1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 0400903 COUNTIES : MERCER LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : VALLEY ROAD +1 PROJECT(S) : S328-0071/09-000.00 00 LOCATION: JCT CR 19/29 - JCT CR 19/33 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 85,235.70 100.0000% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0400903 COUNTIES : MERCER LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 10 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 RESURFACE (1" HMA), STABILIZE SHOULDERS | | | 0005 408002-001 650.000 GA | 1.00000 650.00| | BITUMINOUS MATERIAL | | | 0010 636006-001 4.000 DA | 0.01000 0.04| | PILOT TRUCK AND DRIVER | | | 0015 636011-001 2680.000 UN | 0.01000 26.80| | TRAFFIC CONTROL DEVICE | | | 0020 636014-001 96.000 HR | 53.45000 5131.20| | FLAGGER | | | 0025 636025-001 16.000 DA | 0.01000 0.16| | WARNING LIGHTS, TYPE B | | | 0030 307005-001 AA1 290.000 TN | 31.00000 8990.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0035 307005-002 AA2 264.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0040 401002-001 BB1 1225.000 TN | 57.50000 70437.50| | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE 1 | | | 0045 401002-002 BB2 1115.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 85,235.70| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 85,235.70| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 0333702 COUNTIES : MINERAL LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : PATTERSON CREEK LOW WATER CROSSING PROJECT(S) : E329-0015/00-008.66 00 LOCATION: PATTERSON CR 0.32 MI S CO 28/3 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 52-0747947 CARL BELT INC. $ 29,950.00 100.0000% 2 55-0700300 A.L.L. CONSTRUCTION, INC. $ 126,400.00 422.0367% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0333702 COUNTIES : MINERAL LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 52-0747947 |(2) 55-0700300 | |CARL BELT INC. |A.L.L. CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 LOW WATER CROSSING DAMAGE REPAIR | | | 0005 204001-000 LUMP| 6400.00000 6400.00| 55000.00000 55000.00| MOBILIZATION | | | 0010 601025-001 18.000 CY | 650.00000 11700.00| 2800.00000 50400.00| MODIFIED CONCRETE, CLASS G | | | 0015 628006-001 3.000 DA | 2450.00000 7350.00| 4000.00000 12000.00| UNDERWATER SERVICES, DIVER INVESTIGATION| | | 0020 628006-001 3.000 DA | 1500.00000 4500.00| 3000.00000 9000.00| UNDERWATER SERVICES, DIVER STANDBY | | | SECTION TOTALS | $ 29,950.00| $ 126,400.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 29,950.00| $ 126,400.00| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 0300652 COUNTIES : MINGO LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : WILLIAMSON TO DELBARTON ROAD PROJECT(S) : S330-0052/00-022.76 00 LOCATION: 0.20 MI W WV 49 TO 1.08 MI E WV 49 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 61-0897043 MOUNTAIN ENTERPRISES, INC. DBA LENORE ASPHALT, INC $ 78,682.89 100.0000% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0300652 COUNTIES : MINGO LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 61-0897043 | | |MOUNTAIN ENTERPRISES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0005 204003-000 1.000 EA | 500.00000 500.00| | MOBILIZATION, PER PERMANENT PAVEMENT | | | MARKINGS | | | 0010 204003-000 1.000 EA | 250.00000 250.00| | MOBILIZATION, PER 3-DAY, TEMPORARY | | | PAVEMENT MARKINGS | | | 0015 408002-001 590.000 GA | 1.00000 590.00| | BITUMINOUS MATERIAL | | | 0020 636008-001 13517.000 LF | 0.15000 2027.55| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0025 636011-001 1600.000 UN | 1.00000 1600.00| | TRAFFIC CONTROL DEVICE | | | 0030 636014-001 60.000 HR | 40.00000 2400.00| | FLAGGER | | | 0035 663001-005 2.560 MI | 400.00000 1024.00| | EDGE LINE, TYPE II WHITE | | | 0040 663002-004 2.560 MI | 400.00000 1024.00| | LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0045 307005-001 AA1 350.000 TN | 26.00000 9100.