WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 1011286 COUNTIES : MERCER LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : INGLESIDE SLIP PROJECT(S) : E328-0112/00-004.39 00 00ER 0310 021 D00 LOCATION: 4.39 MILES EAST OF JCT. US 19- 4.42 MILES EAST OF JCT. US 19 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 62-1345425 BILCO CONSTRUCTION CO., INC. $ 132,083.00 100.0000% 2 31-4444098 ALAN STONE CO., INC. $ 146,136.80 110.6401% 3 55-0743840 THAXTON CONSTRUCTION COMPANY, INC., OF SISSONVILLE $ 202,266.00 153.1355% 4 61-1584805 MARKS DRILLING $ 221,824.83 167.9435% 5 55-0581702 CLAUDE ERPS CONSTRUCTION, INC. $ 234,646.20 177.6506% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 1011286 COUNTIES : MERCER LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1345425 |( 2 ) 31-4444098 |( 3 ) 55-0743840 |BILCO CONSTRUCTION CO., INC. |ALAN STONE CO., INC. |THAXTON CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIP REPAIR | | | 0005 201001-000 1.000 LS | 36600.00000 36600.00| 9000.00000 9000.00| 30000.00000 30000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 30700.00000 30700.00| 12500.00000 12500.00| 10000.00000 10000.00 MOBILIZATION | | | 0015 207001-001 65.000 CY | 10.00000 650.00| 34.25000 2226.25| 100.00000 6500.00 UNCLASSIFIED EXCAVATION | | | 0020 212005-000 130.000 CY | 33.00000 4290.00| 50.50000 6565.00| 50.00000 6500.00 SELECT MATERIAL FOR BACKFILLING | | | 0025 229001-000 0.030 MI | 8000.00000 240.00| 50000.00000 1500.00| 1000.00000 30.00 SHOULDER AND DITCH | | | 0030 408002-001 12.000 GA | 5.00000 60.00| 2.10000 25.20| 10.00000 120.00 BITUMINOUS MATERIAL | | | 0035 601002-001 10.000 CY | 150.00000 1500.00| 175.00000 1750.00| 200.00000 2000.00 CLASS B CONCRETE | | | 0040 604050-016 55.000 LF | 50.00000 2750.00| 123.00000 6765.00| 60.00000 3300.00 18 INCH CORRUGATED POLYETHYLENE PIPE | | | 0045 605009-001 1.000 EA | 1500.00000 1500.00| 1500.00000 1500.00| 3000.00000 3000.00 TYPE G INLET | | | 0050 607010-001 100.000 LF | 4.00000 400.00| 2.00000 200.00| 30.00000 3000.00 TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0055 607011-001 100.000 LF | 20.00000 2000.00| 21.50000 2150.00| 30.00000 3000.00 RESET TYPE 1 GUARDRAIL, CLASS I | | | 0060 614001-003 700.000 LF | 41.00000 28700.00| 64.00000 44800.00| 100.00000 70000.00 HP10X42 STEEL PILE | | | 0065 614003-001 517.000 SF | 14.00000 7238.00| 32.15000 16621.55| 10.00000 5170.00 CONCRETE LAGGING, THICKNESS 6 INCH | | | 0070 636008-001 1360.000 LF | 0.30000 408.00| 0.50000 680.00| 1.75000 2380.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | 0075 636011-001 2780.000 UN | 0.80000 2224.00| 1.00000 2780.00| 2.00000 5560.00 TRAFFIC CONTROL DEVICE | | | 0080 636014-001 580.000 HR | 0.05000 29.00| 42.00000 24360.00| 45.00000 26100.00 FLAGGER | | | 0085 636025-001 58.000 DA | 3.00000 174.00| 1.50000 87.00| 2.00000 116.00 WARNING LIGHTS, TYPE B | | | 0090 642012-001 170.000 LF | 2.00000 340.00| 1.50000 255.00| 10.00000 1700.00 SILT FENCE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 1011286 COUNTIES : MERCER LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1345425 |( 2 ) 31-4444098 |( 3 ) 55-0743840 |BILCO CONSTRUCTION CO., INC. |ALAN STONE CO., INC. |THAXTON CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 663001-004 340.000 LF | 0.50000 170.00| 0.56000 190.40| 2.00000 680.00 EDGE LINE, TYPE II - 4 IN WHITE | | | 0100 663002-005 340.000 LF | 0.50000 170.00| 0.56000 190.40| 1.50000 510.00 LANE LINE, TYPE II - 4 IN YELLOW | | | 0105 307005-001 AA1 60.000 TN | 30.00000 1800.00| 35.00000 2100.00| 100.00000 6000.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0110 307005-002 AA2 51.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0115 401001-001 BB1 15.000 TN | 120.00000 1800.00| 125.00000 1875.00| 200.00000 3000.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0120 401001-002 BB2 13.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0125 401001-001 CC1 10.000 TN | 125.00000 1250.00| 126.00000 1260.00| 300.00000 3000.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0130 401001-002 CC2 9.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0135 401007-001 DD1 13.000 TN | 130.00000 1690.00| 132.00000 1716.00| 200.00000 2600.00 MARSHALL SCRATCH COURSE, STONE OR GRAVE | | | 0140 401007-002 DD2 11.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0145 402001-001 EE1 40.000 TN | 135.00000 5400.00| 126.00000 5040.00| 200.00000 8000.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0150 402001-002 EE2 34.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | SECTION TOTALS | $ 132,083.00| $ 146,136.80| $ 202,266.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 132,083.00| $ 146,136.80| $ 202,266.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 1011286 COUNTIES : MERCER LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-1584805 |( 5 ) 55-0581702 |( ) |MARKS DRILLING |CLAUDE ERPS CONSTRUCTION, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIP REPAIR | | | 0005 201001-000 1.000 LS | 500.00000 500.00| 5366.00000 5366.00| CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 123000.00000 123000.00| 32000.00000 32000.00| MOBILIZATION | | | 0015 207001-001 65.000 CY | 100.00000 6500.00| 99.00000 6435.00| UNCLASSIFIED EXCAVATION | | | 0020 212005-000 130.000 CY | 30.00000 3900.00| 71.00000 9230.00| SELECT MATERIAL FOR BACKFILLING | | | 0025 229001-000 0.030 MI | 1.00000 0.03| 43000.00000 1290.00| SHOULDER AND DITCH | | | 0030 408002-001 12.000 GA | 2.00000 24.00| 3.10000 37.20| BITUMINOUS MATERIAL | | | 0035 601002-001 10.000 CY | 130.00000 1300.00| 258.00000 2580.00| CLASS B CONCRETE | | | 0040 604050-016 55.000 LF | 10.00000 550.00| 187.00000 10285.00| 18 INCH CORRUGATED POLYETHYLENE PIPE | | | 0045 605009-001 1.000 EA | 1500.00000 1500.00| 1615.00000 1615.00| TYPE G INLET | | | 0050 607010-001 100.000 LF | 6.00000 600.00| 13.20000 1320.00| TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0055 607011-001 100.000 LF | 17.00000 1700.00| 21.45000 2145.00| RESET TYPE 1 GUARDRAIL, CLASS I | | | 0060 614001-003 700.000 LF | 90.00000 63000.00| 124.00000 86800.00| HP10X42 STEEL PILE | | | 0065 614003-001 517.000 SF | 8.00000 4136.00| 18.00000 9306.00| CONCRETE LAGGING, THICKNESS 6 INCH | | | 0070 636008-001 1360.000 LF | 0.30000 408.00| 1.10000 1496.00| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | 0075 636011-001 2780.000 UN | 1.00000 2780.00| 1.50000 4170.00| TRAFFIC CONTROL DEVICE | | | 0080 636014-001 580.000 HR | 0.01000 5.80| 50.00000 29000.00| FLAGGER | | | 0085 636025-001 58.000 DA | 2.00000 116.00| 80.00000 4640.00| WARNING LIGHTS, TYPE B | | | 0090 642012-001 170.000 LF | 1.00000 170.00| 2.50000 425.00| SILT FENCE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 1011286 COUNTIES : MERCER LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-1584805 |( 5 ) 55-0581702 |( ) |MARKS DRILLING |CLAUDE ERPS CONSTRUCTION, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 663001-004 340.000 LF | 0.50000 170.00| 1.10000 374.00| EDGE LINE, TYPE II - 4 IN WHITE | | | 0100 663002-005 340.000 LF | 0.50000 170.00| 1.10000 374.00| LANE LINE, TYPE II - 4 IN YELLOW | | | 0105 307005-001 AA1 60.000 TN | 25.00000 1500.00| 24.30000 1458.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0110 307005-002 AA2 51.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0115 401001-001 BB1 15.000 TN | 118.00000 1770.00| 325.00000 4875.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0120 401001-002 BB2 13.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0125 401001-001 CC1 10.000 TN | 120.00000 1200.00| 220.00000 2200.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0130 401001-002 CC2 9.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0135 401007-001 DD1 13.000 TN | 125.00000 1625.00| 325.00000 4225.00| MARSHALL SCRATCH COURSE, STONE OR GRAVE | | | 0140 401007-002 DD2 11.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0145 402001-001 EE1 40.000 TN | 130.00000 5200.00| 325.00000 13000.00| MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0150 402001-002 EE2 34.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | SECTION TOTALS | $ 221,824.83| $ 234,646.20| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 221,824.83| $ 234,646.20| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 1011888 COUNTIES : RALEIGH LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : BATOFF MT. SLIP #1, BATOFF MT. SLIP #2, BATOFF MT. SLIP #4 PROJECT(S) : E341-0041/00-007.22 00 00ER 0310 022 D00 LOCATION: VARIOUS E341-0041/00-007.66 00 00ER 0310 023 D00 E341-0041/00-008.20 00 00ER 0310 024 D00 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 31-4444098 ALAN STONE CO., INC. $ 285,631.88 100.0000% 2 55-0743840 THAXTON CONSTRUCTION COMPANY, INC., OF SISSONVILLE $ 351,051.00 122.9033% 3 55-0674033 SMH CONSTRUCTION COMPANY, INC. $ 358,199.83 125.4061% 4 62-1345425 BILCO CONSTRUCTION CO., INC. $ 361,735.00 126.6438% 5 55-0345840 VECELLIO & GROGAN, INC. $ 1,220,829.25 427.4135% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 1011888 COUNTIES : RALEIGH LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-4444098 |( 2 ) 55-0743840 |( 3 ) 55-0674033 |ALAN STONE CO., INC. |THAXTON CONSTRUCTION COMPANY |SMH CONSTRUCTION COMPANY, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIP REPAIR - BATOFF MOUNTAIN SLIP #1 | | | 0005 204001-000 LUMP | 13000.00000 13000.00| 20000.00000 20000.00| 38087.00000 38087.00 MOBILIZATION | | | 0010 207001-001 44.000 CY | 20.00000 880.00| 100.00000 4400.00| 14.83000 652.52 UNCLASSIFIED EXCAVATION | | | 0015 212005-000 55.000 CY | 50.50000 2777.50| 50.00000 2750.00| 60.22000 3312.10 SELECT MATERIAL FOR BACKFILLING | | | 0020 614001-003 720.000 LF | 72.25000 52020.00| 100.00000 72000.00| 91.02000 65534.40 HP10X42 STEEL PILE | | | 0025 614003-001 570.000 SF | 40.35000 22999.50| 15.00000 8550.00| 17.91000 10208.70 CONCRETE LAGGING, THICKNESS 6 INCH | | | 0030 636011-001 1290.000 UN | 1.00000 1290.00| 1.50000 1935.00| 1.02000 1315.80 TRAFFIC CONTROL DEVICE | | | 0035 636014-001 300.000 HR | 42.00000 12600.00| 45.00000 13500.00| 59.00000 17700.00 FLAGGER | | | 0040 636025-001 30.000 DA | 2.00000 60.00| 2.00000 60.00| 1.58000 47.40 WARNING LIGHTS, TYPE B | | | 0045 642012-001 100.000 LF | 1.50000 150.00| 10.00000 1000.00| 4.58000 458.00 SILT FENCE | | | 0050 307005-001 AA1 45.000 TN | 50.00000 2250.00| 50.00000 2250.00| 71.02000 3195.90 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0055 307005-002 AA2 43.