | 1055 602001-001 17094.000 LB | 1.30000 22222.20| 1.00000 17094.00| 1.09000 18632.46 REINFORCING STEEL BAR | | | 1060 602002-001 107765.000 LB | 1.40000 150871.00| 1.20000 129318.00| 1.19000 128240.35 EPOXY COATED REINFORCING STEEL BAR | | | 1065 615001-001 307876.000 LS | 850000.00000 850000.00| 580000.00000 580000.00| 620000.00000 620000.00 STEEL SUPERSTRUCTURE | | | 1070 616005-008 420.000 LF | 55.00000 23100.00| 78.00000 32760.00| 120.00000 50400.00 HP12X74 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 1075 617003-001 276.000 LF | 93.00000 25668.00| 85.00000 23460.00| 120.00000 33120.00 ALUMINUM RAILING | | | 1080 639001-001 LUMP | 75000.80000 75000.80| 10000.00000 10000.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | 1085 642050-001 1.000 EA | 1500.00000 1500.00| 610.00000 610.00| 300.00000 300.00 DEWATERING DEVICE | | | 1090 662002-001 LUMP | 10000.00000 10000.00| 7700.00000 7700.00| 10000.00000 10000.00 GALVANIZED STEEL CONDUIT | | | 1095 662014-001 LUMP | 5000.00000 5000.00| 2300.00000 2300.00| 5000.00000 5000.00 INCIDENTAL ELECTRICAL WORK | | | SECTION TOTALS | $ 1,821,077.00| $ 1,342,013.00| $ 1,445,472.81 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0009 COMPUTER SYSTEM | | | 1100 640004-001 LUMP | 5000.00000 5000.00| 3500.00000 3500.00| 7000.00000 7000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 5,000.00| $ 3,500.00| $ 7,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 55,760,981.33| $ 56,952,617.02| $ 58,614,950.52 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 010 -16 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0020043R2 COUNTIES : TUCKER LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0481221 |( 5 ) 55-0345840 |( 6 ) 25-0930077 |MOUNTAINEER CONTRACTORS, INC |VECELLIO & GROGAN, INC. |JOSEPH B. FAY CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN & PAVE | | | 0005 201001-000 1.000 LS | 500000.00000 500000.00| 1500000.00000 1500000.00| 1033538.37000 1033538.37 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 2100000.00000 2100000.00| 2918000.00000 2918000.00| 3000000.00000 3000000.00 MOBILIZATION | | | 0015 207001-001 2895137.000 CY | 4.05000 11725304.85| 5.20000 15054712.40| 6.30000 18239363.10 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 1912.000 CY | 51.50000 98468.00| 12.20000 23326.40| 50.00000 95600.00 SUBGRADE | | | 0025 207034-000 93811.000 SY | 1.15000 107882.65| 1.25000 117263.75| 1.15000 107882.65 FABRIC FOR SEPARATION | | | 0035 211002-000 50000.000 CY | 6.40000 320000.00| 0.01000 500.00| 11.60000 580000.00 ROCK BORROW EXCAVATION | | | 0040 211008-000 500.000 TN | 28.00000 14000.00| 40.00000 20000.00| 40.00000 20000.00 ROCK BORROW EXCAVATION | | | 0045 240001-000 57.000 LF | 47.00000 2679.00| 19.00000 1083.00| 100.00000 5700.00 CLEAN CULVERT | | | 0050 307001-000 1031.000 CY | 55.00000 56705.00| 45.00000 46395.00| 30.00000 30930.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0055 307001-000 8659.000 CY | 39.00000 337701.00| 37.00000 320383.00| 34.00000 294406.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0060 307001-000 119.000 CY | 64.50000 7675.50| 35.00000 4165.00| 50.00000 5950.00 AGGREGATE BASE COURSE, CLASS 3 | | | 0065 311006-001 835.000 CY | 140.00000 116900.00| 141.50000 118152.50| 140.00000 116900.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0070 408002-001 213.000 GA | 3.00000 639.00| 4.25000 905.25| 4.20000 894.60 BITUMINOUS MATERIAL | | | 0075 502001-012 396.000 SY | 318.00000 125928.00| 294.00000 116424.00| 260.00000 102960.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0080 601002-001 609.000 CY | 1530.00000 931770.00| 1200.00000 730800.00| 1200.00000 730800.00 CLASS B CONCRETE | | | 0085 604009-016 2.000 EA | 960.00000 1920.00| 275.00000 550.00| 900.00000 1800.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0090 604037-020 30.000 LF | 136.00000 4080.00| 150.00000 4500.00| 90.00000 2700.00 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 010 -17 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0020043R2 COUNTIES : TUCKER LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0481221 |( 5 ) 55-0345840 |( 6 ) 25-0930077 |MOUNTAINEER CONTRACTORS, INC |VECELLIO & GROGAN, INC. |JOSEPH B. FAY CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 604041-065 175.000 LF | 800.00000 140000.00| 610.00000 106750.00| 525.00000 91875.00 98X63 INCH REINFORCED CONCRETE | | | ELLIPTICAL PIPE, CLASS III | | | 0100 604057-016 6959.000 LF | 48.50000 337511.50| 54.00000 375786.00| 45.00000 313155.00 18 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 0105 604057-020 7607.000 LF | 56.00000 425992.00| 61.00000 464027.00| 50.00000 380350.00 24 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 0110 604057-022 1777.000 LF | 81.50000 144825.50| 85.00000 151045.00| 65.00000 115505.00 30 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 0115 604057-024 2180.000 LF | 84.25000 183665.00| 87.00000 189660.00| 66.00000 143880.00 36 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 0120 604057-026 573.000 LF | 102.50000 58732.50| 108.00000 61884.00| 125.00000 71625.00 42 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 0125 604057-028 1119.000 LF | 103.50000 115816.50| 120.00000 134280.00| 135.00000 151065.00 48 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 0130 604057-030 827.000 LF | 290.00000 239830.00| 146.00000 120742.00| 150.00000 124050.00 54 INCH PRECOATED GALVANIZED STEEL PIPE | | | A3 | | | 0135 604057-032 478.000 LF | 285.00000 136230.00| 268.00000 128104.00| 160.00000 76480.00 60 INCH PRECOATED GALVANIZED STEEL PIPE | | | A3 | | | 0140 604057-034 371.000 LF | 235.00000 87185.00| 270.00000 100170.00| 175.00000 64925.00 66 INCH PRECOATED GALVANIZED STEEL PIPE | | | A3 | | | 0145 604057-034 325.000 LF | 321.00000 104325.00| 256.00000 83200.00| 215.00000 69875.00 66 INCH PRECOATED GALVANIZED STEEL PIPE | | | A5 | | | 0150 604057-036 215.000 LF | 380.00000 81700.00| 269.00000 57835.00| 225.00000 48375.00 72 INCH PRECOATED GALVANIZED STEEL PIPE | | | A3 | | | 0155 604057-036 1129.000 LF | 365.00000 412085.00| 308.00000 347732.00| 185.00000 208865.00 72 INCH PRECOATED GALVANIZED STEEL PIPE | | | A5 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 010 -18 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0020043R2 COUNTIES : TUCKER LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0481221 |( 5 ) 55-0345840 |( 6 ) 25-0930077 |MOUNTAINEER CONTRACTORS, INC |VECELLIO & GROGAN, INC. |JOSEPH B. FAY CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0160 604057-040 408.000 LF | 412.00000 168096.00| 365.00000 148920.00| 235.00000 95880.00 84 INCH PRECOATED GALVANIZED STEEL PIPE | | | A5 | | | 0165 604057-048 371.000 LF | 710.00000 263410.00| 588.00000 218148.00| 400.00000 148400.00 108 INCH PRECOATED GALVANIZED STEEL | | | PIPE, C5 | | | 0170 604072-116 2.000 EA | 720.00000 1440.00| 578.00000 1156.00| 900.00000 1800.00 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0175 604072-124 1.000 EA | 4450.00000 4450.00| 4190.00000 4190.00| 4500.00000 4500.00 36 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0180 605001-001 1.000 EA | 5100.00000 5100.00| 5050.00000 5050.00| 4000.00000 4000.00 TYPE A MANHOLE | | | 0185 605002-001 1.000 EA | 7350.00000 7350.00| 6400.00000 6400.00| 4000.00000 4000.00 TYPE B MANHOLE | | | 0190 605009-001 136.000 EA | 2050.00000 278800.00| 3000.00000 408000.00| 3300.00000 448800.00 TYPE G INLET | | | 0195 605014-001 4.000 EA | 10000.00000 40000.00| 6500.00000 26000.00| 4500.00000 18000.00 MODIFIED INLET, TYPE G | | | 0200 605053-001 1.000 EA | 1780.00000 1780.00| 692.00000 692.00| 1100.00000 1100.00 CONCRETE INLET CAP | | | 0205 606020-001 560.000 LF | 20.00000 11200.00| 12.00000 6720.00| 20.00000 11200.00 AGGREGATE FILLED FABRIC UNDERDRAIN, 6 | | | INCH | | | 0210 606022-001 94.000 CY | 50.00000 4700.00| 62.00000 5828.00| 90.00000 8460.00 CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 0215 606025-004 887.000 LF | 8.50000 7539.50| 9.50000 8426.50| 10.00000 8870.00 6 INCH UNDERDRAIN PIPE | | | 0220 606029-001 109500.000 LF | 6.67000 730365.00| 7.00000 766500.00| 8.00000 876000.00 FREE DRAINING BASE TRENCH | | | 0225 606030-001 9720.000 LF | 12.00000 116640.00| 12.50000 121500.00| 13.00000 126360.00 OUTLET PIPE, 6 INCH | | | 0230 607001-001 26132.000 LF | 12.88000 336580.16| 14.00000 365848.00| 11.00000 287452.00 TYPE 1 GUARDRAIL, CLASS I | | | 0235 607006-001 8.000 EA | 1080.00000 8640.00| 1300.00000 10400.00| 700.00000 5600.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 010 -19 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0020043R2 COUNTIES : TUCKER LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0481221 |( 5 ) 55-0345840 |( 6 ) 25-0930077 |MOUNTAINEER CONTRACTORS, INC |VECELLIO & GROGAN, INC. |JOSEPH B. FAY CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0240 607010-020 473.000 LF | 1.50000 709.50| 2.10000 993.30| 1.50000 709.50 GUARDRAIL REMOVAL | | | 0245 607025-001 2.000 EA | 400.00000 800.00| 478.00000 956.00| 350.00000 700.00 CUT SLOPE TERMINAL, TYPE A | | | 0250 607025-001 3.000 EA | 500.00000 1500.00| 398.00000 1194.00| 350.00000 1050.00 CUT SLOPE TERMINAL, TYPE B | | | 0255 607030-001 25.000 EA | 460.00000 11500.00| 451.00000 11275.00| 700.00000 17500.00 SPECIAL TRAILING END TERMINAL | | | 0260 607065-001 35.000 EA | 2100.00000 73500.00| 1600.00000 56000.00| 2000.00000 70000.00 FLARED END TERMINAL | | | 0265 607066-001 4.000 EA | 2500.00000 10000.00| 1700.00000 6800.00| 2200.00000 8800.00 TANGENT END TERMINAL | | | 0270 608002-001 113586.000 LF | 8.17000 927997.62| 10.00000 1135860.00| 8.20000 931405.20 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0275 633001-001 1308.000 SY | 130.00000 170040.00| 110.00000 143880.00| 110.00000 143880.00 CONCRETE GUTTER | | | 0280 633003-001 8553.000 CY | 42.50000 363502.50| 55.00000 470415.00| 60.00000 513180.00 DUMPED ROCK GUTTER | | | 0285 636007-001 19300.000 LF | 2.50000 48250.00| 0.90000 17370.00| 0.85000 16405.00 ERADICATION OF PAVEMENT MARKING | | | 0290 636008-001 172468.000 LF | 0.25000 43117.00| 0.16000 27594.88| 0.15000 25870.20 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | 0295 636009-001 50090.000 LF | 2.50000 125225.00| 1.20000 60108.00| 1.15000 57603.50 TEMPORARY PAVEMENT MARKING-TAPE 4 IN, | | | TY VIIC | | | 0300 636010-003 141.000 EA | 10.00000 1410.00| 6.30000 888.30| 6.00000 846.00 TEMPORARY RAISED PAVEMENT MARKER, TYPE | | | TCZ | | | 0305 636011-001 116620.000 UN | 1.25000 145775.00| 1.05000 122451.00| 1.25000 145775.00 TRAFFIC CONTROL DEVICE | | | 0310 636012-010 14.000 EA | 500.00000 7000.00| 527.00000 7378.00| 500.00000 7000.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0315 636013-001 1946.000 EA | 5.00000 9730.00| 5.25000 10216.50| 5.00000 9730.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0320 636014-001 2220.000 HR | 62.00000 137640.00| 60.00000 133200.00| 49.00000 108780.00 FLAGGER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 010 -20 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0020043R2 COUNTIES : TUCKER LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0481221 |( 5 ) 55-0345840 |( 6 ) 25-0930077 |MOUNTAINEER CONTRACTORS, INC |VECELLIO & GROGAN, INC. |JOSEPH B. FAY CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0325 636014-002 200.000 HR | 45.00000 9000.00| 55.00000 11000.00| 80.00000 16000.00 TRAFFIC DIRECTOR | | | 0330 636017-001 26750.000 LF | 36.00000 963000.00| 26.50000 708875.00| 25.00000 668750.00 TEMPORARY CONCRETE BARRIER | | | 0335 636018-001 28150.000 LF | 3.50000 98525.00| 5.20000 146380.00| 4.50000 126675.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0340 636021-001 480.000 DA | 15.00000 7200.00| 12.60000 6048.00| 13.00000 6240.00 ELECTRIC ARROW | | | 0344 636024-001 1000.000 LF | 34.50000 34500.00| 70.00000 70000.00| 1.00000 1000.00 TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0345 636025-001 17670.000 DA | 1.25000 22087.50| 1.27000 22440.90| 1.25000 22087.50 WARNING LIGHTS, TYPE B | | | 0350 636028-001 90.000 DA | 100.00000 9000.00| 316.00000 28440.00| 100.00000 9000.00 SHADOW VEHICLE | | | 0355 636041-001 200.000 EA | 47.00000 9400.00| 37.70000 7540.00| 40.00000 8000.00 TUBULAR MARKER, INITIAL INSTALLATION | | | 0360 636042-001 200.000 EA | 55.00000 11000.00| 40.50000 8100.00| 40.00000 8000.00 TUBULAR MARKER REPLACEMENT | | | 0365 636060-001 25.000 EA | 5200.00000 130000.00| 4100.00000 102500.00| 4000.00000 100000.00 TEMPORARY IMPACT ATTENUATING DEVICE | | | 0370 636060-002 27.000 EA | 2550.00000 68850.00| 1000.00000 27000.00| 1000.00000 27000.00 REMOVE AND RESET ATTENUATOR DEVICE | | | 0375 637001-001 5896.000 MG | 80.00000 471680.00| 27.00000 159192.00| 40.00000 235840.00 WATER FOR DUST PALLIATIVE | | | 0380 638002-001 219.000 EA | 125.00000 27375.00| 41.00000 8979.00| 100.00000 21900.00 RIGHT OF WAY MARKER | | | 0385 638003-001 24.000 EA | 650.00000 15600.00| 243.00000 5832.00| 300.00000 7200.00 SURVEY MARKER | | | 0391 638004-001 15.000 EA | 500.00000 7500.00| 284.00000 4260.00| 30.00000 450.00 OUTLET MARKER | | | 0395 639001-001 LUMP | 439563.37000 439563.37| 419320.00000 419320.00| 300000.00000 300000.00 CONSTRUCTION LAYOUT STAKE | | | 0400 640002-001 30.000 MO | 5000.00000 150000.00| 3600.00000 108000.00| 2000.00000 60000.00 LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0405 640003-001 LUMP | 5000.00000 5000.00| 6000.00000 6000.00| 15000.00000 15000.00 BUILDING EQUIPMENT | | | 0407 641056-001 150.000 EA | 350.00000 52500.00| 328.00000 49200.00| 600.00000 90000.00 BRUSH PILE CONSTRUCTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 010 -21 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0020043R2 COUNTIES : TUCKER LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0481221 |( 5 ) 55-0345840 |( 6 ) 25-0930077 |MOUNTAINEER CONTRACTORS, INC |VECELLIO & GROGAN, INC. |JOSEPH B. FAY CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0410 642001-001 115412.000 LF | 1.20000 138494.40| 0.68000 78480.16| 1.75000 201971.00 TEMPORARY BERM | | | 0415 642002-001 7206.000 LF | 15.50000 111693.00| 6.70000 48280.20| 40.00000 288240.00 SLOPE DRAIN | | | 0420 642004-001 39613.000 LB | 1.50000 59419.50| 0.01000 396.13| 0.01000 396.13 SEED MIXTURE, TEMPORARY | | | 0425 642004-002 8322.000 LB | 2.50000 20805.00| 4.70000 39113.40| 4.50000 37449.00 SEED MIXTURE, B | | | 0430 642004-003 5944.000 LB | 6.80000 40419.20| 10.40000 61817.60| 10.00000 59440.00 SEED MIXTURE, D | | | 0435 642005-001 759.000 TN | 310.00000 235290.00| 401.00000 304359.00| 400.00000 303600.00 MULCH, STRAW OR HAY | | | 0440 642005-002 200.000 TN | 430.00000 86000.00| 963.00000 192600.00| 