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0050 307005-002 AA2 319.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0055 401003-001 BB1 250.000 TN | 49.89000 12472.50| | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0060 401003-002 BB2 228.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0065 402001-001 CC1 1050.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0070 402001-002 CC2 956.000 TN | 49.89000 47694.84| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | SECTION TOTALS | $ 78,682.89| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 78,682.89| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 0336319 COUNTIES : WAYNE LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : WALKER BRANCH ROAD PROJECT(S) : S350-0003/00-000.86 00 LOCATION: 0.06 MI S CO 3/3 TO CO 3/1 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 61-0897043 MOUNTAIN ENTERPRISES, INC. DBA LENORE ASPHALT, INC $ 55,300.00 100.0000% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0336319 COUNTIES : WAYNE LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 61-0897043 | | |MOUNTAIN ENTERPRISES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0005 204003-000 1.000 EA | 1.00000 1.00| | MOBILIZATION, PER PERMANENT PAVEMENT | | | MARKINGS | | | 0010 204003-000 1.000 EA | 250.00000 250.00| | MOBILIZATION, PER 3-DAY, TEMPORARY | | | PAVEMENT MARKINGS | | | 0015 408002-001 500.000 GA | 1.00000 500.00| | BITUMINOUS MATERIAL | | | 0020 636008-001 16896.000 LF | 0.15000 2534.40| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0025 636011-001 1780.000 UN | 0.60000 1068.00| | TRAFFIC CONTROL DEVICE | | | 0030 636014-001 40.000 HR | 1.00000 40.00| | FLAGGER | | | 0035 663001-005 3.200 MI | 395.00000 1264.00| | EDGE LINE, TYPE II WHITE | | | 0040 663002-004 3.200 MI | 395.00000 1264.00| | LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0045 401002-001 AA1 870.000 TN | 47.43000 41264.10| | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE 1 | | | 0050 401002-002 AA2 792.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE 1 | | | 0055 401003-001 BB1 150.000 TN | 47.43000 7114.50| | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0060 401003-002 BB2 137.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | SECTION TOTALS | $ 55,300.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 55,300.00| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 0230240 COUNTIES : WOOD LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : LITTLE KANAWHA BRIDGE DEBRIS REMOVAL PROJECT(S) : S354-0077/00-173.73 00 00IM 0773 354 E00 LOCATION: OVER LITTLE KANAWHA R, 0.50 MI N WV 95 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0350228 AMHERST INDUSTRIES, INC. $ 27,700.00 100.0000% 2 31-4444098 ALAN STONE CO., INC. $ 57,250.00 206.6787% 3 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 61,850.00 223.2851% 4 56-0694573 PHILLIPS AND JORDAN, INCORPORATED $ 249,750.00 901.6245% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0230240 COUNTIES : WOOD LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0350228 |(2) 31-4444098 |(3) 62-1345425 |AMHERST INDUSTRIES, INC. |ALAN STONE CO., INC. |BILCO CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REMOVE DEBRIS | | | 0005 201008-001 LUMP| 22700.00000 22700.00| 52250.00000 52250.00| 55350.00000 55350.00 DEBRIS REMOVAL | | | 0010 204001-000 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 6500.00000 6500.00 MOBILIZATION | | | SECTION TOTALS | $ 27,700.00| $ 57,250.00| $ 61,850.