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | SECTION TOTALS | $ 108,027.00| $ 126,445.00| $ 140,511.82 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 SLIP REPAIR WITH PILING WALL - BATOFF MOUNTAIN SLIP #2 | | | 0060 207001-001 22.000 CY | 20.00000 440.00| 100.00000 2200.00| 14.83000 326.26 UNCLASSIFIED EXCAVATION | | | 0065 212005-000 40.000 CY | 50.50000 2020.00| 100.00000 4000.00| 60.22000 2408.80 SELECT MATERIAL FOR BACKFILLING | | | 0070 607010-001 75.000 LF | 1.50000 112.50| 30.00000 2250.00| 5.00000 375.00 TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0075 607011-001 75.000 LF | 14.75000 1106.25| 30.00000 2250.00| 13.25000 993.75 RESET TYPE 1 GUARDRAIL, CLASS I | | | 0080 614001-003 510.000 LF | 65.75000 33532.50| 100.00000 51000.00| 91.02000 46420.20 HP10X42 STEEL PILE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 1011888 COUNTIES : RALEIGH LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-4444098 |( 2 ) 55-0743840 |( 3 ) 55-0674033 |ALAN STONE CO., INC. |THAXTON CONSTRUCTION COMPANY |SMH CONSTRUCTION COMPANY, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 614003-001 640.000 SF | 24.00000 15360.00| 10.00000 6400.00| 17.91000 11462.40 CONCRETE LAGGING, THICKNESS 6 INCH | | | 0090 636011-001 1290.000 UN | 1.00000 1290.00| 1.50000 1935.00| 1.02000 1315.80 TRAFFIC CONTROL DEVICE | | | 0095 636014-001 240.000 HR | 42.00000 10080.00| 45.00000 10800.00| 59.00000 14160.00 FLAGGER | | | 0100 636025-001 24.000 DA | 2.00000 48.00| 2.00000 48.00| 1.58000 37.92 WARNING LIGHTS, TYPE B | | | 0105 642012-001 75.000 LF | 1.50000 112.50| 10.00000 750.00| 4.58000 343.50 SILT FENCE | | | 0110 307005-001 BB1 12.000 TN | 50.00000 600.00| 100.00000 1200.00| 71.02000 852.24 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0115 307005-002 BB2 11.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | SECTION TOTALS | $ 64,701.75| $ 82,833.00| $ 78,695.87 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 REPAIR SLIP WITH PILING WALL - BATOFF MOUNTAIN SLIP #4 | | | 0120 207001-001 75.000 CY | 20.00000 1500.00| 100.00000 7500.00| 14.83000 1112.25 UNCLASSIFIED EXCAVATION | | | 0125 212005-000 80.000 CY | 50.50000 4040.00| 50.00000 4000.00| 60.22000 4817.60 SELECT MATERIAL FOR BACKFILLING | | | 0130 607010-001 112.500 LF | 1.50000 168.75| 30.00000 3375.00| 5.00000 562.50 TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0135 607011-001 112.500 LF | 14.75000 1659.38| 30.00000 3375.00| 13.25000 1490.63 RESET TYPE 1 GUARDRAIL, CLASS I | | | 0140 614001-003 840.000 LF | 67.00000 56280.00| 100.00000 84000.00| 91.02000 76456.80 HP10X42 STEEL PILE | | | 0145 614003-001 1000.000 SF | 23.00000 23000.00| 10.00000 10000.00| 17.91000 17910.00 CONCRETE LAGGING, THICKNESS 6 INCH | | | 0150 636011-001 1290.000 UN | 1.00000 1290.00| 1.50000 1935.00| 1.02000 1315.80 TRAFFIC CONTROL DEVICE | | | 0155 636014-001 540.000 HR | 42.00000 22680.00| 45.00000 24300.00| 59.00000 31860.00 FLAGGER | | | 0160 636025-001 54.000 DA | 2.00000 108.00| 2.00000 108.00| 1.58000 85.32 WARNING LIGHTS, TYPE B | | | 0165 642012-001 118.000 LF | 1.50000 177.00| 10.00000 1180.00| 4.58000 540.44 SILT FENCE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 1011888 COUNTIES : RALEIGH LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-4444098 |( 2 ) 55-0743840 |( 3 ) 55-0674033 |ALAN STONE CO., INC. |THAXTON CONSTRUCTION COMPANY |SMH CONSTRUCTION COMPANY, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0170 307005-001 CC1 40.000 TN | 50.00000 2000.00| 50.00000 2000.00| 71.02000 2840.80 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0175 307005-002 CC2 38.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | SECTION TOTALS | $ 112,903.13| $ 141,773.00| $ 138,992.14 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 285,631.88| $ 351,051.00| $ 358,199.83 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 002 -5 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 1011888 COUNTIES : RALEIGH LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 62-1345425 |( 5 ) 55-0345840 |( ) |BILCO CONSTRUCTION CO., INC. |VECELLIO & GROGAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIP REPAIR - BATOFF MOUNTAIN SLIP #1 | | | 0005 204001-000 LUMP | 190100.00000 190100.00| 60000.00000 60000.00| MOBILIZATION | | | 0010 207001-001 44.000 CY | 10.00000 440.00| 29.00000 1276.00| UNCLASSIFIED EXCAVATION | | | 0015 212005-000 55.000 CY | 46.00000 2530.00| 77.00000 4235.00| SELECT MATERIAL FOR BACKFILLING | | | 0020 614001-003 720.000 LF | 36.00000 25920.00| 500.00000 360000.00| HP10X42 STEEL PILE | | | 0025 614003-001 570.000 SF | 10.00000 5700.00| 17.00000 9690.00| CONCRETE LAGGING, THICKNESS 6 INCH | | | 0030 636011-001 1290.000 UN | 0.50000 645.00| 1.20000 1548.00| TRAFFIC CONTROL DEVICE | | | 0035 636014-001 300.000 HR | 40.00000 12000.00| 58.00000 17400.00| FLAGGER | | | 0040 636025-001 30.000 DA | 3.00000 90.00| 2.00000 60.00| WARNING LIGHTS, TYPE B | | | 0045 642012-001 100.000 LF | 2.00000 200.00| 6.00000 600.00| SILT FENCE | | | 0050 307005-001 AA1 45.000 TN | 35.00000 1575.00| 75.00000 3375.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0055 307005-002 AA2 43.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | SECTION TOTALS | $ 239,200.00| $ 458,184.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 SLIP REPAIR WITH PILING WALL - BATOFF MOUNTAIN SLIP #2 | | | 0060 207001-001 22.000 CY | 10.00000 220.00| 42.00000 924.00| UNCLASSIFIED EXCAVATION | | | 0065 212005-000 40.000 CY | 58.00000 2320.00| 87.00000 3480.00| SELECT MATERIAL FOR BACKFILLING | | | 0070 607010-001 75.000 LF | 4.00000 300.00| 6.00000 450.00| TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0075 607011-001 75.000 LF | 14.00000 1050.00| 16.50000 1237.50| RESET TYPE 1 GUARDRAIL, CLASS I | | | 0080 614001-003 510.000 LF | 42.00000 21420.00| 495.00000 252450.00| HP10X42 STEEL PILE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 002 -6 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 1011888 COUNTIES : RALEIGH LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 62-1345425 |( 5 ) 55-0345840 |( ) |BILCO CONSTRUCTION CO., INC. |VECELLIO & GROGAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 614003-001 640.000 SF | 11.00000 7040.00| 18.50000 11840.00| CONCRETE LAGGING, THICKNESS 6 INCH | | | 0090 636011-001 1290.000 UN | 0.50000 645.00| 1.20000 1548.00| TRAFFIC CONTROL DEVICE | | | 0095 636014-001 240.000 HR | 50.00000 12000.00| 58.00000 13920.00| FLAGGER | | | 0100 636025-001 24.000 DA | 3.00000 72.00| 2.00000 48.00| WARNING LIGHTS, TYPE B | | | 0105 642012-001 75.000 LF | 2.00000 150.00| 10.00000 750.00| SILT FENCE | | | 0110 307005-001 BB1 12.000 TN | 35.00000 420.00| 120.00000 1440.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0115 307005-002 BB2 11.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | SECTION TOTALS | $ 45,637.00| $ 288,087.50| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 REPAIR SLIP WITH PILING WALL - BATOFF MOUNTAIN SLIP #4 | | | 0120 207001-001 75.000 CY | 10.00000 750.00| 34.00000 2550.00| UNCLASSIFIED EXCAVATION | | | 0125 212005-000 80.000 CY | 55.00000 4400.00| 87.00000 6960.00| SELECT MATERIAL FOR BACKFILLING | | | 0130 607010-001 112.500 LF | 4.00000 450.00| 7.00000 787.50| TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0135 607011-001 112.500 LF | 14.00000 1575.00| 16.50000 1856.25| RESET TYPE 1 GUARDRAIL, CLASS I | | | 0140 614001-003 840.000 LF | 42.00000 35280.00| 485.00000 407400.00| HP10X42 STEEL PILE | | | 0145 614003-001 1000.000 SF | 11.00000 11000.00| 18.00000 18000.00| CONCRETE LAGGING, THICKNESS 6 INCH | | | 0150 636011-001 1290.000 UN | 0.50000 645.00| 1.20000 1548.00| TRAFFIC CONTROL DEVICE | | | 0155 636014-001 540.000 HR | 40.00000 21600.00| 58.00000 31320.00| FLAGGER | | | 0160 636025-001 54.000 DA | 3.00000 162.00| 2.00000 108.00| WARNING LIGHTS, TYPE B | | | 0165 642012-001 118.000 LF | 2.00000 236.00| 6.00000 708.00| SILT FENCE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 002 -7 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 1011888 COUNTIES : RALEIGH LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 62-1345425 |( 5 ) 55-0345840 |( ) |BILCO CONSTRUCTION CO., INC. |VECELLIO & GROGAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0170 307005-001 CC1 40.000 TN | 20.00000 800.00| 83.00000 3320.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0175 307005-002 CC2 38.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | SECTION TOTALS | $ 76,898.00| $ 474,557.75| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 361,735.00| $ 1,220,829.25| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 1016139 COUNTIES : MERCER LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : NUBBINS RIDGE ROAD SLIP PROJECT(S) : E328-0005/00-000.33 00 FEMA 1893 000 000 LOCATION: BEGIN: 0.33 MILE N US 19; END: 0.37 MILE N US 19 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 31-4444098 ALAN STONE CO., INC. $ 189,652.50 100.0000% 2 62-1345425 BILCO CONSTRUCTION CO., INC. $ 190,548.00 100.4722% 3 55-0743840 THAXTON CONSTRUCTION COMPANY, INC., OF SISSONVILLE $ 255,792.50 134.8743% 4 61-1584805 MARKS DRILLING $ 279,954.57 147.6145% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 1016139 COUNTIES : MERCER LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-4444098 |( 2 ) 62-1345425 |( 3 ) 55-0743840 |ALAN STONE CO., INC. |BILCO CONSTRUCTION CO., INC. |THAXTON CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIP REPAIR | | | 0005 204001-000 LUMP | 18500.00000 18500.00| 83600.00000 83600.00| 15000.00000 15000.00 MOBILIZATION | | | 0010 207001-001 217.000 CY | 20.00000 4340.00| 10.00000 2170.00| 50.00000 10850.00 UNCLASSIFIED EXCAVATION | | | 0015 212005-000 93.000 CY | 50.50000 4696.50| 45.00000 4185.00| 50.00000 4650.00 SELECT MATERIAL FOR BACKFILLING | | | 0020 229001-000 0.070 MI | 30000.00000 2100.00| 10000.00000 700.00| 1000.00000 70.00 SHOULDER AND DITCH | | | 0025 240001-000 80.000 LF | 10.00000 800.00| 6.00000 480.00| 40.00000 3200.00 CLEAN CULVERT | | | 0030 408002-001 10.000 GA | 2.10000 21.00| 5.00000 50.00| 10.00000 100.00 BITUMINOUS MATERIAL | | | 0035 607009-001 225.000 LF | 14.00000 3150.00| 14.00000 3150.00| 30.00000 6750.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0040 614001-003 1530.000 LF | 54.00000 82620.00| 42.00000 64260.00| 90.00000 137700.00 HP10X42 STEEL PILE | | | 0045 614003-001 800.000 SF | 34.75000 27800.00| 16.00000 12800.00| 10.00000 8000.00 CONCRETE LAGGING, THICKNESS 6" | | | 0050 636011-001 3390.000 UN | 1.00000 3390.00| 0.80000 2712.00| 1.75000 5932.50 TRAFFIC CONTROL DEVICE | | | 0055 636014-001 600.000 HR | 42.00000 25200.00| 0.01000 6.00| 45.00000 27000.00 FLAGGER | | | 0060 636025-001 60.000 DA | 2.00000 120.00| 5.00000 300.00| 1.50000 90.00 WARNING LIGHTS, TYPE B | | | 0065 642012-001 250.000 LF | 1.50000 375.00| 2.00000 500.00| 10.00000 2500.00 SILT FENCE | | | 0070 307005-001 AA1 137.000 TN | 30.00000 4110.00| 25.00000 3425.00| 50.00000 6850.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS I | | | 0075 307005-002 AA2 124.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS I | | | 0080 401001-001 BB1 32.000 TN | 125.00000 4000.00| 120.00000 3840.00| 300.00000 9600.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0085 401001-002 BB2 29.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 1016139 COUNTIES : MERCER LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-4444098 |( 2 ) 62-1345425 |( 3 ) 55-0743840 |ALAN STONE CO., INC. |BILCO CONSTRUCTION CO., INC. |THAXTON CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 401001-001 CC1 16.000 TN | 126.00000 2016.00| 125.00000 2000.00| 300.00000 4800.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0095 401001-002 CC2 15.