1000.00000 200000.00 MULCH, WOOD CELLULOSE FIBER | | | 0445 642006-001 203.000 TN | 450.00000 91350.00| 107.00000 21721.00| 100.00000 20300.00 FERTILIZER | | | 0450 642007-001 41700.000 SY | 1.20000 50040.00| 1.35000 56295.00| 1.30000 54210.00 FIBER MATTING | | | 0455 642008-001 3446.000 LF | 20.00000 68920.00| 46.00000 158516.00| 35.00000 120610.00 TEMPORARY PIPE | | | 0460 642009-001 148761.000 LF | 2.25000 334712.25| 0.95000 141322.95| 1.75000 260331.75 CONTOUR DITCH | | | 0465 642010-001 502.000 TN | 45.00000 22590.00| 21.00000 10542.00| 20.00000 10040.00 AGRICULTURAL LIMESTONE | | | 0470 642012-001 102851.000 LF | 2.50000 257127.50| 2.85000 293125.35| 4.50000 462829.50 SILT FENCE | | | 0475 642015-001 9919.000 LF | 8.50000 84311.50| 8.55000 84807.45| 11.50000 114068.50 SUPER SILT FENCE | | | 0480 642031-001 5203.000 EA | 64.00000 332992.00| 94.50000 491683.50| 100.00000 520300.00 DITCH CHECK | | | 0485 642033-001 5143.000 CY | 14.50000 74573.50| 9.20000 47315.60| 17.00000 87431.00 SEDIMENT TRAP (SEDIMENT SUMPS) | | | 0490 642036-001 915.000 CY | 7.00000 6405.00| 10.50000 9607.50| 20.00000 18300.00 SEDIMENT REMOVAL | | | 0495 642036-001 5287.000 CY | 10.00000 52870.00| 10.50000 55513.50| 8.00000 42296.00 SEDIMENT REMOVAL (SEDIMENT SUMPS) | | | 0500 642040-001 139.000 EA | 117.00000 16263.00| 251.00000 34889.00| 1000.00000 139000.00 INLET PROTECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 010 -22 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0020043R2 COUNTIES : TUCKER LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0481221 |( 5 ) 55-0345840 |( 6 ) 25-0930077 |MOUNTAINEER CONTRACTORS, INC |VECELLIO & GROGAN, INC. |JOSEPH B. FAY CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0505 642042-001 244.000 EA | 165.00000 40260.00| 173.00000 42212.00| 200.00000 48800.00 FLOCCULANT BLOCK | | | 0510 642050-001 10.000 EA | 1950.00000 19500.00| 760.00000 7600.00| 6000.00000 60000.00 DEWATERING DEVICE | | | 0515 642055-001 1778.000 SY | 1.50000 2667.00| 1.35000 2400.30| 1.25000 2222.50 EROSION CONTROL MATTING | | | 0520 651001-001 37646.000 CY | 8.00000 301168.00| 5.45000 205170.70| 11.00000 414106.00 FURNISHING AND PLACING TOPSOIL | | | 0525 652001-001 442.000 TN | 45.00000 19890.00| 21.40000 9458.80| 20.00000 8840.00 AGRICULTURAL LIMESTONE | | | 0530 652002-001 125.000 TN | 450.00000 56250.00| 803.00000 100375.00| 750.00000 93750.00 FERTILIZER, 10-20-10 | | | 0535 652002-002 35.000 TN | 700.00000 24500.00| 1015.00000 35525.00| 950.00000 33250.00 FERTILIZER, UREA FORMALDEHYDE | | | 0540 652003-001 20792.000 LB | 2.50000 51980.00| 2.25000 46782.00| 2.10000 43663.20 SEED MIXTURES, B, C-1, OR C-2 | | | 0545 652003-002 10825.000 LB | 6.50000 70362.50| 6.55000 70903.75| 6.20000 67115.00 SEED MIXTURE, D | | | 0550 652004-001 482.000 TN | 310.00000 149420.00| 214.00000 103148.00| 300.00000 144600.00 STRAW OR HAY MULCH | | | 0555 652004-002 108.000 TN | 450.00000 48600.00| 571.50000 61722.00| 550.00000 59400.00 WOOD CELLULOSE FIBER MULCH | | | 0560 655002-001 63125.000 SY | 3.75000 236718.75| 2.95000 186218.75| 3.00000 189375.00 PERMANENT EROSION MATTING, TYPE A | | | 0565 655002-001 12157.000 SY | 4.00000 48628.00| 2.95000 35863.15| 3.00000 36471.00 PERMANENT EROSION MATTING, TYPE B | | | 0570 661013-001 36.000 EA | 47.00000 1692.00| 64.00000 2304.00| 37.00000 1332.00 PLASTIC DELINEATOR POST, YELLOW, | | | SURFACE MOUNTED | | | 0575 664002-001 1200.000 LF | 0.05000 60.00| 0.05000 60.00| 0.15000 180.00 EDGE LINE RUMBLE STRIP, ASPHALT | | | 0580 664004-001 201907.000 LF | 0.05000 10095.35| 0.60000 121144.20| 0.40000 80762.80 RUMBLE STRIP, ADAB | | | 0583 670010-260 315.000 LF | 140.00000 44100.00| 49.50000 15592.50| 1.00000 315.00 12 INCH STEEL CASING PIPE, THICKNESS 0. | | | 25 INCH | | | 0585 675019-001 1.000 EA | 1780.00000 1780.00| 1000.00000 1000.00| 1200.00000 1200.00 CAPPING MANHOLE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 010 -23 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0020043R2 COUNTIES : TUCKER LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0481221 |( 5 ) 55-0345840 |( 6 ) 25-0930077 |MOUNTAINEER CONTRACTORS, INC |VECELLIO & GROGAN, INC. |JOSEPH B. FAY CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0590 695001-001 452986.000 SY | 54.34000 24615259.24| 54.27000 24583550.22| 46.85000 21222394.10 MAINLINE PAVEMENT | | | 0595 699000-001 3000.000 HR | 0.80000 2400.00| 0.80000 2400.00| 0.80000 2400.00 ON JOB TRAINING | | | 0600 401001-040 AA1 1365.000 TN | 102.00000 139230.00| 114.00000 155610.00| 115.00000 156975.00 SUPERPAVE HMA BASE CRSE, SG, TY 19 | | | 0605 401001-041 AA2 1305.000 TN | | | SUPERPAVE HMA BASE CRSE, S, TY 19 | | | 0610 401001-050 AB1 2751.000 TN | 92.00000 253092.00| 84.00000 231084.00| 85.00000 233835.00 SUPERPAVE HMA BASE CRSE, SG, TY 37.5 | | | 0615 401001-051 AB2 2625.000 TN | | | SUPERPAVE HMA BASE CRSE, S, TY 37.5 | | | 0620 401001-050 AC1 738.000 TN | 97.00000 71586.00| 88.50000 65313.00| 90.00000 66420.00 SUPERPAVE HMA BASE CRSE, SG, TY 37.5 , | | | PG 64-22 | | | 0625 401001-051 AC2 704.000 TN | | | SUPERPAVE HMA BASE CRSE, S, TY 37.5 ,PG | | | 64-22 | | | 0630 401001-050 AD1 756.000 TN | 97.00000 73332.00| 92.00000 69552.00| 95.00000 71820.00 SUPERPAVE HMA BASE CRSE, SG, TY 37.5 , | | | PG 64-22 | | | 0635 401001-051 AD2 722.000 TN | | | SUPERPAVE HMA BASE CRSE, S, TY 37.5 ,PG | | | 64-22 | | | 0640 401007-040 AE1 36.000 TN | 185.00000 6660.00| 174.00000 6264.00| 175.00000 6300.00 SUPERPAVE HMA SCRATCH CRSE, SG, TY 9.5 | | | 0645 401007-041 AE2 34.000 TN | | | SUPERPAVE HMA SCRATCH CRSE, S, TY 9.5 | | | 0650 402001-040 AF1 523.000 TN | 130.00000 67990.00| 142.00000 74266.00| 175.00000 91525.00 SUPERPAVE HMA SKID PVT, SG, TY 9.5 | | | 0655 402001-041 AF2 499.000 TN | | | SUPERPAVE HMA SKID PVT, S, TY 9.5 | | | 0660 402001-045 AG1 320.000 TN | 145.00000 46400.00| 145.00000 46400.00| 150.00000 48000.00 SUPERPAVE HMA SKID PVT, SG, TY 12.5 PG | | | 76-22 | | | 0665 402001-046 AG2 306.000 TN | | | SUPERPAVE HMA SKID PVT, S, TY 12.5 PG | | | 76-22 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 010 -24 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0020043R2 COUNTIES : TUCKER LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0481221 |( 5 ) 55-0345840 |( 6 ) 25-0930077 |MOUNTAINEER CONTRACTORS, INC |VECELLIO & GROGAN, INC. |JOSEPH B. FAY CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0670 604050-016 AH1 2400.000 LF | 59.00000 141600.00| | 70.00000 168000.00 18 INCH CORRUGATED POLYETHYLENE PIPE | | | 0675 604057-016 AH2 2400.000 LF | | 73.00000 175200.00| 18 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 0680 604050-020 AJ1 1500.000 LF | 54.00000 81000.00| | 95.00000 142500.00 24 INCH CORRUGATED POLYETHYLENE PIPE | | | 0685 604057-020 AJ2 1500.000 LF | | 75.00000 112500.00| 24 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 0690 636002-001 AK1 386.000 TN | 33.00000 12738.00| 20.00000 7720.00| 35.00000 13510.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0695 636002-002 AK2 371.