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 27,700.00| $ 57,250.00| $ 61,850.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0230240 COUNTIES : WOOD LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 56-0694573 | | |PHILLIPS AND JORDAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REMOVE DEBRIS | | | 0005 201008-001 LUMP| 222000.00000 222000.00| | DEBRIS REMOVAL | | | 0010 204001-000 LUMP| 27750.00000 27750.00| | MOBILIZATION | | | SECTION TOTALS | $ 249,750.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 249,750.00| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 0404861 COUNTIES : WOOD LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : INSTALL FOUNDATION PROTECTION PROJECT(S) : S354-0077/00-173.73 02 00IM 0773 363 E00 LOCATION: /LITTLE KANAWHA R, 0.50 MI N WV 95 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-4444098 ALAN STONE CO., INC. $ 224,500.00 100.0000% 2 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 224,700.00 100.0890% 3 55-0350228 AMHERST INDUSTRIES, INC. $ 275,500.00 122.7171% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0404861 COUNTIES : WOOD LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 31-4444098 |(2) 62-1345425 |(3) 55-0350228 |ALAN STONE CO., INC. |BILCO CONSTRUCTION COMPANY, |AMHERST INDUSTRIES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INSTALL FOUNDATION PROTECTION | | | 0005 204001-000 LUMP| 5000.00000 5000.00| 7500.00000 7500.00| 5000.00000 5000.00 MOBILIZATION | | | 0010 207009-000 LUMP| 49000.00000 49000.00| 59100.00000 59100.00| 22500.00000 22500.00 UNCLASSIFIED EXCAVATION | | | 0015 218006-000 3100.000 CY | 55.00000 170500.00| 51.00000 158100.00| 80.00000 248000.00 FOUNDATION PROTECTION | | | SECTION TOTALS | $ 224,500.00| $ 224,700.00| $ 275,500.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 224,500.00| $ 224,700.00| $ 275,500.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 0323408 COUNTIES : MARION LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : MAPLEWOOD DRIVE PROJECT(S) : S325-0250/00-005.60 00 LOCATION: 0.74 MILES SOUTH OF CO 250/79 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0575884 GROUND BREAKERS, INC. $ 46,000.00 100.0000% 2 55-0756636 JIM CONSTRUCTION, INC. $ 48,800.00 106.0869% 3 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 61,440.00 133.5652% 4 55-0579365 ROVER CONSTRUCTION, INC. $ 63,760.00 138.6086% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0323408 COUNTIES : MARION LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0575884 |(2) 55-0756636 |(3) 62-1345425 |GROUND BREAKERS, INC. |JIM CONSTRUCTION, INC. |BILCO CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REPLACE EXISTING CULVERT | | | 0005 604054-128 80.000 LF | 575.00000 46000.00| 610.00000 48800.00| 768.00000 61440.00 48 INCH JACKED CONDUIT, A36 STEEL PIPE, | | | 0.625" WALL THICKNESS | | | SECTION TOTALS | $ 46,000.00| $ 48,800.00| $ 61,440.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 46,000.00| $ 48,800.00| $ 61,440.