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0100 401002-001 DD1 40.000 TN | 132.00000 5280.00| 130.00000 5200.00| 250.00000 10000.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE I | | | 0105 401002-002 DD2 36.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE I | | | 0110 401003-001 EE1 9.000 TN | 126.00000 1134.00| 130.00000 1170.00| 300.00000 2700.00 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0115 401003-002 EE2 9.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | SECTION TOTALS | $ 189,652.50| $ 190,548.00| $ 255,792.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 189,652.50| $ 190,548.00| $ 255,792.50 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 1016139 COUNTIES : MERCER LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-1584805 |( ) |( ) |MARKS DRILLING | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIP REPAIR | | | 0005 204001-000 LUMP | 52400.00000 52400.00| | MOBILIZATION | | | 0010 207001-001 217.000 CY | 15.00000 3255.00| | UNCLASSIFIED EXCAVATION | | | 0015 212005-000 93.000 CY | 50.00000 4650.00| | SELECT MATERIAL FOR BACKFILLING | | | 0020 229001-000 0.070 MI | 1.00000 0.07| | SHOULDER AND DITCH | | | 0025 240001-000 80.000 LF | 10.00000 800.00| | CLEAN CULVERT | | | 0030 408002-001 10.000 GA | 2.00000 20.00| | BITUMINOUS MATERIAL | | | 0035 607009-001 225.000 LF | 21.50000 4837.50| | TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0040 614001-003 1530.000 LF | 120.00000 183600.00| | HP10X42 STEEL PILE | | | 0045 614003-001 800.000 SF | 10.00000 8000.00| | CONCRETE LAGGING, THICKNESS 6" | | | 0050 636011-001 3390.000 UN | 1.00000 3390.00| | TRAFFIC CONTROL DEVICE | | | 0055 636014-001 600.000 HR | 0.01000 6.00| | FLAGGER | | | 0060 636025-001 60.000 DA | 2.00000 120.00| | WARNING LIGHTS, TYPE B | | | 0065 642012-001 250.000 LF | 1.00000 250.00| | SILT FENCE | | | 0070 307005-001 AA1 137.000 TN | 50.00000 6850.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS I | | | 0075 307005-002 AA2 124.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS I | | | 0080 401001-001 BB1 32.000 TN | 118.00000 3776.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0085 401001-002 BB2 29.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 003 -5 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 1016139 COUNTIES : MERCER LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-1584805 |( ) |( ) |MARKS DRILLING | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 401001-001 CC1 16.000 TN | 120.00000 1920.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0095 401001-002 CC2 15.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0100 401002-001 DD1 40.000 TN | 125.00000 5000.00| | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE I | | | 0105 401002-002 DD2 36.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE I | | | 0110 401003-001 EE1 9.000 TN | 120.00000 1080.00| | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0115 401003-002 EE2 9.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | SECTION TOTALS | $ 279,954.57| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 279,954.57| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 1016143 COUNTIES : MERCER LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : RICH CREEK ROAD SLIP PROJECT(S) : E328-0071/12-008.38 00 FEMA 1893 000 000 LOCATION: BEGIN: 0.13 MILE W CO 12/7; END 0.07 MILE W CO 12/7 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 31-4444098 ALAN STONE CO., INC. $ 271,067.00 100.0000% 2 62-1345425 BILCO CONSTRUCTION CO., INC. $ 279,646.00 103.1649% 3 61-1584805 MARKS DRILLING $ 337,857.12 124.6397% 4 55-0743840 THAXTON CONSTRUCTION COMPANY, INC., OF SISSONVILLE $ 394,779.50 145.6391% 5 55-0345840 VECELLIO & GROGAN, INC. $ 590,800.80 217.9538% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 1016143 COUNTIES : MERCER LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-4444098 |( 2 ) 62-1345425 |( 3 ) 61-1584805 |ALAN STONE CO., INC. |BILCO CONSTRUCTION CO., INC. |MARKS DRILLING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIP REPAIR | | | 0005 204001-000 LUMP | 13500.00000 13500.00| 101500.00000 101500.00| 65000.00000 65000.00 MOBILIZATION | | | 0010 207001-001 380.000 CY | 22.00000 8360.00| 10.00000 3800.00| 20.00000 7600.00 UNCLASSIFIED EXCAVATION | | | 0015 212005-000 200.000 CY | 50.50000 10100.00| 55.00000 11000.00| 60.00000 12000.00 SELECT MATERIAL FOR BACKFILLING | | | 0020 229001-000 0.070 MI | 30000.00000 2100.00| 10000.00000 700.00| 1.00000 0.07 SHOULDER AND DITCH | | | 0025 240001-000 30.000 LF | 15.00000 450.00| 8.00000 240.00| 20.00000 600.00 CLEAN CULVERT | | | 0030 408002-001 10.000 GA | 2.10000 21.00| 5.00000 50.00| 2.00000 20.00 BITUMINOUS MATERIAL | | | 0035 607001-001 325.000 LF | 14.00000 4550.00| 14.00000 4550.00| 12.25000 3981.25 TYPE 1 GUARDRAIL, CLASS III | | | 0040 607037-001 2.000 EA | 40.00000 80.00| 50.00000 100.00| 35.00000 70.00 BUFFER END SECTION | | | 0045 614001-003 2660.000 LF | 52.50000 139650.00| 41.00000 109060.00| 70.00000 186200.00 HP10X42 STEEL PILE | | | 0050 614003-001 1800.000 SF | 22.55000 40590.00| 15.00000 27000.00| 10.00000 18000.00 CONCRETE LAGGING, THICKNESS 6" | | | 0055 636011-001 3690.000 UN | 1.00000 3690.00| 0.80000 2952.00| 1.50000 5535.00 TRAFFIC CONTROL DEVICE | | | 0060 636014-001 680.000 HR | 42.00000 28560.00| 0.05000 34.00| 0.01000 6.80 FLAGGER | | | 0065 636025-001 68.000 DA | 2.00000 136.00| 5.00000 340.00| 2.00000 136.00 WARNING LIGHTS, TYPE B | | | 0070 642012-001 350.000 LF | 1.50000 525.00| 2.00000 700.00| 1.00000 350.00 SILT FENCE | | | 0075 307005-001 AA1 220.000 TN | 30.00000 6600.00| 26.00000 5720.00| 50.00000 11000.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0080 307005-002 AA2 198.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0085 401001-001 BB1 31.000 TN | 125.00000 3875.00| 120.00000 3720.00| 118.00000 3658.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 1016143 COUNTIES : MERCER LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-4444098 |( 2 ) 62-1345425 |( 3 ) 61-1584805 |ALAN STONE CO., INC. |BILCO CONSTRUCTION CO., INC. |MARKS DRILLING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 401001-002 BB2 28.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0095 401001-001 CC1 16.000 TN | 126.00000 2016.00| 125.00000 2000.00| 120.00000 1920.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0100 401001-002 CC2 15.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0105 401002-001 DD1 36.000 TN | 132.00000 4752.00| 130.00000 4680.00| 125.00000 4500.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE I | | | 0110 401002-002 DD2 33.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE I | | | 0115 401003-001 EE1 12.000 TN | 126.00000 1512.00| 125.00000 1500.00| 1440.00000 17280.00 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0120 401003-002 EE2 11.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | SECTION TOTALS | $ 271,067.00| $ 279,646.00| $ 337,857.12 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 271,067.00| $ 279,646.00| $ 337,857.12 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 004 -4 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 1016143 COUNTIES : MERCER LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0743840 |( 5 ) 55-0345840 |( ) |THAXTON CONSTRUCTION COMPANY |VECELLIO & GROGAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIP REPAIR | | | 0005 204001-000 LUMP | 15000.00000 15000.00| 29000.00000 29000.00| MOBILIZATION | | | 0010 207001-001 380.000 CY | 50.00000 19000.00| 28.50000 10830.00| UNCLASSIFIED EXCAVATION | | | 0015 212005-000 200.000 CY | 50.00000 10000.00| 70.00000 14000.00| SELECT MATERIAL FOR BACKFILLING | | | 0020 229001-000 0.070 MI | 1000.00000 70.00| 63000.00000 4410.00| SHOULDER AND DITCH | | | 0025 240001-000 30.000 LF | 45.00000 1350.00| 65.00000 1950.00| CLEAN CULVERT | | | 0030 408002-001 10.000 GA | 10.00000 100.00| 2.25000 22.50| BITUMINOUS MATERIAL | | | 0035 607001-001 325.000 LF | 30.00000 9750.00| 14.00000 4550.00| TYPE 1 GUARDRAIL, CLASS III | | | 0040 607037-001 2.000 EA | 100.00000 200.00| 40.00000 80.00| BUFFER END SECTION | | | 0045 614001-003 2660.000 LF | 90.00000 239400.00| 157.50000 418950.00| HP10X42 STEEL PILE | | | 0050 614003-001 1800.000 SF | 10.00000 18000.00| 17.00000 30600.00| CONCRETE LAGGING, THICKNESS 6" | | | 0055 636011-001 3690.000 UN | 1.75000 6457.50| 1.05000 3874.50| TRAFFIC CONTROL DEVICE | | | 0060 636014-001 680.000 HR | 45.00000 30600.00| 61.50000 41820.00| FLAGGER | | | 0065 636025-001 68.000 DA | 1.50000 102.00| 1.85000 125.80| WARNING LIGHTS, TYPE B | | | 0070 642012-001 350.000 LF | 15.00000 5250.00| 6.00000 2100.00| SILT FENCE | | | 0075 307005-001 AA1 220.000 TN | 50.00000 11000.00| 62.00000 13640.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0080 307005-002 AA2 198.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0085 401001-001 BB1 31.000 TN | 300.00000 9300.00| 152.00000 4712.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 004 -5 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 1016143 COUNTIES : MERCER LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0743840 |( 5 ) 55-0345840 |( ) |THAXTON CONSTRUCTION COMPANY |VECELLIO & GROGAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 401001-002 BB2 28.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0095 401001-001 CC1 16.000 TN | 300.00000 4800.00| 155.00000 2480.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0100 401001-002 CC2 15.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0105 401002-001 DD1 36.000 TN | 300.00000 10800.00| 161.00000 5796.00| MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE I | | | 0110 401002-002 DD2 33.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE I | | | 0115 401003-001 EE1 12.000 TN | 300.00000 3600.00| 155.00000 1860.00| MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0120 401003-002 EE2 11.