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 54,238,353.84| $ 58,215,565.39| $ 58,512,123.10 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 SIGNING & PAVEMENT MARKINGS | | | 0700 657006-001 1185.000 LF | 45.00000 53325.00| 49.00000 58065.00| 50.00000 59250.00 S4X7.7, A-572 SUPPORT, GALVANIZED | | | 0705 657006-005 154.000 LF | 65.00000 10010.00| 75.00000 11550.00| 70.00000 10780.00 W6X12, A-572 SUPPORT, GALVANIZED | | | 0710 657006-010 75.000 LF | 80.00000 6000.00| 83.50000 6262.50| 80.00000 6000.00 W8X18, A-572 SUPPORT, GALVANIZED | | | 0715 657008-001 695.000 LF | 12.00000 8340.00| 4.95000 3440.25| 5.00000 3475.00 2.00 LB CHANNEL POST | | | 0720 657010-001 3330.000 LF | 13.00000 43290.00| 5.90000 19647.00| 5.70000 18981.00 3.00 LB CHANNEL POST | | | 0725 657012-001 346.000 LF | 14.00000 4844.00| 10.65000 3684.90| 10.00000 3460.00 4.00 LB BACK TO BACK CHANNEL POST | | | 0730 657017-001 34.000 CY | 1950.00000 66300.00| 1035.00000 35190.00| 1000.00000 34000.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0735 661001-001 3304.000 SF | 10.50000 34692.00| 14.40000 47577.60| 14.00000 46256.00 0.080 IN FLAT SHEET SIGN | | | 0740 661002-001 711.000 SF | 20.00000 14220.00| 18.45000 13117.95| 17.50000 12442.50 EXTRUDED PANEL SIGN | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 010 -25 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0020043R2 COUNTIES : TUCKER LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0481221 |( 5 ) 55-0345840 |( 6 ) 25-0930077 |MOUNTAINEER CONTRACTORS, INC |VECELLIO & GROGAN, INC. |JOSEPH B. FAY CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0745 661004-002 4.000 EA | 12.00000 48.00| 14.90000 59.60| 14.00000 56.00 DELINEATOR, ENCAPSULATED LENS, SINGLE, | | | WHITE 3"X9" | | | 0750 661013-001 130.000 EA | 47.00000 6110.00| 31.50000 4095.00| 19.00000 2470.00 PLASTIC DELINEATOR POST, WHITE, | | | GUARDRAIL MOUNTED | | | 0755 661013-001 405.000 EA | 47.00000 19035.00| 31.50000 12757.50| 30.00000 12150.00 PLASTIC DELINEATOR POST, WHITE, SOIL | | | ANCHORED | | | 0760 661013-001 4.000 EA | 47.00000 188.00| 26.35000 105.40| 19.00000 76.00 PLASTIC DELINEATOR POST, YELLOW, | | | GUARDRAIL MOUNTED | | | 0765 661013-001 236.000 EA | 47.00000 11092.00| 31.90000 7528.40| 30.00000 7080.00 PLASTIC DELINEATOR POST, YELLOW, SOIL | | | ANCHORED | | | 0770 661020-001 4.000 EA | 25.00000 100.00| 52.70000 210.80| 20.00000 80.00 DELINEATOR, TYPE B-1 ,YELLOW, 8"X12" | | | 0775 663001-004 6475.000 LF | 0.25000 1618.75| 0.23000 1489.25| 0.25000 1618.75 EDGE LINE, TYPE II - 4 IN ,WHITE | | | 0780 663001-028 104782.000 LF | 0.58000 60773.56| 0.33000 34578.06| 0.35000 36673.70 EDGE LINE, TYPE IX - 6 IN ,WHITE | | | 0785 663001-028 102893.000 LF | 0.58000 59677.94| 0.33000 33954.69| 0.35000 36012.55 EDGE LINE, TYPE IX - 6 IN ,YELLOW | | | 0790 663002-028 27232.000 LF | 0.58000 15794.56| 0.33000 8986.56| 0.35000 9531.20 LANE LINE, TYPE IX - 6 IN | | | 0795 663002-038 6250.000 LF | 0.25000 1562.50| 0.23000 1437.50| 0.25000 1562.50 CENTERLINE, TYPE II - 4 IN | | | 0800 663004-011 3000.000 LF | 7.50000 22500.00| 6.80000 20400.00| 6.50000 19500.00 CHANNELIZING LINE, TYPE V - 8 IN | | | 0805 663005-011 605.000 LF | 15.00000 9075.00| 18.90000 11434.50| 20.00000 12100.00 STOP LINE, TYPE V - 24 IN | | | 0810 663007-010 875.000 LF | 9.00000 7875.00| 9.45000 8268.75| 9.00000 7875.00 STRIPE, TYPE V - 12 IN ,YELLOW | | | 0815 663010-010 39.000 EA | 175.00000 6825.00| 195.00000 7605.00| 200.00000 7800.00 ONE DIRECTION LANE ASSIGNMENT ARROW, TY | | | V | | | 0820 663010-013 2.000 EA | 600.00000 1200.00| 580.00000 1160.00| 550.00000 1100.00 LANE DROP ARROW, TY V | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 010 -26 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0020043R2 COUNTIES : TUCKER LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0481221 |( 5 ) 55-0345840 |( 6 ) 25-0930077 |MOUNTAINEER CONTRACTORS, INC |VECELLIO & GROGAN, INC. |JOSEPH B. FAY CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0825 663012-208 1610.000 EA | 40.00000 64400.00| 21.50000 34615.00| 20.00000 32200.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 528,896.31| $ 387,221.21| $ 382,530.20 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 SEDIMENT BASINS | | | 0830 207001-001 65703.000 CY | 8.00000 525624.00| 5.75000 377792.25| 8.00000 525624.00 UNCLASSIFIED EXCAVATION | | | 0835 207034-000 9638.000 SY | 1.40000 13493.20| 3.00000 28914.00| 1.20000 11565.60 FABRIC FOR SEPARATION | | | 0840 211001-000 12386.000 CY | 18.00000 222948.00| 4.90000 60691.40| 15.00000 185790.00 UNCLASSIFIED BORROW EXCAVATION | | | 0845 211008-000 2697.000 TN | 27.50000 74167.50| 40.00000 107880.00| 32.00000 86304.00 ROCK BORROW EXCAVATION | | | 0850 211017-001 34342.000 SF | 10.00000 343420.00| 3.45000 118479.90| 6.00000 206052.00 IMPERVIOUS CORE | | | 0855 604057-016 2197.000 LF | 90.00000 197730.00| 71.00000 155987.00| 50.00000 109850.00 18 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 0860 633003-001 513.000 CY | 48.50000 24880.50| 41.00000 21033.00| 75.00000 38475.00 DUMPED ROCK GUTTER | | | 0865 639001-001 LUMP | 35000.00000 35000.00| 5500.00000 5500.00| 60000.00000 60000.00 CONSTRUCTION LAYOUT STAKE | | | 0870 642035-001 38.000 EA | 2300.00000 87400.00| 5000.00000 190000.00| 3000.00000 114000.00 RISER | | | 0875 642036-001 33912.000 CY | 11.35000 384901.20| 7.50000 254340.00| 6.00000 203472.00 SEDIMENT REMOVAL | | | 0880 642042-001 104.000 EA | 170.00000 17680.00| 173.00000 17992.00| 200.00000 20800.00 FLOCCULANT BLOCK | | | 0885 642050-001 26.000 EA | 1475.00000 38350.00| 760.00000 19760.00| 1100.00000 28600.00 DEWATERING DEVICE | | | 0890 655002-001 1672.000 SY | 4.00000 6688.00| 2.95000 4932.40| 2.75000 4598.00 PERMANENT EROSION MATTING, TYPE A | | | 0895 655002-001 1672.000 SY | 4.50000 7524.00| 2.95000 4932.40| 2.75000 4598.00 PERMANENT EROSION MATTING, TYPE B | | | SECTION TOTALS | $ 1,979,806.40| $ 1,368,234.35| $ 1,599,728.60 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 SEDIMENT BASIN RESTORATION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 010 -27 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0020043R2 COUNTIES : TUCKER LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0481221 |( 5 ) 55-0345840 |( 6 ) 25-0930077 |MOUNTAINEER CONTRACTORS, INC |VECELLIO & GROGAN, INC. |JOSEPH B. FAY CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0900 207001-001 42473.000 CY | 3.85000 163521.05| 3.50000 148655.50| 9.00000 382257.00 UNCLASSIFIED EXCAVATION | | | SECTION TOTALS | $ 163,521.05| $ 148,655.50| $ 382,257.