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 007 -3 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0323408 COUNTIES : MARION LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0579365 | | |ROVER CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REPLACE EXISTING CULVERT | | | 0005 604054-128 80.000 LF | 797.00000 63760.00| | 48 INCH JACKED CONDUIT, A36 STEEL PIPE, | | | 0.625" WALL THICKNESS | | | SECTION TOTALS | $ 63,760.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 63,760.00| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 008 -1 VENDOR RANKING CALL ORDER : 008 CONTRACT ID : 0322541 COUNTIES : MARSHALL LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : MARSHALL COUNTY BUILDING DEMOLITION PROJECT(S) : U326-0MAR/SH-001.00 00 0NFA 2004 016 000 LOCATION: VARIOUS LOCATIONS 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0637084 BADGER CONST. CO., INC. $ 69,620.00 100.0000% 2 55-0674033 SMH CONSTRUCTION CO., INC. $ 99,300.00 142.6314% 3 55-0685025 ASTECH CORPORATION $ 112,900.00 162.1660% 55-0565719 J & R EXCAVATING, INC. IRREGULAR 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 008 -2 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0322541 COUNTIES : MARSHALL LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 55-0637084 |(2) 55-0674033 |(3) 55-0685025 |BADGER CONST. CO., INC. |SMH CONSTRUCTION CO., INC. |ASTECH CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BUILDING DEMOLITION | | | 0005 202001-000 1.000 LS | 6800.00000 6800.00| 7075.00000 7075.00| 8000.00000 8000.00 BUILDING DEMOLITION NUMBER, 2/1 | | | 0010 202001-000 1.000 LS | 800.00000 800.00| 880.00000 880.00| 1500.00000 1500.00 BUILDING DEMOLITION NUMBER, 2/2 | | | 0015 202001-000 1.000 LS | 400.00000 400.00| 180.00000 180.00| 1500.00000 1500.00 BUILDING DEMOLITION NUMBER, 1-1/1 | | | 0020 202001-000 1.000 LS | 3000.00000 3000.00| 4060.00000 4060.00| 8000.00000 8000.00 BUILDING DEMOLITION NUMBER, 4/1 | | | 0025 202001-000 1.000 LS | 800.00000 800.00| 720.00000 720.00| 2400.00000 2400.00 BUILDING DEMOLITION NUMBER, 4/2 | | | 0030 202001-000 1.000 LS | 10500.00000 10500.00| 21500.00000 21500.00| 16000.00000 16000.00 BUILDING DEMOLITION NUMBER, 7/1 | | | 0035 202001-000 1.000 LS | 7000.00000 7000.00| 3940.00000 3940.00| 10000.00000 10000.00 BUILDING DEMOLITION NUMBER, 2/1A | | | 0040 202001-000 1.000 LS | 4500.00000 4500.00| 4180.00000 4180.00| 9000.00000 9000.00 BUILDING DEMOLITION NUMBER, 6/1 | | | 0045 202001-000 1.000 LS | 500.00000 500.00| 180.00000 180.00| 2400.00000 2400.00 BUILDING DEMOLITION NUMBER, 6/2 | | | 0047 202001-000 1.000 LS | 6500.00000 6500.00| 6570.00000 6570.00| 8000.00000 8000.00 BUILDING DEMOLITION NUMBER, 7/1A | | | 0048 202001-000 1.000 LS | 8000.00000 8000.00| 10160.00000 10160.00| 18000.00000 18000.00 BUILDING DEMOLITION NUMBER, BLOCK | | | GARAGE - OHIO COUNTY | | | 0050 202002-000 LUMP| 700.00000 700.00| 1435.00000 1435.00| 1050.00000 1050.00 WATER WELL ABANDONMENT NUMBER, 2/4 | | | 0055 202002-000 LUMP| 700.00000 700.00| 1435.00000 1435.00| 1050.00000 1050.00 WATER WELL ABANDONMENT NUMBER, 4/4 | | | 0060 202002-000 LUMP| 700.00000 700.00| 1435.00000 1435.00| 1050.00000 1050.00 WATER WELL ABANDONMENT NUMBER, 7/3 | | | 0065 202002-000 LUMP| 700.00000 700.00| 1435.00000 1435.00| 1050.00000 1050.00 WATER WELL ABANDONMENT NUMBER, 2/2A | | | 0070 202002-000 LUMP| 700.00000 700.00| 1435.00000 1435.00| 1050.00000 1050.00 WATER WELL ABANDONMENT NUMBER, 6/4 | | | 0075 202003-000 LUMP| 500.00000 500.00| 715.00000 715.