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | SECTION TOTALS | $ 394,779.50| $ 590,800.80| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 394,779.50| $ 590,800.80| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 1016140 COUNTIES : MERCER LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : ROCK RIVER ROAD SLIP # 1 PROJECT(S) : E328-0010/07-004.44 00 FEMA 1893 000 000 LOCATION: BEGIN: 1.40 MILES W WV 10; END 1.34 MILES W WV 10 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 31-4444098 ALAN STONE CO., INC. $ 208,374.50 100.0000% 2 62-1345425 BILCO CONSTRUCTION CO., INC. $ 208,518.00 100.0689% 3 20-3991479 BBR DRILLING COMPANY, INC. $ 220,056.50 105.6063% 4 61-1584805 MARKS DRILLING $ 289,761.06 139.0578% 5 55-0743840 THAXTON CONSTRUCTION COMPANY, INC., OF SISSONVILLE $ 337,025.00 161.7400% 6 55-0345840 VECELLIO & GROGAN, INC. $ 421,239.00 202.1548% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 1016140 COUNTIES : MERCER LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-4444098 |( 2 ) 62-1345425 |( 3 ) 20-3991479 |ALAN STONE CO., INC. |BILCO CONSTRUCTION CO., INC. |BBR DRILLING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIP REPAIR | | | 0005 204001-000 LUMP | 18500.00000 18500.00| 78500.00000 78500.00| 33000.00000 33000.00 MOBILIZATION | | | 0010 207001-001 260.000 CY | 22.00000 5720.00| 10.00000 2600.00| 10.00000 2600.00 UNCLASSIFIED EXCAVATION | | | 0015 212005-000 115.000 CY | 50.50000 5807.50| 55.00000 6325.00| 70.00000 8050.00 SELECT MATERIAL FOR BACKFILLING | | | 0020 229001-000 0.060 MI | 30000.00000 1800.00| 9000.00000 540.00| 5000.00000 300.00 SHOULDER AND DITCH | | | 0025 240001-000 40.000 LF | 15.00000 600.00| 6.00000 240.00| 10.00000 400.00 CLEAN CULVERT | | | 0030 408002-001 10.000 GA | 2.10000 21.00| 5.00000 50.00| 10.00000 100.00 BITUMINOUS MATERIAL | | | 0035 607001-001 300.000 LF | 13.00000 3900.00| 13.00000 3900.00| 30.00000 9000.00 TYPE 1 GUARDRAIL, CLASS III | | | 0040 607037-001 2.000 EA | 40.00000 80.00| 50.00000 100.00| 50.00000 100.00 BUFFER END SECTION | | | 0045 614001-003 2040.000 LF | 50.00000 102000.00| 41.00000 83640.00| 65.00000 132600.00 HP10X42 STEEL PILE | | | 0050 614003-001 1072.000 SF | 25.00000 26800.00| 18.00000 19296.00| 14.00000 15008.00 CONCRETE LAGGING, THICKNESS 6" | | | 0055 636011-001 3510.000 UN | 1.00000 3510.00| 0.10000 351.00| 0.75000 2632.50 TRAFFIC CONTROL DEVICE | | | 0060 636014-001 600.000 HR | 42.00000 25200.00| 0.01000 6.00| 0.01000 6.00 FLAGGER | | | 0065 636025-001 60.000 DA | 2.00000 120.00| 5.00000 300.00| 1.00000 60.00 WARNING LIGHTS, TYPE B | | | 0070 642012-001 350.000 LF | 1.50000 525.00| 2.00000 700.00| 1.00000 350.00 SILT FENCE | | | 0075 307005-001 AA1 185.000 TN | 30.00000 5550.00| 21.00000 3885.00| 40.00000 7400.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0080 307005-002 AA2 167.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0085 401001-001 BB1 15.000 TN | 125.00000 1875.00| 120.00000 1800.00| 128.00000 1920.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 1016140 COUNTIES : MERCER LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-4444098 |( 2 ) 62-1345425 |( 3 ) 20-3991479 |ALAN STONE CO., INC. |BILCO CONSTRUCTION CO., INC. |BBR DRILLING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 401001-002 BB2 14.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0095 401001-001 CC1 8.000 TN | 126.00000 1008.00| 125.00000 1000.00| 130.00000 1040.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0100 401001-002 CC2 8.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0105 401002-001 DD1 32.000 TN | 132.00000 4224.00| 130.00000 4160.00| 135.00000 4320.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE I | | | 0110 401002-002 DD2 29.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE I | | | 0115 401003-001 EE1 9.000 TN | 126.00000 1134.00| 125.00000 1125.00| 130.00000 1170.00 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0120 401003-002 EE2 9.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | SECTION TOTALS | $ 208,374.50| $ 208,518.00| $ 220,056.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 208,374.50| $ 208,518.00| $ 220,056.50 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 005 -4 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 1016140 COUNTIES : MERCER LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-1584805 |( 5 ) 55-0743840 |( 6 ) 55-0345840 |MARKS DRILLING |THAXTON CONSTRUCTION COMPANY |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIP REPAIR | | | 0005 204001-000 LUMP | 37580.00000 37580.00| 20000.00000 20000.00| 21000.00000 21000.00 MOBILIZATION | | | 0010 207001-001 260.000 CY | 25.00000 6500.00| 40.00000 10400.00| 36.00000 9360.00 UNCLASSIFIED EXCAVATION | | | 0015 212005-000 115.000 CY | 50.00000 5750.00| 40.00000 4600.00| 70.00000 8050.00 SELECT MATERIAL FOR BACKFILLING | | | 0020 229001-000 0.060 MI | 1.00000 0.06| 1000.00000 60.00| 63000.00000 3780.00 SHOULDER AND DITCH | | | 0025 240001-000 40.000 LF | 10.00000 400.00| 100.00000 4000.00| 54.00000 2160.00 CLEAN CULVERT | | | 0030 408002-001 10.000 GA | 2.00000 20.00| 10.00000 100.00| 2.25000 22.50 BITUMINOUS MATERIAL | | | 0035 607001-001 300.000 LF | 12.25000 3675.00| 45.00000 13500.00| 14.00000 4200.00 TYPE 1 GUARDRAIL, CLASS III | | | 0040 607037-001 2.000 EA | 35.00000 70.00| 500.00000 1000.00| 40.00000 80.00 BUFFER END SECTION | | | 0045 614001-003 2040.000 LF | 100.00000 204000.00| 100.00000 204000.00| 145.00000 295800.00 HP10X42 STEEL PILE | | | 0050 614003-001 1072.000 SF | 10.00000 10720.00| 15.00000 16080.00| 17.00000 18224.00 CONCRETE LAGGING, THICKNESS 6" | | | 0055 636011-001 3510.000 UN | 1.00000 3510.00| 2.00000 7020.00| 1.15000 4036.50 TRAFFIC CONTROL DEVICE | | | 0060 636014-001 600.000 HR | 0.01000 6.00| 45.00000 27000.00| 55.00000 33000.00 FLAGGER | | | 0065 636025-001 60.000 DA | 2.00000 120.00| 1.50000 90.00| 1.85000 111.00 WARNING LIGHTS, TYPE B | | | 0070 642012-001 350.000 LF | 1.00000 350.00| 10.00000 3500.00| 7.00000 2450.00 SILT FENCE | | | 0075 307005-001 AA1 185.000 TN | 50.00000 9250.00| 35.00000 6475.00| 50.00000 9250.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0080 307005-002 AA2 167.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0085 401001-001 BB1 15.000 TN | 118.00000 1770.00| 300.00000 4500.00| 147.00000 2205.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 005 -5 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 1016140 COUNTIES : MERCER LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-1584805 |( 5 ) 55-0743840 |( 6 ) 55-0345840 |MARKS DRILLING |THAXTON CONSTRUCTION COMPANY |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 401001-002 BB2 14.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0095 401001-001 CC1 8.000 TN | 120.00000 960.00| 300.00000 2400.00| 150.00000 1200.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0100 401001-002 CC2 8.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0105 401002-001 DD1 32.000 TN | 125.00000 4000.00| 300.00000 9600.00| 155.00000 4960.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE I | | | 0110 401002-002 DD2 29.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE I | | | 0115 401003-001 EE1 9.000 TN | 120.00000 1080.00| 300.00000 2700.00| 150.00000 1350.00 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0120 401003-002 EE2 9.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | SECTION TOTALS | $ 289,761.06| $ 337,025.00| $ 421,239.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 289,761.06| $ 337,025.00| $ 421,239.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 1016142 COUNTIES : MERCER LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : ROCK RIVER ROAD SLIP # 2 PROJECT(S) : E328-0010/07-004.37 00 FEMA 1893 000 000 LOCATION: BEGIN: 1.47 MILES W WV10; END: 1.43 MILES W WV 10 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 62-1345425 BILCO CONSTRUCTION CO., INC. $ 172,187.00 100.0000% 2 31-4444098 ALAN STONE CO., INC. $ 182,543.10 106.0144% 3 20-3991479 BBR DRILLING COMPANY, INC. $ 188,779.50 109.6363% 4 61-1584805 MARKS DRILLING $ 279,961.06 162.5913% 5 55-0743840 THAXTON CONSTRUCTION COMPANY, INC., OF SISSONVILLE $ 299,392.50 173.8764% 6 55-0345840 VECELLIO & GROGAN, INC. $ 371,337.50 215.6594% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 1016142 COUNTIES : MERCER LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1345425 |( 2 ) 31-4444098 |( 3 ) 20-3991479 |BILCO CONSTRUCTION CO., INC. |ALAN STONE CO., INC. |BBR DRILLING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIP REPAIR | | | 0005 204001-000 LUMP | 67500.00000 67500.00| 16000.00000 16000.00| 33000.00000 33000.00 MOBILIZATION | | | 0010 207001-001 200.000 CY | 10.00000 2000.00| 25.00000 5000.00| 10.00000 2000.00 UNCLASSIFIED EXCAVATION | | | 0015 212005-000 95.000 CY | 41.00000 3895.00| 50.50000 4797.50| 70.00000 6650.00 SELECT MATERIAL FOR BACKFILLING | | | 0020 229001-000 0.060 MI | 9000.00000 540.00| 30000.00000 1800.00| 5000.00000 300.00 SHOULDER AND DITCH | | | 0025 240001-000 30.000 LF | 6.00000 180.00| 20.00000 600.00| 10.00000 300.00 CLEAN CULVERT | | | 0030 408002-001 6.000 GA | 5.00000 30.00| 2.10000 12.60| 10.00000 60.00 BITUMINOUS MATERIAL | | | 0035 607001-001 200.000 LF | 15.00000 3000.00| 15.50000 3100.00| 30.00000 6000.00 TYPE 1 GUARDRAIL, CLASS III | | | 0040 607037-001 2.000 EA | 50.00000 100.00| 40.00000 80.00| 50.00000 100.00 BUFFER END SECTION | | | 0045 614001-003 1680.000 LF | 40.00000 67200.00| 48.50000 81480.00| 65.00000 109200.00 HP10X42 STEEL PILE | | | 0050 614003-001 752.000 SF | 15.00000 11280.00| 32.50000 24440.00| 14.00000 10528.00 CONCRETE LAGGING, THICKNESS 6" | | | 0055 636011-001 3390.000 UN | 0.10000 339.00| 1.00000 3390.00| 0.75000 2542.50 TRAFFIC CONTROL DEVICE | | | 0060 636014-001 600.000 HR | 0.01000 6.00| 42.00000 25200.00| 0.01000 6.00 FLAGGER | | | 0065 636025-001 60.000 DA | 5.00000 300.00| 2.00000 120.00| 1.00000 60.00 WARNING LIGHTS, TYPE B | | | 0070 642012-001 250.000 LF | 2.00000 500.00| 1.50000 375.00| 1.00000 250.00 SILT FENCE | | | 0075 307005-001 AA1 132.000 TN | 26.00000 3432.00| 30.00000 3960.00| 40.00000 5280.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0080 307005-002 AA2 119.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0085 401001-001 BB1 46.000 TN | 120.00000 5520.00| 125.00000 5750.00| 128.00000 5888.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 006 -3 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 1016142 COUNTIES : MERCER LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1345425 |( 2 ) 31-4444098 |( 3 ) 20-3991479 |BILCO CONSTRUCTION CO., INC. |ALAN STONE CO., INC. |BBR DRILLING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 401001-002 BB2 42.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0095 401001-001 CC1 23.000 TN | 125.00000 2875.00| 126.00000 2898.00| 130.00000 2990.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0100 401001-002 CC2 21.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0105 401002-001 DD1 23.000 TN | 130.00000 2990.00| 132.00000 3036.00| 135.00000 3105.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE I | | | 0110 401002-002 DD2 21.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE I | | | 0115 401003-001 EE1 4.000 TN | 125.00000 500.00| 126.00000 504.00| 130.00000 520.00 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0120 401003-002 EE2 4.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | SECTION TOTALS | $ 172,187.00| $ 182,543.10| $ 188,779.