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 THREE SIDED BOX CULVERT (SECTION 5) | | | 0905 212001-000 2210.000 CY | 25.00000 55250.00| 39.00000 86190.00| 48.00000 106080.00 STRUCTURE EXCAVATION | | | 0910 212005-000 232.000 CY | 65.00000 15080.00| 69.00000 16008.00| 75.00000 17400.00 SELECT MATERIAL FOR BACKFILLING | | | 0915 601002-001 442.000 CY | 650.00000 287300.00| 695.00000 307190.00| 900.00000 397800.00 CLASS B CONCRETE | | | 0920 602002-001 54974.000 LB | 1.35000 74214.90| 1.45000 79712.30| 0.45000 24738.30 EPOXY COATED REINFORCING STEEL BAR | | | 0925 639001-001 LUMP | 8500.00000 8500.00| 9100.00000 9100.00| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 440,344.90| $ 498,200.30| $ 548,018.30 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 BOX CULVERT (SECTION 1) | | | 0930 207034-000 994.000 SY | 2.30000 2286.20| 2.45000 2435.30| 1.20000 1192.80 FABRIC FOR SEPARATION | | | 0935 211008-000 19.000 TN | 150.00000 2850.00| 160.00000 3040.00| 45.00000 855.00 ROCK BORROW EXCAVATION | | | 0940 212001-000 894.000 CY | 25.00000 22350.00| 26.50000 23691.00| 90.00000 80460.00 STRUCTURE EXCAVATION | | | 0945 212005-000 236.000 CY | 65.00000 15340.00| 69.50000 16402.00| 55.00000 12980.00 SELECT MATERIAL FOR BACKFILLING | | | 0950 307001-000 234.000 CY | 60.00000 14040.00| 64.00000 14976.00| 81.00000 18954.00 AGGREGATE BASE COURSE, CLASS I | | | 0955 601002-001 26.000 CY | 1200.00000 31200.00| 1284.00000 33384.00| 1100.00000 28600.00 CLASS B CONCRETE | | | 0960 602002-001 1833.000 LB | 3.00000 5499.00| 3.20000 5865.60| 1.70000 3116.10 EPOXY COATED REINFORCING STEEL BAR | | | 0965 604070-083 195.000 LF | 1200.00000 234000.00| 1280.00000 249600.00| 900.00000 175500.00 8X6 FT PRECAST CONCRETE BOX CULVERT | | | 0970 639001-001 LUMP | 8500.00000 8500.00| 9100.00000 9100.00| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 010 -28 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0020043R2 COUNTIES : TUCKER LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0481221 |( 5 ) 55-0345840 |( 6 ) 25-0930077 |MOUNTAINEER CONTRACTORS, INC |VECELLIO & GROGAN, INC. |JOSEPH B. FAY CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0975 642050-001 1.000 EA | 75.00000 75.00| 800.00000 800.00| 25000.00000 25000.00 DEWATERING DEVICE | | | SECTION TOTALS | $ 336,140.20| $ 359,293.90| $ 348,657.90 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0007 NATURAL STREAM RELOCATION (SECTION 30 | | | 0980 207001-001 8863.000 CY | 11.00000 97493.00| 7.50000 66472.50| 11.00000 97493.00 UNCLASSIFIED EXCAVATION | | | 0985 639001-001 LUMP | 5000.00000 5000.00| 1000.00000 1000.00| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKE | | | 0990 641002-001 64.000 EA | 2213.85000 141686.40| 965.00000 61760.00| 3000.00000 192000.00 WEIR | | | 0995 651001-001 181.000 CY | 32.85000 5945.85| 7.00000 1267.00| 55.00000 9955.00 FURNISHING AND PLACING TOPSOIL | | | 1000 652001-001 1.000 TN | 527.55000 527.55| 42.80000 42.80| 20.00000 20.00 AGRICULTURAL LIMESTONE | | | 1005 652002-001 1.000 TN | 1161.50000 1161.50| 642.30000 642.30| 750.00000 750.00 FERTILIZER, 10-20-10 | | | 1010 652003-001 94.000 LB | 2.20000 206.80| 2.25000 211.50| 2.10000 197.40 SEED MIXTURES, B, C-1, OR C-2 | | | 1015 655002-001 2931.000 SY | 5.55000 16267.05| 3.50000 10258.50| 3.25000 9525.75 PERMANENT EROSION MATTING, TYPE B | | | SECTION TOTALS | $ 268,288.15| $ 141,654.60| $ 311,941.15 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0008 BRIDGE #10573 | | | 1020 203001-000 LUMP | 40000.00000 40000.00| 42650.00000 42650.00| 100000.00000 100000.00 DISMANTLING STRUCTURE | | | 1025 212001-000 287.000 CY | 25.00000 7175.00| 26.75000 7677.25| 200.00000 57400.00 STRUCTURE EXCAVATION | | | 1030 212005-000 114.000 CY | 65.00000 7410.00| 69.50000 7923.00| 80.00000 9120.00 SELECT MATERIAL FOR BACKFILLING | | | 1035 218006-000 1720.000 CY | 50.00000 86000.00| 53.50000 92020.00| 60.00000 103200.00 FOUNDATION PROTECTION | | | 1040 601002-003 161.000 CY | 540.00000 86940.00| 578.00000 93058.00| 1200.00000 193200.00 CLASS B CONCRETE, ARCHITECTURAL | | | 1045 601009-001 399.000 CY | 650.00000 259350.00| 695.00000 277305.00| 900.00000 359100.00 CLASS H CONCRETE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 010 -29 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0020043R2 COUNTIES : TUCKER LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0481221 |( 5 ) 55-0345840 |( 6 ) 25-0930077 |MOUNTAINEER CONTRACTORS, INC |VECELLIO & GROGAN, INC. |JOSEPH B. FAY CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1050 601009-003 54.000 CY | 1000.00000 54000.00| 1070.00000 57780.00| 1200.00000 64800.00 CLASS H CONCRETE, ARCHITECTURAL | | | 1055 602001-001 17094.000 LB | 1.60000 27350.40| 1.70000 29059.80| 1.00000 17094.00 REINFORCING STEEL BAR | | | 1060 602002-001 107765.000 LB | 1.75000 188588.75| 1.85000 199365.25| 1.15000 123929.75 EPOXY COATED REINFORCING STEEL BAR | | | 1065 615001-001 307876.000 LS | 795000.00000 795000.00| 847500.00000 847500.00| 650000.00000 650000.00 STEEL SUPERSTRUCTURE | | | 1070 616005-008 420.000 LF | 350.00000 147000.00| 374.00000 157080.00| 200.00000 84000.00 HP12X74 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 1075 617003-001 276.000 LF | 85.00000 23460.00| 91.00000 25116.00| 150.00000 41400.00 ALUMINUM RAILING | | | 1080 639001-001 LUMP | 18000.00000 18000.00| 19200.00000 19200.00| 15000.00000 15000.00 CONSTRUCTION LAYOUT STAKE | | | 1085 642050-001 1.000 EA | 750.00000 750.00| 802.00000 802.00| 1500.00000 1500.00 DEWATERING DEVICE | | | 1090 662002-001 LUMP | 8000.00000 8000.00| 8560.00000 8560.00| 10000.00000 10000.00 GALVANIZED STEEL CONDUIT | | | 1095 662014-001 LUMP | 5000.00000 5000.00| 5300.00000 5300.00| 10000.00000 10000.00 INCIDENTAL ELECTRICAL WORK | | | SECTION TOTALS | $ 1,754,024.15| $ 1,870,396.30| $ 1,839,743.75 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0009 COMPUTER SYSTEM | | | 1100 640004-001 LUMP | 5000.00000 5000.00| 8000.00000 8000.00| 5000.00000 5000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 5,000.00| $ 8,000.00| $ 5,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 59,714,375.00| $ 62,997,221.55| $ 63,930,000.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 010 -30 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0020043R2 COUNTIES : TUCKER LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0535003 |( ) |( ) |KANAWHA STONE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN & PAVE | | | 0005 201001-000 1.000 LS | 6092195.51000 6092195.51| | CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 3000000.00000 3000000.00| | MOBILIZATION | | | 0015 207001-001 2895137.000 CY | 4.77000 13809803.49| | UNCLASSIFIED EXCAVATION | | | 0020 207002-000 1912.000 CY | 34.12000 65237.44| | SUBGRADE | | | 0025 207034-000 93811.000 SY | 1.12000 105068.32| | FABRIC FOR SEPARATION | | | 0035 211002-000 50000.000 CY | 9.30000 465000.00| | ROCK BORROW EXCAVATION | | | 0040 211008-000 500.000 TN | 36.93000 18465.00| | ROCK BORROW EXCAVATION | | | 0045 240001-000 57.000 LF | 20.51000 1169.07| | CLEAN CULVERT | | | 0050 307001-000 1031.000 CY | 45.87000 47291.97| | AGGREGATE BASE COURSE, CLASS 1 | | | 0055 307001-000 8659.000 CY | 47.84000 414246.56| | AGGREGATE BASE COURSE, CLASS 10 | | | 0060 307001-000 119.000 CY | 47.93000 5703.67| | AGGREGATE BASE COURSE, CLASS 3 | | | 0065 311006-001 835.000 CY | 134.00000 111890.00| | OPEN GRADED FREE DRAINING BASE COURSE | | | 0070 408002-001 213.000 GA | 4.00000 852.00| | BITUMINOUS MATERIAL | | | 0075 502001-012 396.000 SY | 275.00000 108900.00| | 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0080 601002-001 609.000 CY | 1322.66000 805499.94| | CLASS B CONCRETE | | | 0085 604009-016 2.000 EA | 944.99000 1889.98| | 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0090 604037-020 30.000 LF | 119.63000 3588.90| | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 010 -31 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0020043R2 COUNTIES : TUCKER LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0535003 |( ) |( ) |KANAWHA STONE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 604041-065 175.000 LF | 652.08000 114114.00| | 98X63 INCH REINFORCED CONCRETE | | | ELLIPTICAL PIPE, CLASS III | | | 0100 604057-016 6959.000 LF | 78.43000 545794.37| | 18 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 