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 2/3 | | | 0080 202003-000 LUMP| 500.00000 500.00| 715.00000 715.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 4/3 | | | 0085 202003-000 LUMP| 500.00000 500.00| 715.00000 715.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 7/2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 008 -3 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0322541 COUNTIES : MARSHALL LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 55-0637084 |(2) 55-0674033 |(3) 55-0685025 |BADGER CONST. CO., INC. |SMH CONSTRUCTION CO., INC. |ASTECH CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 202003-000 LUMP| 500.00000 500.00| 715.00000 715.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 6/3 | | | 0092 202003-000 LUMP| 500.00000 500.00| 715.00000 715.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 7/3A | | | 0095 204001-000 LUMP| 1000.00000 1000.00| 5000.00000 5000.00| 4000.00000 4000.00 MOBILIZATION | | | 0100 681001-001 LUMP| 3520.00000 3520.00| 6990.00000 6990.00| 4500.00000 4500.00 ASBESTOS ABATEMENT, NUMBER 2/1A | | | 0105 681001-001 LUMP| 8000.00000 8000.00| 9380.00000 9380.00| 9000.00000 9000.00 ASBESTOS ABATEMENT, NUMBER 6/1 | | | 0110 681001-001 LUMP| 800.00000 800.00| 1910.00000 1910.00| 300.00000 300.00 ASBESTOS ABATEMENT, NUMBER 6/2 | | | 0111 681001-001 LUMP| 1500.00000 1500.00| 5825.00000 5825.00| 800.00000 800.00 ASBESTOS ABATEMENT, NUMBER BLOCK GARAGE | | | - OHIO COUNTY | | | SECTION TOTALS | $ 69,620.00| $ 99,300.00| $ 112,900.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 69,620.00| $ 99,300.00| $ 112,900.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -1 VENDOR RANKING CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : CORRIDOR H: US220 - FORT RUN PROJECT(S) : X316-000H/00-100.40 06 0APD 0484 251 C00 LOCATION: 0.16 MI W US 220 - 1.48 MI E US 220 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 25-1021993 TRUMBULL CORPORATION $ 22,793,574.93 100.0000% 2 55-0328627 J. F. ALLEN COMPANY $ 23,352,621.86 102.4526% 3 25-1355037 DICK CORPORATION $ 23,465,058.75 102.9459% 4 61-0874665 ELMO GREER & SONS, LLC $ 23,706,802.51 104.0065% 5 55-0575884 GROUND BREAKERS, INC. $ 23,939,933.91 105.0293% 6 55-0535003 KANAWHA STONE COMPANY, INC. $ 26,172,961.20 114.8260% 7 55-0345840 VECELLIO & GROGAN, INC. $ 30,405,404.58 133.3946% 25-0930077 JOSEPH B. FAY COMPANY IRREGULAR 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -2 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 25-1021993 |(2) 55-0328627 |(3) 25-1355037 |TRUMBULL CORPORATION |J. F. ALLEN COMPANY |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE, DRIAN & PAVE | | | 0005 201001-000 1.000 LS | 775000.00000 775000.00| 560143.35000 560143.35| 750000.00000 750000.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 8000.00000 8000.00| 1.00000 1.00| 1000.00000 1000.00 BUILDING DEMOLITION NUMBER, 35-1/1 | | | 0015 202001-000 1.000 LS | 800.00000 800.00| 1.00000 1.00| 1000.00000 1000.00 BUILDING DEMOLITION NUMBER, 35-1/2 | | | 0020 202001-000 1.000 LS | 3000.00000 3000.00| 1.00000 1.00| 1000.00000 1000.00 BUILDING DEMOLITION NUMBER, 35-2/1 | | | 0025 202001-000 1.000 LS | 7000.00000 7000.00| 1.00000 1.00| 1000.00000 1000.00 BUILDING DEMOLITION NUMBER, 36-1/1 | | | 0030 202001-000 1.000 LS | 7500.00000 7500.00| 1.00000 1.00| 1000.00000 1000.00 BUILDING DEMOLITION NUMBER, 41-1/1 | | | 0035 202001-000 1.000 LS | 4500.00000 4500.00| 1.00000 1.00| 1000.00000 1000.00 BUILDING DEMOLITION NUMBER, 41-1/2 | | | 0040 202001-000 