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 172,187.00| $ 182,543.10| $ 188,779.50 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 006 -4 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 1016142 COUNTIES : MERCER LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-1584805 |( 5 ) 55-0743840 |( 6 ) 55-0345840 |MARKS DRILLING |THAXTON CONSTRUCTION COMPANY |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIP REPAIR | | | 0005 204001-000 LUMP | 37000.00000 37000.00| 20000.00000 20000.00| 18500.00000 18500.00 MOBILIZATION | | | 0010 207001-001 200.000 CY | 20.00000 4000.00| 50.00000 10000.00| 37.50000 7500.00 UNCLASSIFIED EXCAVATION | | | 0015 212005-000 95.000 CY | 50.00000 4750.00| 50.00000 4750.00| 73.00000 6935.00 SELECT MATERIAL FOR BACKFILLING | | | 0020 229001-000 0.060 MI | 1.00000 0.06| 1000.00000 60.00| 65000.00000 3900.00 SHOULDER AND DITCH | | | 0025 240001-000 30.000 LF | 10.00000 300.00| 100.00000 3000.00| 65.00000 1950.00 CLEAN CULVERT | | | 0030 408002-001 6.000 GA | 2.00000 12.00| 10.00000 60.00| 2.25000 13.50 BITUMINOUS MATERIAL | | | 0035 607001-001 200.000 LF | 14.00000 2800.00| 45.00000 9000.00| 16.00000 3200.00 TYPE 1 GUARDRAIL, CLASS III | | | 0040 607037-001 2.000 EA | 35.00000 70.00| 500.00000 1000.00| 40.00000 80.00 BUFFER END SECTION | | | 0045 614001-003 1680.000 LF | 120.00000 201600.00| 100.00000 168000.00| 148.00000 248640.00 HP10X42 STEEL PILE | | | 0050 614003-001 752.000 SF | 10.00000 7520.00| 15.00000 11280.00| 22.00000 16544.00 CONCRETE LAGGING, THICKNESS 6" | | | 0055 636011-001 3390.000 UN | 1.00000 3390.00| 1.75000 5932.50| 1.10000 3729.00 TRAFFIC CONTROL DEVICE | | | 0060 636014-001 600.000 HR | 0.01000 6.00| 45.00000 27000.00| 61.50000 36900.00 FLAGGER | | | 0065 636025-001 60.000 DA | 2.00000 120.00| 1.50000 90.00| 1.85000 111.00 WARNING LIGHTS, TYPE B | | | 0070 642012-001 250.000 LF | 1.00000 250.00| 10.00000 2500.00| 7.00000 1750.00 SILT FENCE | | | 0075 307005-001 AA1 132.000 TN | 50.00000 6600.00| 60.00000 7920.00| 51.00000 6732.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0080 307005-002 AA2 119.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0085 401001-001 BB1 46.000 TN | 118.00000 5428.00| 300.00000 13800.00| 152.00000 6992.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 006 -5 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 1016142 COUNTIES : MERCER LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-1584805 |( 5 ) 55-0743840 |( 6 ) 55-0345840 |MARKS DRILLING |THAXTON CONSTRUCTION COMPANY |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 401001-002 BB2 42.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0095 401001-001 CC1 23.000 TN | 120.00000 2760.00| 300.00000 6900.00| 154.00000 3542.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0100 401001-002 CC2 21.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0105 401002-001 DD1 23.000 TN | 125.00000 2875.00| 300.00000 6900.00| 161.00000 3703.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE I | | | 0110 401002-002 DD2 21.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE I | | | 0115 401003-001 EE1 4.000 TN | 120.00000 480.00| 300.00000 1200.00| 154.00000 616.00 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0120 401003-002 EE2 4.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | SECTION TOTALS | $ 279,961.06| $ 299,392.50| $ 371,337.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 279,961.06| $ 299,392.50| $ 371,337.50 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 0513253R1 COUNTIES : BOONE LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : ANCHOR ROAD TO TURTLETOWN PROJECT(S) : S303-0119/00-004.34 00 00NH 0119 179 D00 LOCATION: 292' N OF CO 119/34 TO 296' N OF CO 16 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 1,744,932.10 100.0000% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0513253R1 COUNTIES : BOONE LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( ) |( ) |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 204001-000 LUMP | 84060.00000 84060.00| | MOBILIZATION | | | 0010 207001-001 282.000 CY | 8.00000 2256.00| | UNCLASSIFIED EXCAVATION | | | 0015 229001-000 2.890 MI | 7200.00000 20808.00| | SHOULDER AND DITCH | | | 0020 408002-001 4409.000 GA | 2.00000 8818.00| | BITUMINOUS MATERIAL | | | 0025 415005-001 3169.000 SY | 17.50000 55457.50| | REMOVE EXISTING PAVEMENT SURFACE | | | 0030 636008-002 66521.000 LF | 0.34000 22617.14| | TEMPORARY PAVEMENT MARKING-PAINT 6 IN | | | 0035 636011-001 6250.000 UN | 2.10000 13125.00| | TRAFFIC CONTROL DEVICE | | | 0040 636014-001 860.000 HR | 59.00000 50740.00| | FLAGGER | | | 0045 636014-002 860.000 HR | 50.00000 43000.00| | TRAFFIC DIRECTOR | | | 0050 636021-001 86.000 DA | 20.00000 1720.00| | ELECTRIC ARROW | | | 0055 636022-001 86.000 DA | 50.00000 4300.00| | CHANGEABLE MESSAGE SIGN | | | 0060 636025-001 903.000 DA | 1.50000 1354.50| | WARNING LIGHTS, TYPE B | | | 0065 636028-001 86.000 DA | 100.00000 8600.00| | SHADOW VEHICLE | | | 0070 642004-002 405.000 LB | 3.50000 1417.50| | SEED MIXTURE, B | | | 0075 642005-001 8.000 TN | 600.00000 4800.00| | MULCH, STRAW OR HAY | | | 0080 642006-001 2.000 TN | 800.00000 1600.00| | FERTILIZER | | | 0085 642031-001 58.000 EA | 75.00000 4350.00| | DITCH CHECK | | | 0090 661013-001 48.000 EA | 42.00000 2016.00| | PLASTIC DELINEATOR POST, YELLOW | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 007 -3 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0513253R1 COUNTIES : BOONE LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( ) |( ) |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 663001-026 30804.000 LF | 0.32000 9857.28| | EDGE LINE, TYPE II - 6 IN WHITE | | | 0100 663001-026 30556.000 LF | 0.32000 9777.92| | EDGE LINE, TYPE II - 6 IN YELLOW | | | 0105 663002-038 948.000 LF | 0.32000 303.36| | CENTERLINE, TYPE II - 4 IN YELLOW | | | 0110 663002-040 3595.000 LF | 0.32000 1150.40| | CENTERLINE, TYPE II - 6 IN WHITE | | | 0115 663004-011 832.000 LF | 9.00000 7488.00| | CHANNELIZING LINE, TYPE V - 8 IN | | | 0120 663005-011 769.000 LF | 17.50000 13457.50| | STOP LINE, TYPE V - 24 IN | | | 0125 663010-010 16.000 EA | 250.00000 4000.00| | ONE DIRECTION LANE ASSIGNMENT ARROW, TY | | | V | | | 0130 663012-208 398.000 EA | 29.00000 11542.00| | RAISED PAVEMENT MARKER, TYPE P-2 | | | 0135 307005-001 AA1 2141.000 TN | 25.00000 53525.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0140 307005-002 AA2 2044.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0145 401001-011 BB1 559.000 TN | 235.00000 131365.00| | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0150 401001-012 BB2 533.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0155 401003-011 CC1 653.000 TN | 185.00000 120805.00| | SUPERPAVE HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0160 401003-012 CC2 615.000 TN | | | SUPERPAVE HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0165 402001-011 DD1 11863.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 007 -4 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0513253R1 COUNTIES : BOONE LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( ) |( ) |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0170 402001-012 DD2 11297.000 TN | 93.00000 1050621.00| | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | SECTION TOTALS | $ 1,744,932.10| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,744,932.10| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 008 -1 VENDOR RANKING CALL ORDER : 008 CONTRACT ID : 0502544R1 COUNTIES : HANCOCK LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : PENNSYLVANIA AVENUE PROJECT(S) : U315-0105/00-000.00 04 0STP 0105 083 D00 LOCATION: CHESTNUT ST - N 23RD ST ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 34-1421920 OHIO-WEST VIRGINIA EXCAVATING CO. $ 3,798,065.15 100.0000% 2 55-0346067 JAMES WHITE CONSTRUCTION COMPANY, THE $ 4,024,908.80 105.9726% 3 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 4,627,704.97 121.8437% 4 27-2000626 TRITON CONSTRUCTION INC $ 4,771,800.00 125.6377% 5 55-0328627 J. F. ALLEN COMPANY $ 4,792,160.81 126.1737% 25-0934300 ALEX E. PARIS CONTRACTING CO., INC. IRREGULAR 25-1428005 CAST & BAKER CORPORATION IRREGULAR WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 008 -2 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0502544R1 COUNTIES : HANCOCK LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1421920 |( 2 ) 55-0346067 |( 3 ) 55-0481221 |OHIO-WEST VIRGINIA EXCAVATIN |JAMES WHITE CONSTRUCTION CO. |MOUNTAINEER CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN & PAVE I000 | | | 0005 201001-000 1.000 LS | 50000.00000 50000.00| 30000.00000 30000.00| 60000.00000 60000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 64000.00000 64000.00| 90000.00000 90000.00| 135000.00000 135000.00 MOBILIZATION | | | 0015 207001-001 2527.000 CY | 26.00000 65702.00| 26.00000 65702.00| 36.00000 90972.00 UNCLASSIFIED EXCAVATION | | | 0019 207032-000 510.000 SY | 3.25000 1657.50| 1.40000 714.00| 3.65000 1861.50 FABRIC FOR SUBSURFACE DRAINAGE | | | 0020 207033-000 200.000 SY | 4.25000 850.00| 3.00000 600.00| 4.30000 860.00 FABRIC FOR SUBGRADE STABILIZATION | | | 0025 207034-000 1593.000 SY | 2.00000 3186.00| 1.60000 2548.80| 1.40000 2230.20 FABRIC FOR SEPARATION | | | 0030 211001-000 1231.000 CY | 25.00000 30775.00| 30.00000 36930.00| 27.60000 33975.60 UNCLASSIFIED BORROW EXCAVATION | | | 0035 211008-000 223.000 TN | 36.00000 8028.00| 53.00000 11819.00| 42.00000 9366.00 ROCK BORROW EXCAVATION | | | 0037 211017-001 75.000 SF | 7.00000 525.00| 10.00000 750.00| 33.00000 2475.00 IMPERVIOUS CORE | | | 0040 307001-000 287.000 CY | 58.00000 16646.00| 85.00000 24395.00| 100.00000 28700.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0045 408002-001 1363.000 GA | 2.00000 2726.00| 2.50000 3407.50| 2.33000 3175.79 BITUMINOUS MATERIAL | | | 0050 415005-001 17937.000 SY | 1.80000 32286.60| 2.10000 37667.70| 2.02000 36232.74 REMOVE EXISTING PAVEMENT SURFACE | | | 0055 501005-006 1034.000 SY | 30.00000 31020.00| 49.00000 50666.00| 59.50000 61523.00 6 INCH NON-REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0060 601002-001 18.130 CY | 800.00000 14504.00| 1140.00000 20668.20| 2040.00000 36985.20 CLASS B CONCRETE | | | 0065 605001-001 29.000 EA | 3300.00000 95700.00| 3600.00000 104400.00| 4815.00000 139635.00 TYPE A MANHOLE | | | 0070 605004-001 5.000 EA | 1600.00000 8000.00| 2000.00000 10000.00| 2985.00000 14925.00 TYPE B INLET | | | 0075 605004-005 124.000 LF | 135.00000 16740.00| 201.00000 24924.00| 278.00000 34472.00 CONCRETE BOX DITCH | | | 0080 605008-001 51.000 EA | 2400.00000 122400.00| 3250.00000 165750.00| 3730.00000 190230.00 TYPE F INLET | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 008 -3 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0502544R1 COUNTIES : HANCOCK LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1421920 |( 2 ) 55-0346067 |( 3 ) 55-0481221 |OHIO-WEST VIRGINIA EXCAVATIN |JAMES WHITE CONSTRUCTION CO. |MOUNTAINEER CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 605010-001 6.000 EA | 1700.00000 10200.00| 2900.00000 17400.00| 3092.00000 18552.00 TYPE H INLET | | | 0095 605012-001 1.000 EA | 1200.00000 1200.00| 1300.00000 1300.00| 1489.00000 1489.00 ADJUST INLET TYPE, B | | | 0100 605014-001 5.000 EA | 2600.00000 13000.00| 2700.00000 13500.00| 3518.00000 17590.00 MODIFIED INLET, TYPE A | | | 0105 605014-001 11.000 EA | 1700.00000 18700.00| 2700.00000 29700.00| 5571.00000 61281.00 MODIFIED INLET, TYPE B | | | 0110 605014-001 5.000 EA | 6000.00000 30000.00| 3800.00000 19000.00| 7250.00000 36250.00 MODIFIED INLET, TYPE E | | | 0115 605041-016 462.000 LF | 94.00000 43428.00| 90.00000 41580.00| 118.00000 54516.00 18 INCH SLOT INLET RISER | | | 0120 605053-001 21.000 EA | 200.00000 4200.00| 700.00000 14700.00| 820.00000 17220.00 CONCRETE INLET CAP | | | 0125 606020-001 470.000 LF | 12.00000 5640.00| 12.00000 5640.00| 23.00000 10810.00 AGGREGATE FILLED FABRIC UNDERDRAIN, 6 | | | IN. | | | 0130 606030-001 20.000 LF | 2.00000 40.00| 10.00000 200.00| 57.50000 1150.00 OUTLET PIPE, 6 IN. | | | 0135 607001-001 985.000 LF | 13.00000 12805.00| 16.00000 15760.00| 12.90000 12706.50 TYPE 1 GUARDRAIL, CLASS II | | | 0140 609001-001 6075.000 SY | 40.00000 243000.00| 38.00000 230850.00| 35.60000 216270.00 CONCRETE SIDEWALK | | | 0145 609002-001 947.000 CY | 85.00000 80495.00| 121.00000 114587.00| 51.90000 49149.30 BED COURSE MATERIAL | | | 0150 609005-001 24.000 EA | 275.00000 6600.00| 390.00000 9360.00| 1014.00000 24336.00 CURB RAMP TYPE III | | | 0155 609005-001 8.000 EA | 265.00000 2120.00| 390.00000 3120.00| 1070.00000 8560.00 CURB RAMP TYPE V | | | 0160 609006-001 32.000 EA | 250.00000 8000.00| 260.00000 8320.00| 450.00000 14400.00 DETECTABLE WARNING SURFACE | | | 0165 610001-001 725.000 LF | 16.00000 11600.00| 26.00000 18850.00| 37.50000 27187.50 PLAIN CONCRETE CURBING, TYPE I | | | 0170 610001-004 702.000 LF | 15.00000 10530.00| 24.00000 16848.00| 36.15000 25377.30 PLAIN CONCRETE CURBING, TYPE IV | | | 0175 610003-001 6060.000 LF | 23.00000 139380.00| 30.50000 184830.00| 28.30000 171498.