0105 604057-020 7607.000 LF | 89.51000 680902.57| | 24 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 0110 604057-022 1777.000 LF | 116.09000 206291.93| | 30 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 0115 604057-024 2180.000 LF | 130.28000 284010.40| | 36 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 0120 604057-026 573.000 LF | 152.30000 87267.90| | 42 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 0125 604057-028 1119.000 LF | 216.65000 242431.35| | 48 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 0130 604057-030 827.000 LF | 195.96000 162058.92| | 54 INCH PRECOATED GALVANIZED STEEL PIPE | | | A3 | | | 0135 604057-032 478.000 LF | 284.47000 135976.66| | 60 INCH PRECOATED GALVANIZED STEEL PIPE | | | A3 | | | 0140 604057-034 371.000 LF | 308.27000 114368.17| | 66 INCH PRECOATED GALVANIZED STEEL PIPE | | | A3 | | | 0145 604057-034 325.000 LF | 314.75000 102293.75| | 66 INCH PRECOATED GALVANIZED STEEL PIPE | | | A5 | | | 0150 604057-036 215.000 LF | 365.55000 78593.25| | 72 INCH PRECOATED GALVANIZED STEEL PIPE | | | A3 | | | 0155 604057-036 1129.000 LF | 365.55000 412705.95| | 72 INCH PRECOATED GALVANIZED STEEL PIPE | | | A5 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 010 -32 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0020043R2 COUNTIES : TUCKER LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0535003 |( ) |( ) |KANAWHA STONE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0160 604057-040 408.000 LF | 466.90000 190495.20| | 84 INCH PRECOATED GALVANIZED STEEL PIPE | | | A5 | | | 0165 604057-048 371.000 LF | 942.20000 349556.20| | 108 INCH PRECOATED GALVANIZED STEEL | | | PIPE, C5 | | | 0170 604072-116 2.000 EA | 1277.15000 2554.30| | 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0175 604072-124 1.000 EA | 5411.67000 5411.67| | 36 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0180 605001-001 1.000 EA | 2170.64000 2170.64| | TYPE A MANHOLE | | | 0185 605002-001 1.000 EA | 3914.20000 3914.20| | TYPE B MANHOLE | | | 0190 605009-001 136.000 EA | 2489.57000 338581.52| | TYPE G INLET | | | 0195 605014-001 4.000 EA | 7355.70000 29422.80| | MODIFIED INLET, TYPE G | | | 0200 605053-001 1.000 EA | 3445.84000 3445.84| | CONCRETE INLET CAP | | | 0205 606020-001 560.000 LF | 15.72000 8803.20| | AGGREGATE FILLED FABRIC UNDERDRAIN, 6 | | | INCH | | | 0210 606022-001 94.000 CY | 47.46000 4461.24| | CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 0215 606025-004 887.000 LF | 17.25000 15300.75| | 6 INCH UNDERDRAIN PIPE | | | 0220 606029-001 109500.000 LF | 6.67000 730365.00| | FREE DRAINING BASE TRENCH | | | 0225 606030-001 9720.000 LF | 12.00000 116640.00| | OUTLET PIPE, 6 INCH | | | 0230 607001-001 26132.000 LF | 13.37000 349384.84| | TYPE 1 GUARDRAIL, CLASS I | | | 0235 607006-001 8.000 EA | 1250.00000 10000.00| | THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 010 -33 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0020043R2 COUNTIES : TUCKER LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0535003 |( ) |( ) |KANAWHA STONE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0240 607010-020 473.000 LF | 2.00000 946.00| | GUARDRAIL REMOVAL | | | 0245 607025-001 2.000 EA | 375.00000 750.00| | CUT SLOPE TERMINAL, TYPE A | | | 0250 607025-001 3.000 EA | 450.00000 1350.00| | CUT SLOPE TERMINAL, TYPE B | | | 0255 607030-001 25.000 EA | 425.00000 10625.00| | SPECIAL TRAILING END TERMINAL | | | 0260 607065-001 35.000 EA | 1500.00000 52500.00| | FLARED END TERMINAL | | | 0265 607066-001 4.000 EA | 1650.00000 6600.00| | TANGENT END TERMINAL | | | 0270 608002-001 113586.000 LF | 8.24000 935948.64| | 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0275 633001-001 1308.000 SY | 103.57000 135469.56| | CONCRETE GUTTER | | | 0280 633003-001 8553.000 CY | 45.94000 392924.82| | DUMPED ROCK GUTTER | | | 0285 636007-001 19300.000 LF | 0.85000 16405.00| | ERADICATION OF PAVEMENT MARKING | | | 0290 636008-001 172468.000 LF | 0.15000 25870.20| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | 0295 636009-001 50090.000 LF | 1.15000 57603.50| | TEMPORARY PAVEMENT MARKING-TAPE 4 IN, | | | TY VIIC | | | 0300 636010-003 141.000 EA | 6.00000 846.00| | TEMPORARY RAISED PAVEMENT MARKER, TYPE | | | TCZ | | | 0305 636011-001 116620.000 UN | 1.00000 116620.00| | TRAFFIC CONTROL DEVICE | | | 0310 636012-010 14.000 EA | 400.00000 5600.00| | PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0315 636013-001 1946.000 EA | 4.00000 7784.00| | INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0320 636014-001 2220.000 HR | 49.00000 108780.00| | FLAGGER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 010 -34 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0020043R2 COUNTIES : TUCKER LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0535003 |( ) |( ) |KANAWHA STONE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0325 636014-002 200.000 HR | 30.00000 6000.00| | TRAFFIC DIRECTOR | | | 0330 636017-001 26750.000 LF | 23.85000 637987.50| | TEMPORARY CONCRETE BARRIER | | | 0335 636018-001 28150.000 LF | 4.85000 136527.50| | REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0340 636021-001 480.000 DA | 12.00000 5760.00| | ELECTRIC ARROW | | | 0344 636024-001 1000.000 LF | 40.67000 40670.00| | TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0345 636025-001 17670.000 DA | 1.20000 21204.00| | WARNING LIGHTS, TYPE B | | | 0350 636028-001 90.000 DA | 262.63000 23636.70| | SHADOW VEHICLE | | | 0355 636041-001 200.000 EA | 38.50000 7700.00| | TUBULAR MARKER, INITIAL INSTALLATION | | | 0360 636042-001 200.000 EA | 38.50000 7700.00| | TUBULAR MARKER REPLACEMENT | | | 0365 636060-001 25.000 EA | 3900.00000 97500.00| | TEMPORARY IMPACT ATTENUATING DEVICE | | | 0370 636060-002 27.000 EA | 1200.00000 32400.00| | REMOVE AND RESET ATTENUATOR DEVICE | | | 0375 637001-001 5896.000 MG | 37.27000 219743.92| | WATER FOR DUST PALLIATIVE | | | 0380 638002-001 219.000 EA | 173.59000 38016.21| | RIGHT OF WAY MARKER | | | 0385 638003-001 24.000 EA | 258.77000 6210.48| | SURVEY MARKER | | | 0391 638004-001 15.000 EA | 232.95000 3494.25| | OUTLET MARKER | | | 0395 639001-001 LUMP | 685000.00000 685000.00| | CONSTRUCTION LAYOUT STAKE | | | 0400 640002-001 30.000 MO | 2969.14000 89074.20| | LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0405 640003-001 LUMP | 5162.09000 5162.09| | BUILDING EQUIPMENT | | | 0407 641056-001 150.000 EA | 495.00000 74250.00| | BRUSH PILE CONSTRUCTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 010 -35 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0020043R2 COUNTIES : TUCKER LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0535003 |( ) |( ) |KANAWHA STONE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0410 642001-001 115412.000 LF | 1.21000 139648.52| | TEMPORARY BERM | | | 0415 642002-001 7206.000 LF | 17.11000 123294.66| | SLOPE DRAIN | | | 0420 642004-001 39613.000 LB | 0.01000 396.13| | SEED MIXTURE, TEMPORARY | | | 0425 642004-002 8322.000 LB | 4.40000 36616.80| | SEED MIXTURE, B | | | 0430 642004-003 5944.000 LB | 9.75000 57954.00| | SEED MIXTURE, D | | | 0435 642005-001 759.000 TN | 375.00000 284625.00| | MULCH, STRAW OR HAY | | | 0440 642005-002 200.000 TN | 900.00000 180000.00| | MULCH, WOOD CELLULOSE FIBER | | | 0445 642006-001 203.000 TN | 100.00000 