1.000 LS | 1000.00000 1000.00| 1.00000 1.00| 1000.00000 1000.00 BUILDING DEMOLITION NUMBER, 41-1/3 | | | 0045 202001-000 1.000 LS | 1500.00000 1500.00| 1.00000 1.00| 1000.00000 1000.00 BUILDING DEMOLITION NUMBER, 41-A/1 | | | 0050 202002-000 LUMP| 1000.00000 1000.00| 1.00000 1.00| 500.00000 500.00 WATER WELL ABANDONMENT NUMBER, 35-1/4 | | | 0055 202003-000 LUMP| 750.00000 750.00| 1.00000 1.00| 1000.00000 1000.00 SEPTIC TANK ABANDONMENT NUMBER, 35-1/3 | | | 0060 204001-000 LUMP| 610000.00000 610000.00| 703023.00000 703023.00| 500000.00000 500000.00 MOBILIZATION | | | 0065 207001-001 1716700.000 CY | 2.70000 4635090.00| 2.87000 4926929.00| 2.90000 4978430.00 UNCLASSIFIED EXCAVATION | | | 0070 207002-000 20263.000 CY | 20.00000 405260.00| 20.60000 417417.80| 25.00000 506575.00 SUBGRADE | | | 0075 207034-000 164514.000 SY | 1.00000 164514.00| 0.93000 152998.02| 1.00000 164514.00 FABRIC FOR SEPARATION | | | 0080 208001-000 3.000 EA | 7500.00000 22500.00| 7125.00000 21375.00| 7000.00000 21000.00 STORAGE TANK REMOVAL | | | 0085 208002-000 3.000 EA | 1750.00000 5250.00| 1500.00000 4500.00| 4000.00000 12000.00 BACKFILLING UNDERGROUND STORAGE TANK | | | 0090 211002-000 20920.000 CY | 22.00000 460240.00| 17.85000 373422.00| 25.00000 523000.00 ROCK BORROW EXCAVATION | | | 0092 212001-000 300.000 CY | 25.00000 7500.00| 20.00000 6000.00| 40.00000 12000.00 STRUCTURE EXCAVATION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -3 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 25-1021993 |(2) 55-0328627 |(3) 25-1355037 |TRUMBULL CORPORATION |J. F. ALLEN COMPANY |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 212002-000 610.000 CY | 35.00000 21350.00| 30.00000 18300.00| 25.00000 15250.00 WET EXCAVATION | | | 0100 307001-000 8262.000 CY | 27.00000 223074.00| 25.75000 212746.50| 35.00000 289170.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0103 307001-000 13.000 CY | 42.00000 546.00| 150.00000 1950.00| 100.00000 1300.00 AGGREGATE BASE COURSE, CLASS 8 | | | 0105 307001-000 1162.000 CY | 32.00000 37184.00| 25.75000 29921.50| 35.00000 40670.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0110 311006-001 13630.000 CY | 57.00000 776910.00| 57.00000 776910.00| 45.00000 613350.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0115 408002-001 321.000 GA | 1.25000 401.25| 1.25000 401.25| 3.00000 963.00 BITUMINOUS MATERIAL | | | 0116 415005-001 75.000 SY | 15.00000 1125.00| 25.00000 1875.00| 80.00000 6000.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0118 501010-001 2.000 EA | 30000.00000 60000.00| 18800.00000 37600.00| 6000.00000 12000.00 BRIDGE APPROACH EXPANSION JOINT | | | (MODIFIED) | | | 0119 501010-001 4.000 EA | 2250.00000 9000.00| 2550.00000 10200.00| 3000.00000 12000.00 BRIDGE APPROACH EXPANSION JOINT | | | 0120 502001-012 1203.000 SY | 160.00000 192480.00| 130.00000 156390.00| 175.00000 210525.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0125 601002-001 149.000 CY | 725.00000 108025.00| 0.01000 1.49| 600.00000 89400.00 CLASS B CONCRETE | | | 0127 602001-001 2300.000 LB | 1.45000 3335.00| 1.20000 2760.00| 3.00000 6900.00 REINFORCING STEEL BAR | | | 0130 604012-057 160.000 LF | 255.00000 40800.00| 196.05000 31368.00| 110.00000 17600.00 66X51 INCH HALF BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE ARCH,| | | C5 | | | 0135 604016-057 2.000 EA | 3500.00000 7000.00| 1810.50000 3621.00| 1500.00000 3000.00 66X51 INCH CORRUGATED METAL PIPE ARCH | | | END SECTION | | | 0140 604020-099 88.000 LF | 