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 008 -4 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0502544R1 COUNTIES : HANCOCK LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1421920 |( 2 ) 55-0346067 |( 3 ) 55-0481221 |OHIO-WEST VIRGINIA EXCAVATIN |JAMES WHITE CONSTRUCTION CO. |MOUNTAINEER CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0180 610003-004 3915.000 LF | 21.00000 82215.00| 29.50000 115492.50| 28.40000 111186.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE IV | | | 0185 610008-001 535.000 CY | 120.00000 64200.00| 100.00000 53500.00| 49.00000 26215.00 BED COURSE MATERIAL | | | 0190 617001-001 58.000 LF | 50.00000 2900.00| 100.00000 5800.00| 107.00000 6206.00 PIPE RAILING | | | 0195 622003-001 46.000 EA | 95.00000 4370.00| 125.00000 5750.00| 236.00000 10856.00 CANTILEVER MAILBOX SUPPORT | | | 0200 633003-001 212.000 CY | 65.00000 13780.00| 88.00000 18656.00| 57.45000 12179.40 DUMPED ROCK GUTTER | | | 0205 636007-001 12250.000 LF | 0.70000 8575.00| 2.00000 24500.00| 0.65000 7962.50 ERADICATION OF PAVEMENT MARKING | | | 0210 636008-001 51000.000 LF | 0.25000 12750.00| 0.75000 38250.00| 0.23000 11730.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | 0215 636009-001 5900.000 LF | 1.35000 7965.00| 2.50000 14750.00| 1.30000 7670.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | VIIB | | | 0220 636011-001 43160.000 UN | 0.85000 36686.00| 1.70000 73372.00| 0.82000 35391.20 TRAFFIC CONTROL DEVICE | | | 0225 636012-010 4.000 EA | 350.00000 1400.00| 110.00000 440.00| 350.00000 1400.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0230 636013-001 605.000 EA | 4.00000 2420.00| 1.10000 665.50| 3.50000 2117.50 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0235 636014-001 1850.000 HR | 65.00000 120250.00| 57.00000 105450.00| 53.00000 98050.00 FLAGGER | | | 0240 636014-002 480.000 HR | 50.00000 24000.00| 35.00000 16800.00| 45.00000 21600.00 TRAFFIC DIRECTOR | | | 0245 636021-001 600.000 DA | 15.00000 9000.00| 20.00000 12000.00| 15.00000 9000.00 ELECTRIC ARROW | | | 0250 636025-001 2250.000 DA | 1.60000 3600.00| 1.60000 3600.00| 1.55000 3487.50 WARNING LIGHTS, TYPE B | | | 0255 636030-001 550.000 DA | 35.00000 19250.00| 31.00000 17050.00| 32.00000 17600.00 SPEED MONITORING TRAILER | | | 0260 638002-001 240.000 EA | 50.00000 12000.00| 21.00000 5040.00| 89.00000 21360.00 RIGHT OF WAY MARKER | | | 0265 638003-001 3.000 EA | 135.00000 405.00| 700.00000 2100.00| 250.00000 750.00 SURVEY MARKER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 008 -5 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0502544R1 COUNTIES : HANCOCK LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1421920 |( 2 ) 55-0346067 |( 3 ) 55-0481221 |OHIO-WEST VIRGINIA EXCAVATIN |JAMES WHITE CONSTRUCTION CO. |MOUNTAINEER CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0270 638004-001 3.000 EA | 400.00000 1200.00| 160.00000 480.00| 200.00000 600.00 OUTLET MARKER | | | 0275 639001-001 LUMP | 35000.00000 35000.00| 23000.00000 23000.00| 127862.36000 127862.36 CONSTRUCTION LAYOUT STAKE | | | 0280 640001-001 12.000 MO | 1100.00000 13200.00| 1100.00000 13200.00| 3500.00000 42000.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0285 640003-001 LUMP | 1200.00000 1200.00| 7000.00000 7000.00| 2500.00000 2500.00 BUILDING EQUIPMENT | | | 0290 642008-001 60.000 LF | 40.00000 2400.00| 20.00000 1200.00| 54.00000 3240.00 TEMPORARY PIPE | | | 0295 642011-001 20.000 EA | 11.00000 220.00| 6.00000 120.00| 47.25000 945.00 HAY OR STRAW BALE | | | 0300 642012-001 500.000 LF | 4.65000 2325.00| 4.00000 2000.00| 5.00000 2500.00 SILT FENCE | | | 0305 651001-001 349.000 CY | 55.00000 19195.00| 73.00000 25477.00| 49.25000 17188.25 FURNISHING AND PLACING TOPSOIL | | | 0310 652001-001 1.100 TN | 525.00000 577.50| 170.00000 187.00| 160.00000 176.00 AGRICULTURAL LIMESTONE | | | 0315 652002-001 0.300 TN | 2600.00000 780.00| 585.00000 175.50| 550.00000 165.00 FERTILIZER, 10-20-10 | | | 0320 652003-001 80.600 LB | 37.00000 2982.20| 12.00000 967.20| 11.00000 886.60 SEED MIXTURES, B, C-1, OR C-2 | | | 0325 652004-001 1.600 TN | 1400.00000 2240.00| 800.00000 1280.00| 750.00000 1200.00 STRAW OR HAY MULCH | | | 0330 307005-001 AA1 283.000 TN | 35.00000 9905.00| | 46.00000 13018.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS I | | | 0335 307005-002 AA2 273.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS I | | | 0340 307005-003 AA3 299.000 TN | | 34.00000 10166.00| AGGREGATE BASE COURSE, STEEL SLAG, | | | CLASS I | | | 0345 401001-001 BB1 3072.000 TN | 89.00000 273408.00| 75.00000 230400.00| 85.25000 261888.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0350 401001-002 BB2 2933.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 008 -6 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0502544R1 COUNTIES : HANCOCK LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1421920 |( 2 ) 55-0346067 |( 3 ) 55-0481221 |OHIO-WEST VIRGINIA EXCAVATIN |JAMES WHITE CONSTRUCTION CO. |MOUNTAINEER CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0355 401001-003 BB3 3259.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STEEL SLAG, TYPE I | | | 0360 401001-001 CC1 3019.000 TN | 93.00000 280767.00| 82.00000 247558.00| 83.50000 252086.50 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0365 401001-002 CC2 2865.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0370 401001-003 CC3 3182.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STEEL SLAG, TYPE II | | | 0375 401003-001 DD1 377.000 TN | 100.00000 37700.00| 75.00000 28275.00| 70.38000 26533.26 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0380 401003-002 DD2 360.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0385 401007-001 EE1 598.000 TN | 95.00000 56810.00| 72.00000 43056.00| 67.53000 40382.94 MARSHALL SCRATCH COURSE, STONE OR GRAVE | | | 0390 401007-002 EE2 572.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0395 401007-003 EE3 633.000 TN | | | MARSHALL SCRATCH COURSE, STEEL SLAG | | | 0400 402001-001 FF1 1336.000 TN | 103.00000 137608.00| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0405 402001-002 FF2 1273.000 TN | | 98.00000 124754.00| 91.90000 116988.70 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | 0410 402001-003 FF3 1412.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STEEL SLAG, TYPE I | | | 0415 604076-016 GG1 3733.000 LF | 82.00000 306106.00| 82.00000 306106.00| 126.60000 472597.80 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0420 604025-016 GG2 3733.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 008 -7 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0502544R1 COUNTIES : HANCOCK LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1421920 |( 2 ) 55-0346067 |( 3 ) 55-0481221 |OHIO-WEST VIRGINIA EXCAVATIN |JAMES WHITE CONSTRUCTION CO. |MOUNTAINEER CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0425 604037-016 GG3 3733.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0430 604076-020 HH1 1009.000 LF | 93.00000 93837.00| 100.00000 100900.00| 123.28000 124389.52 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0435 604025-020 HH2 1009.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0440 604037-020 HH3 1009.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0445 604076-022 JJ1 643.000 LF | 112.00000 72016.00| 185.00000 118955.00| 190.50000 122491.50 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0450 604025-022 JJ2 643.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0455 604037-022 JJ3 643.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0460 604076-024 KK1 566.000 LF | 135.00000 76410.00| 233.00000 131878.00| 182.70000 103408.20 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0465 604025-024 KK2 566.000 LF | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0470 604037-024 KK3 566.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0475 604076-026 LL1 1038.000 LF | 105.00000 108990.00| 93.00000 96534.00| 160.00000 166080.00 42 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0480 604025-026 LL2 1038.000 LF | | | 42 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0485 604037-026 LL3 1038.000 LF | | | 42 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 008 -8 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0502544R1 COUNTIES : HANCOCK LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1421920 |( 2 ) 55-0346067 |( 3 ) 55-0481221 |OHIO-WEST VIRGINIA EXCAVATIN |JAMES WHITE CONSTRUCTION CO. |MOUNTAINEER CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0490 604076-016 MM1 85.000 LF | 80.00000 6800.00| 104.00000 8840.00| 130.00000 11050.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0495 604037-016 MM2 85.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0500 604076-026 NN1 311.000 LF | 95.00000 29545.00| 186.00000 57846.00| 156.00000 48516.00 42 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0505 604037-026 NN2 311.000 LF | | | 42 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0510 636002-001 PP1 200.000 TN | 90.00000 18000.00| | 55.00000 11000.