20300.00| | FERTILIZER | | | 0450 642007-001 41700.000 SY | 1.25000 52125.00| | FIBER MATTING | | | 0455 642008-001 3446.000 LF | 36.14000 124538.44| | TEMPORARY PIPE | | | 0460 642009-001 148761.000 LF | 1.21000 180000.81| | CONTOUR DITCH | | | 0465 642010-001 502.000 TN | 20.00000 10040.00| | AGRICULTURAL LIMESTONE | | | 0470 642012-001 102851.000 LF | 2.65000 272555.15| | SILT FENCE | | | 0475 642015-001 9919.000 LF | 8.00000 79352.00| | SUPER SILT FENCE | | | 0480 642031-001 5203.000 EA | 47.38000 246518.14| | DITCH CHECK | | | 0485 642033-001 5143.000 CY | 6.88000 35383.84| | SEDIMENT TRAP (SEDIMENT SUMPS) | | | 0490 642036-001 915.000 CY | 5.00000 4575.00| | SEDIMENT REMOVAL | | | 0495 642036-001 5287.000 CY | 5.00000 26435.00| | SEDIMENT REMOVAL (SEDIMENT SUMPS) | | | 0500 642040-001 139.000 EA | 487.83000 67808.37| | INLET PROTECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 010 -36 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0020043R2 COUNTIES : TUCKER LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0535003 |( ) |( ) |KANAWHA STONE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0505 642042-001 244.000 EA | 168.92000 41216.48| | FLOCCULANT BLOCK | | | 0510 642050-001 10.000 EA | 466.22000 4662.20| | DEWATERING DEVICE | | | 0515 642055-001 1778.000 SY | 1.25000 2222.50| | EROSION CONTROL MATTING | | | 0520 651001-001 37646.000 CY | 18.80000 707744.80| | FURNISHING AND PLACING TOPSOIL | | | 0525 652001-001 442.000 TN | 20.00000 8840.00| | AGRICULTURAL LIMESTONE | | | 0530 652002-001 125.000 TN | 750.00000 93750.00| | FERTILIZER, 10-20-10 | | | 0535 652002-002 35.000 TN | 950.00000 33250.00| | FERTILIZER, UREA FORMALDEHYDE | | | 0540 652003-001 20792.000 LB | 2.10000 43663.20| | SEED MIXTURES, B, C-1, OR C-2 | | | 0545 652003-002 10825.000 LB | 6.15000 66573.75| | SEED MIXTURE, D | | | 0550 652004-001 482.000 TN | 200.00000 96400.00| | STRAW OR HAY MULCH | | | 0555 652004-002 108.000 TN | 534.00000 57672.00| | WOOD CELLULOSE FIBER MULCH | | | 0560 655002-001 63125.000 SY | 2.75000 173593.75| | PERMANENT EROSION MATTING, TYPE A | | | 0565 655002-001 12157.000 SY | 2.75000 33431.75| | PERMANENT EROSION MATTING, TYPE B | | | 0570 661013-001 36.000 EA | 60.00000 2160.00| | PLASTIC DELINEATOR POST, YELLOW, | | | SURFACE MOUNTED | | | 0575 664002-001 1200.000 LF | 5.00000 6000.00| | EDGE LINE RUMBLE STRIP, ASPHALT | | | 0580 664004-001 201907.000 LF | 0.36000 72686.52| | RUMBLE STRIP, ADAB | | | 0583 670010-260 315.000 LF | 127.29000 40096.35| | 12 INCH STEEL CASING PIPE, THICKNESS 0. | | | 25 INCH | | | 0585 675019-001 1.000 EA | 3445.84000 3445.84| | CAPPING MANHOLE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 010 -37 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0020043R2 COUNTIES : TUCKER LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0535003 |( ) |( ) |KANAWHA STONE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0590 695001-001 452986.000 SY | 49.43000 22391097.98| | MAINLINE PAVEMENT | | | 0595 699000-001 3000.000 HR | 0.80000 2400.00| | ON JOB TRAINING | | | 0600 401001-040 AA1 1365.000 TN | 108.00000 147420.00| | SUPERPAVE HMA BASE CRSE, SG, TY 19 | | | 0605 401001-041 AA2 1305.000 TN | | | SUPERPAVE HMA BASE CRSE, S, TY 19 | | | 0610 401001-050 AB1 2751.000 TN | 80.00000 220080.00| | SUPERPAVE HMA BASE CRSE, SG, TY 37.5 | | | 0615 401001-051 AB2 2625.000 TN | | | SUPERPAVE HMA BASE CRSE, S, TY 37.5 | | | 0620 401001-050 AC1 738.000 TN | 84.00000 61992.00| | SUPERPAVE HMA BASE CRSE, SG, TY 37.5 , | | | PG 64-22 | | | 0625 401001-051 AC2 704.000 TN | | | SUPERPAVE HMA BASE CRSE, S, TY 37.5 ,PG | | | 64-22 | | | 0630 401001-050 AD1 756.000 TN | 87.00000 65772.00| | SUPERPAVE HMA BASE CRSE, SG, TY 37.5 , | | | PG 64-22 | | | 0635 401001-051 AD2 722.000 TN | | | SUPERPAVE HMA BASE CRSE, S, TY 37.5 ,PG | | | 64-22 | | | 0640 401007-040 AE1 36.000 TN | 165.00000 5940.00| | SUPERPAVE HMA SCRATCH CRSE, SG, TY 9.5 | | | 0645 401007-041 AE2 34.000 TN | | | SUPERPAVE HMA SCRATCH CRSE, S, TY 9.5 | | | 0650 402001-040 AF1 523.000 TN | 135.00000 70605.00| | SUPERPAVE HMA SKID PVT, SG, TY 9.5 | | | 0655 402001-041 AF2 499.000 TN | | | SUPERPAVE HMA SKID PVT, S, TY 9.5 | | | 0660 402001-045 AG1 320.000 TN | 138.00000 44160.00| | SUPERPAVE HMA SKID PVT, SG, TY 12.5 PG | | | 76-22 | | | 0665 402001-046 AG2 306.000 TN | | | SUPERPAVE HMA SKID PVT, S, TY 12.5 PG | | | 76-22 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 010 -38 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0020043R2 COUNTIES : TUCKER LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0535003 |( ) |( ) |KANAWHA STONE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0670 604050-016 AH1 2400.000 LF | 65.94000 158256.00| | 18 INCH CORRUGATED POLYETHYLENE PIPE | | | 0675 604057-016 AH2 2400.000 LF | | | 18 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 0680 604050-020 AJ1 1500.000 LF | 79.84000 119760.00| | 24 INCH CORRUGATED POLYETHYLENE PIPE | | | 0685 604057-020 AJ2 1500.000 LF | | | 24 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 0690 636002-001 AK1 386.000 TN | 23.59000 9105.74| | AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0695 636002-002 AK2 371.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 61,124,942.76| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 SIGNING & PAVEMENT MARKINGS | | | 0700 657006-001 1185.000 LF | 46.45000 55043.25| | S4X7.7, A-572 SUPPORT, GALVANIZED | | | 0705 657006-005 154.000 LF | 70.35000 10833.90| | W6X12, A-572 SUPPORT, GALVANIZED | | | 0710 657006-010 75.000 LF | 78.65000 5898.75| | W8X18, A-572 SUPPORT, GALVANIZED | | | 0715 657008-001 695.000 LF | 4.65000 3231.75| | 2.00 LB CHANNEL POST | | | 0720 657010-001 3330.000 LF | 5.55000 18481.50| | 3.00 LB CHANNEL POST | | | 0725 657012-001 346.000 LF | 10.05000 3477.30| | 4.00 LB BACK TO BACK CHANNEL POST | | | 0730 657017-001 34.000 CY | 975.00000 33150.00| | CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0735 661001-001 3304.000 SF | 13.55000 44769.20| | 0.080 IN FLAT SHEET SIGN | | | 0740 661002-001 711.000 SF | 17.35000 12335.85| | EXTRUDED PANEL SIGN | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 010 -39 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0020043R2 COUNTIES : TUCKER LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0535003 |( ) |( ) |KANAWHA STONE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0745 661004-002 4.000 EA | 18.00000 72.00| | DELINEATOR, ENCAPSULATED LENS, SINGLE, | | | WHITE 3"X9" | | | 0750 661013-001 130.000 EA | 35.00000 4550.00| | PLASTIC DELINEATOR POST, WHITE, | | | GUARDRAIL MOUNTED | | | 0755 661013-001 405.000 EA | 35.00000 14175.00| | PLASTIC DELINEATOR POST, WHITE, SOIL | | | ANCHORED | | | 0760 661013-001 4.000 EA | 35.00000 140.00| | PLASTIC DELINEATOR POST, YELLOW, | | | GUARDRAIL MOUNTED | | | 0765 661013-001 236.000 EA | 30.00000 7080.00| | PLASTIC DELINEATOR POST, YELLOW, SOIL | | | ANCHORED | | | 0770 661020-001 4.000 EA | 50.00000 200.00| | DELINEATOR, TYPE B-1 ,YELLOW, 8"X12" | | | 0775 663001-004 6475.000 LF | 0.22000 1424.50| | EDGE LINE, TYPE II - 4 IN ,WHITE | | | 0780 663001-028 104782.000 LF | 0.31000 32482.42| | EDGE LINE, TYPE IX - 6 IN ,WHITE | | | 0785 663001-028 102893.000 LF | 0.31000 31896.83| | EDGE LINE, TYPE IX - 6 IN ,YELLOW | | | 0790 663002-028 