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0515 636002-002 PP2 191.000 TN | | 40.00000 7640.00| AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 3,220,671.80| $ 3,527,697.90| $ 4,025,416.36 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 SIGNING & PAVEMENT MARKINGS Y002 | | | 0520 657010-001 672.500 LF | 9.00000 6052.50| 10.00000 6725.00| 9.00000 6052.50 3.00 LB CHANNEL POST | | | 0525 657018-001 36.000 EA | 26.00000 936.00| 27.00000 972.00| 25.00000 900.00 POST REMOVAL | | | 0530 661001-001 314.800 SF | 27.00000 8499.60| 28.00000 8814.40| 26.50000 8342.20 0.080 IN FLAT SHEET SIGN | | | 0535 663001-004 10840.000 LF | 0.25000 2710.00| 0.70000 7588.00| 0.23000 2493.20 EDGE LINE, TYPE II - 4 IN ,WHITE | | | 0540 663002-038 13345.000 LF | 0.25000 3336.25| 0.70000 9341.50| 0.23000 3069.35 CENTERLINE, TYPE II - 4 IN | | | 0545 663005-010 180.000 LF | 10.00000 1800.00| 27.00000 4860.00| 9.00000 1620.00 STOP LINE, TYPE V - 12 IN | | | 0550 663006-010 171.000 LF | 11.00000 1881.00| 27.00000 4617.00| 10.00000 1710.00 CROSSWALK LINE, TYPE V - 12 IN X 6 FT | | | 0555 663010-010 22.000 EA | 200.00000 4400.00| 423.00000 9306.00| 190.00000 4180.00 ONE DIRECTION LANE ASSIGNMENT ARROW, TY | | | V | | | SECTION TOTALS | $ 29,615.35| $ 52,223.90| $ 28,367.25 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 WATERLINE RELOCATION Y060 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 008 -9 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0502544R1 COUNTIES : HANCOCK LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1421920 |( 2 ) 55-0346067 |( 3 ) 55-0481221 |OHIO-WEST VIRGINIA EXCAVATIN |JAMES WHITE CONSTRUCTION CO. |MOUNTAINEER CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0560 639001-001 LUMP | 4200.00000 4200.00| 3850.00000 3850.00| 4500.00000 4500.00 CONSTRUCTION LAYOUT STAKE | | | 0565 670007-012 9.000 LF | 175.00000 1575.00| 365.00000 3285.00| 84.80000 763.20 2 INCH PLASTIC PIPE, CLASS 200 | | | 0570 670007-020 160.000 LF | 78.00000 12480.00| 189.00000 30240.00| 186.50000 29840.00 6 INCH PLASTIC PIPE, CLASS 200 | | | 0575 670007-022 4171.000 LF | 63.00000 262773.00| 40.00000 166840.00| 57.20000 238581.20 8 INCH PLASTIC PIPE, CLASS 200 | | | 0580 670007-026 445.000 LF | 92.00000 40940.00| 179.00000 79655.00| 244.35000 108735.75 12 INCH PLASTIC PIPE, CLASS 200 | | | 0590 670009-120 1.000 EA | 1200.00000 1200.00| 680.00000 680.00| 771.00000 771.00 2 INCH GATE VALVE AND VALVE BOX | | | 0595 670009-200 5.000 EA | 1500.00000 7500.00| 1100.00000 5500.00| 1361.00000 6805.00 6 INCH GATE VALVE AND VALVE BOX | | | 0600 670009-220 15.000 EA | 1800.00000 27000.00| 1500.00000 22500.00| 1745.00000 26175.00 8 INCH GATE VALVE AND VALVE BOX | | | 0605 670009-260 2.000 EA | 2900.00000 5800.00| 2900.00000 5800.00| 3880.00000 7760.00 12 INCH GATE VALVE AND VALVE BOX | | | 0610 670010-300 80.000 LF | 120.00000 9600.00| 200.00000 16000.00| 165.70000 13256.00 16 INCH STEEL CASING PIPE, THICKNESS 0. | | | 250 INCH | | | 0615 670013-220 4.000 EA | 5000.00000 20000.00| 4500.00000 18000.00| 4038.00000 16152.00 8 INCH FIRE HYDRANT | | | 0620 670014-001 6.000 EA | 5000.00000 30000.00| 1330.00000 7980.00| 2705.00000 16230.00 RELOCATE FIRE HYDRANT | | | 0625 670017-001 21.000 EA | 750.00000 15750.00| 1000.00000 21000.00| 260.00000 5460.00 METER BOX | | | 0630 670019-120 1.000 EA | 2000.00000 2000.00| 1500.00000 1500.00| 1276.50000 1276.50 2 INCH SPECIAL VALVE, BLOWOFF ASSEMBLY | | | 0635 670020-001 3.000 EA | 2400.00000 7200.00| 2100.00000 6300.00| 1370.00000 4110.00 SPECIAL STRUCTURE, AIR RELEASE VALVE | | | 0640 670023-001 19.000 EA | 725.00000 13775.00| 180.00000 3420.00| 450.00000 8550.00 ADJUSTING VALVE BOX | | | 0645 670024-001 47.000 EA | 725.00000 34075.00| 225.00000 10575.00| 352.25000 16555.75 ADJUSTING METER BOX | | | 585 670008-040 185.000 LF | 75.00000 13875.00| 42.00000 7770.00| 69.30000 12820.50 3/4 INCH COPPER SERVICE PIPE | | | SECTION TOTALS | $ 509,743.00| $ 410,895.00| $ 518,341.90 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 SEWERLINE RELOCATION Y060 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 008 -10 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0502544R1 COUNTIES : HANCOCK LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1421920 |( 2 ) 55-0346067 |( 3 ) 55-0481221 |OHIO-WEST VIRGINIA EXCAVATIN |JAMES WHITE CONSTRUCTION CO. |MOUNTAINEER CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0650 639001-001 LUMP | 2500.00000 2500.00| 1500.00000 1500.00| 1510.00000 1510.00 CONSTRUCTION LAYOUT STAKE | | | 0655 675007-020 25.000 LF | 55.00000 1375.00| 124.00000 3100.00| 160.00000 4000.00 6 INCH PLASTIC SEWER PIPE | | | 0660 675007-022 104.000 LF | 90.00000 9360.00| 43.00000 4472.00| 102.50000 10660.00 8 INCH PLASTIC SEWER PIPE | | | 0665 675014-001 4.000 EA | 3200.00000 12800.00| 3900.00000 15600.00| 5846.50000 23386.00 MANHOLE COMPLETE, INCLUDING CASTING | | | 0670 675017-001 2.000 EA | 750.00000 1500.00| 600.00000 1200.00| 1423.23000 2846.46 ABANDONING MANHOLE | | | 0675 675018-001 2.000 EA | 600.00000 1200.00| 560.00000 1120.00| 1231.00000 2462.00 ADJUSTING MANHOLE | | | SECTION TOTALS | $ 28,735.00| $ 26,992.00| $ 44,864.46 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 MSE WALL Y007 | | | 0680 626003-001 100.000 SF | 65.00000 6500.00| 50.00000 5000.00| 52.15000 5215.00 RETAINING WALL, SEGMENTAL ,REBUILD WALL | | | 0685 639001-001 LUMP | 1500.00000 1500.00| 100.00000 100.00| 500.00000 500.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 8,000.00| $ 5,100.00| $ 5,715.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 COMPUTER SYSTEM K000 | | | 0690 640004-001 LUMP | 1300.00000 1300.00| 2000.00000 2000.00| 5000.00000 5000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 1,300.00| $ 2,000.00| $ 5,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,798,065.15| $ 4,024,908.80| $ 4,627,704.97 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 008 -11 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0502544R1 COUNTIES : HANCOCK LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 27-2000626 |( 5 ) 55-0328627 |( ) |TRITON CONSTRUCTION INC |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN & PAVE I000 | | | 0005 201001-000 1.000 LS | 187614.86000 187614.86| 117579.25000 117579.25| CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 238590.00000 238590.00| 239608.00000 239608.00| MOBILIZATION | | | 0015 207001-001 2527.000 CY | 40.00000 101080.00| 10.00000 25270.00| UNCLASSIFIED EXCAVATION | | | 0019 207032-000 510.000 SY | 2.00000 1020.00| 5.00000 2550.00| FABRIC FOR SUBSURFACE DRAINAGE | | | 0020 207033-000 200.000 SY | 2.10000 420.00| 5.00000 1000.00| FABRIC FOR SUBGRADE STABILIZATION | | | 0025 207034-000 1593.000 SY | 2.00000 3186.00| 2.00000 3186.00| FABRIC FOR SEPARATION | | | 0030 211001-000 1231.000 CY | 45.00000 55395.00| 73.20000 90109.20| UNCLASSIFIED BORROW EXCAVATION | | | 0035 211008-000 223.000 TN | 45.00000 10035.00| 75.00000 16725.00| ROCK BORROW EXCAVATION | | | 0037 211017-001 75.000 SF | 6.50000 487.50| 10.00000 750.00| IMPERVIOUS CORE | | | 0040 307001-000 287.000 CY | 51.00000 14637.00| 73.20000 21008.40| AGGREGATE BASE COURSE, CLASS 1 | | | 0045 408002-001 1363.000 GA | 2.33000 3175.79| 2.45000 3339.35| BITUMINOUS MATERIAL | | | 0050 415005-001 17937.000 SY | 4.00000 71748.00| 2.15000 38564.55| REMOVE EXISTING PAVEMENT SURFACE | | | 0055 501005-006 1034.000 SY | 43.50000 44979.00| 49.35000 51027.90| 6 INCH NON-REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0060 601002-001 18.130 CY | 1500.00000 27195.00| 1654.30000 29992.46| CLASS B CONCRETE | | | 0065 605001-001 29.000 EA | 3870.00000 112230.00| 3550.00000 102950.00| TYPE A MANHOLE | | | 0070 605004-001 5.000 EA | 3515.00000 17575.00| 4351.45000 21757.25| TYPE B INLET | | | 0075 605004-005 124.000 LF | 158.50000 19654.00| 225.65000 27980.60| CONCRETE BOX DITCH | | | 0080 605008-001 51.000 EA | 4830.00000 246330.00| 6044.55000 308272.05| TYPE F INLET | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 008 -12 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0502544R1 COUNTIES : HANCOCK LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 27-2000626 |( 5 ) 55-0328627 |( ) |TRITON CONSTRUCTION INC |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 605010-001 6.000 EA | 3840.00000 23040.00| 4939.95000 29639.70| TYPE H INLET | | | 0095 605012-001 1.000 EA | 1245.00000 1245.00| 1155.00000 1155.00| ADJUST INLET TYPE, B | | | 0100 605014-001 5.000 EA | 4950.00000 24750.00| 6106.35000 30531.75| MODIFIED INLET, TYPE A | | | 0105 605014-001 11.000 EA | 3485.00000 38335.00| 4357.50000 47932.50| MODIFIED INLET, TYPE B | | | 0110 605014-001 5.000 EA | 6525.00000 32625.00| 7833.35000 39166.75| MODIFIED INLET, TYPE E | | | 0115 605041-016 462.000 LF | 90.00000 41580.00| 104.00000 48048.00| 18 INCH SLOT INLET RISER | | | 0120 605053-001 21.000 EA | 1300.00000 27300.00| 1500.00000 31500.00| CONCRETE INLET CAP | | | 0125 606020-001 470.000 LF | 10.40000 4888.00| 30.00000 14100.00| AGGREGATE FILLED FABRIC UNDERDRAIN, 6 | | | IN. | | | 0130 606030-001 20.000 LF | 35.00000 700.00| 100.00000 2000.00| OUTLET PIPE, 6 IN. | | | 0135 607001-001 985.000 LF | 12.90000 12706.50| 16.40000 16154.00| TYPE 1 GUARDRAIL, CLASS II | | | 0140 609001-001 6075.000 SY | 47.50000 288562.50| 33.05000 200778.75| CONCRETE SIDEWALK | | | 0145 609002-001 947.000 CY | 92.00000 87124.00| 73.20000 69320.40| BED COURSE MATERIAL | | | 0150 609005-001 24.000 EA | 490.00000 11760.00| 787.50000 18900.00| CURB RAMP TYPE III | | | 0155 609005-001 8.000 EA | 420.00000 3360.00| 787.50000 6300.00| CURB RAMP TYPE V | | | 0160 609006-001 32.000 EA | 225.00000 7200.00| 472.50000 15120.00| DETECTABLE WARNING SURFACE | | | 0165 610001-001 725.000 LF | 38.00000 27550.00| 31.15000 22583.75| PLAIN CONCRETE CURBING, TYPE I | | | 0170 610001-004 702.000 LF | 41.00000 28782.00| 31.15000 21867.30| PLAIN CONCRETE CURBING, TYPE IV | | | 0175 610003-001 6060.000 LF | 32.50000 196950.00| 25.85000 156651.00| COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 008 -13 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0502544R1 COUNTIES : HANCOCK LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 27-2000626 |( 5 ) 55-0328627 |( ) |TRITON CONSTRUCTION INC |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0180 610003-004 3915.000 LF | 38.00000 148770.00| 25.85000 101202.75| COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE IV | | | 0185 610008-001 535.000 CY | 75.00000 40125.00| 73.20000 39162.00| BED COURSE MATERIAL | | | 0190 617001-001 58.000 LF | 65.00000 3770.00| 150.00000 8700.00| PIPE RAILING | | | 0195 622003-001 46.000 EA | 375.00000 17250.00| 250.00000 11500.00| CANTILEVER MAILBOX SUPPORT | | | 0200 633003-001 212.000 CY | 60.00000 12720.00| 75.00000 15900.00| DUMPED ROCK GUTTER | | | 0205 636007-001 12250.000 LF | 0.65000 7962.50| 1.90000 23275.00| ERADICATION OF PAVEMENT MARKING | | | 0210 636008-001 51000.000 LF | 0.23000 11730.00| 0.75000 38250.00| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | 0215 636009-001 5900.000 LF | 1.30000 7670.00| 2.55000 15045.00| TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | VIIB | | | 0220 636011-001 43160.000 UN | 0.82000 35391.20| 1.65000 71214.00| TRAFFIC CONTROL DEVICE | | | 0225 636012-010 4.000 EA | 350.00000 1400.00| 105.00000 420.00| PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0230 636013-001 605.000 EA | 3.50000 2117.50| 1.05000 635.25| INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0235 636014-001 1850.000 HR | 65.00000 120250.00| 65.00000 120250.00| FLAGGER | | | 0240 636014-002 480.000 HR | 65.00000 31200.00| 65.00000 31200.00| TRAFFIC DIRECTOR | | | 0245 636021-001 600.000 DA | 15.00000 9000.00| 18.90000 11340.00| ELECTRIC ARROW | | | 0250 636025-001 2250.000 DA | 1.55000 3487.50| 1.60000 3600.00| WARNING LIGHTS, TYPE B | | | 0255 636030-001 550.000 DA | 32.00000 17600.00| 31.00000 17050.00| SPEED MONITORING TRAILER | | | 0260 638002-001 240.000 EA | 35.00000 8400.00| 150.00000 36000.00| RIGHT OF WAY MARKER | | | 0265 638003-001 3.000 EA | 450.00000 1350.00| 500.00000 1500.00| SURVEY MARKER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 008 -14 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0502544R1 COUNTIES : HANCOCK LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 27-2000626 |( 5 ) 55-0328627 |( ) |TRITON CONSTRUCTION INC |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0270 638004-001 3.000 EA | 140.00000 420.00| 500.00000 1500.00| OUTLET MARKER | | | 0275 639001-001 LUMP | 50000.00000 50000.00| 137280.00000 137280.00| CONSTRUCTION LAYOUT STAKE | | | 0280 640001-001 12.000 MO | 3000.00000 36000.00| 2000.00000 24000.00| STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0285 640003-001 LUMP | 1500.00000 1500.00| 5000.00000 5000.00| BUILDING EQUIPMENT | | | 0290 642008-001 60.000 LF | 33.00000 1980.00| 100.00000 6000.00| TEMPORARY PIPE | | | 0295 642011-001 20.000 EA | 12.00000 240.00| 50.00000 1000.00| HAY OR STRAW BALE | | | 0300 642012-001 500.000 LF | 3.25000 1625.00| 5.00000 2500.00| SILT FENCE | | | 0305 651001-001 349.000 CY | 40.00000 13960.00| 75.00000 26175.00| FURNISHING AND PLACING TOPSOIL | | | 0310 652001-001 1.100 TN | 160.00000 176.00| 52.50000 57.75| AGRICULTURAL LIMESTONE | | | 0315 652002-001 0.300 TN | 550.00000 165.00| 1575.00000 472.50| FERTILIZER, 10-20-10 | | | 0320 652003-001 80.600 LB | 11.00000 886.60| 47.25000 3808.35| SEED MIXTURES, B, C-1, OR C-2 | | | 0325 652004-001 1.600 TN | 750.00000 1200.00| 1312.50000 2100.00| STRAW OR HAY MULCH | | | 0330 307005-001 AA1 283.000 TN | | 36.60000 10357.80| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS I | | | 0335 307005-002 AA2 273.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS I | | | 0340 307005-003 AA3 299.000 TN | 33.50000 10016.50| | AGGREGATE BASE COURSE, STEEL SLAG, | | | CLASS I | | | 0345 401001-001 BB1 3072.000 TN | 70.12000 215408.64| 73.65000 226252.80| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0350 401001-002 BB2 2933.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 008 -15 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0502544R1 COUNTIES : HANCOCK LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 27-2000626 |( 5 ) 55-0328627 |( ) |TRITON CONSTRUCTION INC |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0355 401001-003 BB3 3259.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STEEL SLAG, TYPE I | | | 0360 401001-001 CC1 3019.000 TN | 77.16000 232946.04| 81.05000 244689.95| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0365 401001-002 CC2 2865.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0370 401001-003 CC3 3182.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STEEL SLAG, TYPE II | | | 0375 401003-001 DD1 377.000 TN | 70.38000 26533.26| 73.90000 27860.30| MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0380 401003-002 DD2 360.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0385 401007-001 EE1 598.000 TN | 67.53000 40382.94| 70.95000 42428.10| MARSHALL SCRATCH COURSE, STONE OR GRAVE | | | 0390 401007-002 EE2 572.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0395 401007-003 EE3 633.000 TN | | | MARSHALL SCRATCH COURSE, STEEL SLAG | | | 0400 402001-001 FF1 1336.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0405 402001-002 FF2 1273.000 TN | 91.90000 116988.70| 96.50000 122844.50| MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | 0410 402001-003 FF3 1412.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STEEL SLAG, TYPE I | | | 0415 604076-016 GG1 3733.000 LF | 119.00000 444227.00| 117.00000 436761.00| 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0420 604025-016 GG2 3733.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 008 -16 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0502544R1 COUNTIES : HANCOCK LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 27-2000626 |( 5 ) 55-0328627 |( ) |TRITON CONSTRUCTION INC |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0425 604037-016 GG3 3733.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0430 604076-020 HH1 1009.000 LF | 129.00000 130161.00| 137.00000 138233.00| 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0435 604025-020 HH2 1009.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0440 604037-020 HH3 1009.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0445 604076-022 JJ1 643.000 LF | 184.00000 118312.00| 177.00000 113811.00| 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0450 604025-022 JJ2 643.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0455 604037-022 JJ3 643.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0460 604076-024 KK1 566.000 LF | 189.00000 106974.00| 185.00000 104710.00| 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0465 604025-024 KK2 566.000 LF | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0470 604037-024 KK3 566.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0475 604076-026 LL1 1038.000 LF | 110.00000 114180.00| 60.00000 62280.00| 42 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0480 604025-026 LL2 1038.000 LF | | | 42 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0485 604037-026 LL3 1038.000 LF | | | 42 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 008 -17 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0502544R1 COUNTIES : HANCOCK LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 27-2000626 |( 5 ) 55-0328627 |( ) |TRITON CONSTRUCTION INC |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0490 604076-016 MM1 85.000 LF | 96.00000 8160.00| 110.00000 9350.00| 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0495 604037-016 MM2 85.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0500 604076-026 NN1 311.000 LF | 140.00000 43540.00| 100.00000 31100.00| 42 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0505 604037-026 NN2 311.000 LF | | | 42 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0510 636002-001 PP1 200.000 TN | | 47.60000 9520.00| AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0515 636002-002 PP2 191.000 TN | 40.00000 7640.00| | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 4,217,626.53| $ 4,209,754.96| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 SIGNING & PAVEMENT MARKINGS Y002 | | | 0520 657010-001 672.500 LF | 9.00000 6052.50| 23.10000 15534.75| 3.00 LB CHANNEL POST | | | 0525 657018-001 36.000 EA | 25.00000 900.00| 52.50000 1890.00| POST REMOVAL | | | 0530 661001-001 314.800 SF | 26.50000 8342.20| 42.00000 13221.60| 0.080 IN FLAT SHEET SIGN | | | 0535 663001-004 10840.000 LF | 0.23000 2493.20| 0.65000 7046.00| EDGE LINE, TYPE II - 4 IN ,WHITE | | | 0540 663002-038 13345.000 LF | 0.23000 3069.35| 0.65000 8674.25| CENTERLINE, TYPE II - 4 IN | | | 0545 663005-010 180.000 LF | 9.00000 1620.00| 26.25000 4725.00| STOP LINE, TYPE V - 12 IN | | | 0550 663006-010 171.000 LF | 10.00000 1710.00| 26.25000 4488.75| CROSSWALK LINE, TYPE V - 12 IN X 6 FT | | | 0555 663010-010 22.000 EA | 190.00000 4180.00| 414.75000 9124.50| ONE DIRECTION LANE ASSIGNMENT ARROW, TY | | | V | | | SECTION TOTALS | $ 28,367.25| $ 64,704.85| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 WATERLINE RELOCATION Y060 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 008 -18 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0502544R1 COUNTIES : HANCOCK LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 27-2000626 |( 5 ) 55-0328627 |( ) |TRITON CONSTRUCTION INC |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0560 639001-001 LUMP | 25000.00000 25000.00| 2700.00000 2700.00| CONSTRUCTION LAYOUT STAKE | | | 0565 670007-012 9.000 LF | 160.68000 1446.12| 45.00000 405.00| 2 INCH PLASTIC PIPE, CLASS 200 | | | 0570 670007-020 160.000 LF | 70.96000 11353.60| 79.00000 12640.00| 6 INCH PLASTIC PIPE, CLASS 200 | | | 0575 670007-022 4171.000 LF | 58.00000 241918.00| 52.00000 216892.00| 8 INCH PLASTIC PIPE, CLASS 200 | | | 0580 670007-026 445.000 LF | 84.30000 37513.50| 200.00000 89000.00| 12 INCH PLASTIC PIPE, CLASS 200 | | | 0590 670009-120 1.000 EA | 1100.00000 1100.00| 754.00000 754.00| 2 INCH GATE VALVE AND VALVE BOX | | | 0595 670009-200 5.000 EA | 1400.00000 7000.00| 1055.00000 5275.00| 6 INCH GATE VALVE AND VALVE BOX | | | 0600 670009-220 15.000 EA | 1700.00000 25500.00| 1337.00000 20055.00| 8 INCH GATE VALVE AND VALVE BOX | | | 0605 670009-260 2.000 EA | 2600.00000 5200.00| 2175.00000 4350.00| 12 INCH GATE VALVE AND VALVE BOX | | | 0610 670010-300 80.000 LF | 110.00000 8800.00| 271.00000 21680.00| 16 INCH STEEL CASING PIPE, THICKNESS 0. | | | 250 INCH | | | 0615 670013-220 4.000 EA | 4600.00000 18400.00| 5500.00000 22000.00| 8 INCH FIRE HYDRANT | | | 0620 670014-001 6.000 EA | 4600.00000 27600.00| 1820.00000 10920.00| RELOCATE FIRE HYDRANT | | | 0625 670017-001 21.000 EA | 675.00000 14175.00| 850.00000 17850.00| METER BOX | | | 0630 670019-120 1.000 EA | 1800.00000 1800.00| 1740.00000 1740.00| 2 INCH SPECIAL VALVE, BLOWOFF ASSEMBLY | | | 0635 670020-001 3.000 EA | 2200.00000 6600.00| 2600.00000 7800.00| SPECIAL STRUCTURE, AIR RELEASE VALVE | | | 0640 670023-001 19.000 EA | 650.00000 12350.00| 360.00000 6840.00| ADJUSTING VALVE BOX | | | 0645 670024-001 47.000 EA | 650.00000 30550.00| 610.00000 28670.00| ADJUSTING METER BOX | | | 585 670008-040 185.000 LF | 65.00000 12025.00| 39.00000 7215.00| 3/4 INCH COPPER SERVICE PIPE | | | SECTION TOTALS | $ 488,331.22| $ 476,786.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 SEWERLINE RELOCATION Y060 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 09/23/10 PAGE : 008 -19 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0502544R1 COUNTIES : HANCOCK LETTING DATE : 09/08/10 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 27-2000626 |( 5 ) 55-0328627 |( ) |TRITON CONSTRUCTION INC |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0650 639001-001 LUMP | 5000.00000 5000.00| 2000.00000 2000.00| CONSTRUCTION LAYOUT STAKE | | | 0655 675007-020 25.000 LF | 67.00000 1675.00| 91.00000 2275.00| 6 INCH PLASTIC SEWER PIPE | | | 0660 675007-022 104.000 LF | 40.00000 4160.00| 75.00000 7800.00| 8 INCH PLASTIC SEWER PIPE | | | 0665 675014-001 4.000 EA | 3100.00000 12400.00| 3200.00000 12800.00| MANHOLE COMPLETE, INCLUDING CASTING | | | 0670 675017-001 2.000 EA | 750.00000 1500.00| 450.00000 900.00| ABANDONING MANHOLE | | | 0675 675018-001 2.000 EA | 570.00000 1140.00| 820.00000 1640.00| ADJUSTING MANHOLE | | | SECTION TOTALS | $ 25,875.00| $ 27,415.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 MSE WALL Y007 | | | 0680 626003-001 100.000 SF | 31.00000 3100.00| 75.00000 7500.00| RETAINING WALL, SEGMENTAL ,REBUILD WALL | | | 0685 639001-001 LUMP | 5000.00000 5000.00| 1000.00000 1000.00| CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 8,100.00| $ 8,500.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 COMPUTER SYSTEM K000 | | | 0690 640004-001 LUMP | 3500.00000 3500.00| 5000.00000 5000.00| COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 3,500.00| $ 5,000.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,771,800.00| $ 4,792,160.81| $ ====================================================================================================================================