27232.000 LF | 0.31000 8441.92| | LANE LINE, TYPE IX - 6 IN | | | 0795 663002-038 6250.000 LF | 0.22000 1375.00| | CENTERLINE, TYPE II - 4 IN | | | 0800 663004-011 3000.000 LF | 6.50000 19500.00| | CHANNELIZING LINE, TYPE V - 8 IN | | | 0805 663005-011 605.000 LF | 18.00000 10890.00| | STOP LINE, TYPE V - 24 IN | | | 0810 663007-010 875.000 LF | 9.00000 7875.00| | STRIPE, TYPE V - 12 IN ,YELLOW | | | 0815 663010-010 39.000 EA | 185.00000 7215.00| | ONE DIRECTION LANE ASSIGNMENT ARROW, TY | | | V | | | 0820 663010-013 2.000 EA | 550.00000 1100.00| | LANE DROP ARROW, TY V | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 010 -40 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0020043R2 COUNTIES : TUCKER LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0535003 |( ) |( ) |KANAWHA STONE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0825 663012-208 1610.000 EA | 20.50000 33005.00| | RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 368,644.17| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 SEDIMENT BASINS | | | 0830 207001-001 65703.000 CY | 8.10000 532194.30| | UNCLASSIFIED EXCAVATION | | | 0835 207034-000 9638.000 SY | 1.84000 17733.92| | FABRIC FOR SEPARATION | | | 0840 211001-000 12386.000 CY | 0.01000 123.86| | UNCLASSIFIED BORROW EXCAVATION | | | 0845 211008-000 2697.000 TN | 31.48000 84901.56| | ROCK BORROW EXCAVATION | | | 0850 211017-001 34342.000 SF | 1.86000 63876.12| | IMPERVIOUS CORE | | | 0855 604057-016 2197.000 LF | 74.14000 162885.58| | 18 INCH PRECOATED GALVANIZED STEEL PIPE | | | A2 | | | 0860 633003-001 513.000 CY | 49.81000 25552.53| | DUMPED ROCK GUTTER | | | 0865 639001-001 LUMP | 636.83000 636.83| | CONSTRUCTION LAYOUT STAKE | | | 0870 642035-001 38.000 EA | 3911.25000 148627.50| | RISER | | | 0875 642036-001 33912.000 CY | 0.01000 339.12| | SEDIMENT REMOVAL | | | 0880 642042-001 104.000 EA | 168.91000 17566.64| | FLOCCULANT BLOCK | | | 0885 642050-001 26.000 EA | 466.22000 12121.72| | DEWATERING DEVICE | | | 0890 655002-001 1672.000 SY | 3.25000 5434.00| | PERMANENT EROSION MATTING, TYPE A | | | 0895 655002-001 1672.000 SY | 3.25000 5434.00| | PERMANENT EROSION MATTING, TYPE B | | | SECTION TOTALS | $ 1,077,427.68| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 SEDIMENT BASIN RESTORATION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 010 -41 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0020043R2 COUNTIES : TUCKER LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0535003 |( ) |( ) |KANAWHA STONE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0900 207001-001 42473.000 CY | 3.82000 162246.86| | UNCLASSIFIED EXCAVATION | | | SECTION TOTALS | $ 162,246.86| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 THREE SIDED BOX CULVERT (SECTION 5) | | | 0905 212001-000 2210.000 CY | 43.59000 96333.90| | STRUCTURE EXCAVATION | | | 0910 212005-000 232.000 CY | 55.89000 12966.48| | SELECT MATERIAL FOR BACKFILLING | | | 0915 601002-001 442.000 CY | 698.50000 308737.00| | CLASS B CONCRETE | | | 0920 602002-001 54974.000 LB | 1.55000 85209.70| | EPOXY COATED REINFORCING STEEL BAR | | | 0925 639001-001 LUMP | 10000.00000 10000.00| | CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 513,247.08| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 BOX CULVERT (SECTION 1) | | | 0930 207034-000 994.000 SY | 1.85000 1838.90| | FABRIC FOR SEPARATION | | | 0935 211008-000 19.000 TN | 33.67000 639.73| | ROCK BORROW EXCAVATION | | | 0940 212001-000 894.000 CY | 42.30000 37816.20| | STRUCTURE EXCAVATION | | | 0945 212005-000 236.000 CY | 57.54000 13579.44| | SELECT MATERIAL FOR BACKFILLING | | | 0950 307001-000 234.000 CY | 44.67000 10452.78| | AGGREGATE BASE COURSE, CLASS I | | | 0955 601002-001 26.000 CY | 960.00000 24960.00| | CLASS B CONCRETE | | | 0960 602002-001 1833.000 LB | 1.59000 2914.47| | EPOXY COATED REINFORCING STEEL BAR | | | 0965 604070-083 195.000 LF | 862.96000 168277.20| | 8X6 FT PRECAST CONCRETE BOX CULVERT | | | 0970 639001-001 LUMP | 5000.00000 5000.00| | CONSTRUCTION LAYOUT STAKE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 010 -42 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0020043R2 COUNTIES : TUCKER LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0535003 |( ) |( ) |KANAWHA STONE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0975 642050-001 1.000 EA | 466.21000 466.21| | DEWATERING DEVICE | | | SECTION TOTALS | $ 265,944.93| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0007 NATURAL STREAM RELOCATION (SECTION 30 | | | 0980 207001-001 8863.000 CY | 8.99000 79678.37| | UNCLASSIFIED EXCAVATION | | | 0985 639001-001 LUMP | 636.83000 636.83| | CONSTRUCTION LAYOUT STAKE | | | 0990 641002-001 64.000 EA | 1363.49000 87263.36| | WEIR | | | 0995 651001-001 181.000 CY | 54.87000 9931.47| | FURNISHING AND PLACING TOPSOIL | | | 1000 652001-001 1.000 TN | 40.00000 40.00| | AGRICULTURAL LIMESTONE | | | 1005 652002-001 1.000 TN | 600.00000 600.00| | FERTILIZER, 10-20-10 | | | 1010 652003-001 94.000 LB | 2.10000 197.40| | SEED MIXTURES, B, C-1, OR C-2 | | | 1015 655002-001 2931.000 SY | 3.25000 9525.75| | PERMANENT EROSION MATTING, TYPE B | | | SECTION TOTALS | $ 187,873.18| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0008 BRIDGE #10573 | | | 1020 203001-000 LUMP | 40000.00000 40000.00| | DISMANTLING STRUCTURE | | | 1025 212001-000 287.000 CY | 25.00000 7175.00| | STRUCTURE EXCAVATION | | | 1030 212005-000 114.000 CY | 65.00000 7410.00| | SELECT MATERIAL FOR BACKFILLING | | | 1035 218006-000 1720.000 CY | 50.00000 86000.00| | FOUNDATION PROTECTION | | | 1040 601002-003 161.000 CY | 540.00000 86940.00| | CLASS B CONCRETE, ARCHITECTURAL | | | 1045 601009-001 399.000 CY | 650.00000 259350.00| | CLASS H CONCRETE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/07/12 PAGE : 010 -43 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0020043R2 COUNTIES : TUCKER LETTING DATE : 07/19/12 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0535003 |( ) |( ) |KANAWHA STONE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1050 601009-003 54.000 CY | 1000.00000 54000.00| | CLASS H CONCRETE, ARCHITECTURAL | | | 1055 602001-001 17094.000 LB | 1.60000 27350.40| | REINFORCING STEEL BAR | | | 1060 602002-001 107765.000 LB | 1.75000 188588.75| | EPOXY COATED REINFORCING STEEL BAR | | | 1065 615001-001 307876.000 LS | 755000.00000 755000.00| | STEEL SUPERSTRUCTURE | | | 1070 616005-008 420.000 LF | 350.00000 147000.00| | HP12X74 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 1075 617003-001 276.000 LF | 85.00000 23460.00| | ALUMINUM RAILING | | | 1080 639001-001 LUMP | 18000.00000 18000.00| | CONSTRUCTION LAYOUT STAKE | | | 1085 642050-001 1.000 EA | 466.21000 466.21| | DEWATERING DEVICE | | | 1090 662002-001 LUMP | 8000.00000 8000.00| | GALVANIZED STEEL CONDUIT | | | 1095 662014-001 LUMP | 10000.00000 10000.00| | INCIDENTAL ELECTRICAL WORK | | | SECTION TOTALS | $ 1,718,740.36| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0009 COMPUTER SYSTEM | | | 1100 640004-001 LUMP | 6452.63000 6452.63| | COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 6,452.63| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 65,425,519.65| $ 0.00| $ ====================================================================================================================================