1350.00000 118800.00| 945.00000 83160.00| 800.00000 70400.00 152X97 INCH STRUCTURAL PLATE PIPE ARCH, | | | D6 | | | 0145 605001-001 1.000 EA | 3500.00000 3500.00| 4500.00000 4500.00| 2300.00000 2300.00 TYPE A MANHOLE | | | 0150 605004-001 16.000 EA | 2000.00000 32000.00| 2250.00000 36000.00| 1800.00000 28800.00 TYPE B INLET | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -4 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 25-1021993 |(2) 55-0328627 |(3) 25-1355037 |TRUMBULL CORPORATION |J. F. ALLEN COMPANY |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0155 605009-001 32.000 EA | 2200.00000 70400.00| 2250.00000 72000.00| 2800.00000 89600.00 TYPE G INLET | | | 0165 606029-001 27212.000 LF | 5.75000 156469.00| 6.75000 183681.00| 6.00000 163272.00 FREE DRAINING BASE TRENCH | | | 0170 606030-001 4865.000 LF | 12.00000 58380.00| 11.50000 55947.50| 15.00000 72975.00 OUTLET PIPE, | | | 0175 607001-001 4975.000 LF | 11.70000 58207.50| 11.70000 58207.50| 12.00000 59700.00 TYPE 1 GUARDRAIL, CLASS I | | | 0180 607006-001 12.000 EA | 950.00000 11400.00| 950.00000 11400.00| 250.00000 3000.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0185 607030-001 5.000 EA | 550.00000 2750.00| 550.00000 2750.00| 500.00000 2500.00 SPECIAL TRAILING END TERMINAL | | | 0190 607065-001 7.000 EA | 1325.00000 9275.00| 1325.00000 9275.00| 1000.00000 7000.00 FLARED END TERMINAL | | | 0194 608001-004 4149.000 LF | 15.96000 66218.04| 15.96000 66218.04| 10.00000 41490.00 5 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0195 608002-001 16025.000 LF | 8.60000 137815.00| 8.60000 137815.00| 8.00000 128200.00 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0200 609001-001 843.000 SY | 35.00000 29505.00| 42.50000 35827.50| 40.00000 33720.00 CONCRETE SIDEWALK | | | 0205 609002-001 94.000 CY | 35.00000 3290.00| 49.00000 4606.00| 60.00000 5640.00 BED COURSE MATERIAL | | | 0210 610001-002 6668.000 LF | 14.00000 93352.00| 19.97000 133159.96| 18.00000 120024.00 PLAIN CONCRETE CURBING, TYPE II | | | 0213 610005-001 239.000 LF | 26.00000 6214.00| 26.00000 6214.00| 14.00000 3346.00 BITUMINOUS CURB, TYPE I | | | 0215 610006-005 5150.000 LF | 35.00000 180250.00| 62.00000 319300.00| 45.00000 231750.00 MEDIAN, TYPE V | | | 0220 633003-001 39.000 CY | 35.00000 1365.00| 100.00000 3900.00| 50.00000 1950.00 DUMPED ROCK GUTTER | | | 0222 636005-001 1.000 LS | 15000.00000 15000.00| 10000.00000 10000.00| 2500.00000 2500.00 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC ,DUMPLING RUN CROSSING | | | 0223 636005-001 1.000 LS | 0.01000 0.01| 1.00000 1.00| 2500.00000 2500.00 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC ,FORT RUN CROSSING | | | 0225 636007-001 1500.000 LF | 0.75000 1125.00| 0.75000 1125.00| 0.50000 750.00 ERADICATION OF PAVEMENT MARKING | | | 0230 636008-001 36000.000 LF | 0.10000 3600.00| 0.10000 3600.00| 0.15000 5400.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -5 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 25-1021993 |(2) 55-0328627 |(3) 25-1355037 |TRUMBULL CORPORATION |J. F. ALLEN COMPANY |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0235 636011-001 9340.000 UN | 0.88000 8219.20| 0.88000 8219.20| 2.00000 18680.00 TRAFFIC CONTROL DEVICE | | | 0240 636012-010 2.000 EA | 250.00000 500.00| 250.00000 500.00| 400.00000 800.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0245 636013-001 60.000 EA | 2.50000 150.00| 2.50000 150.00| 5.00000 300.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0250 636014-001 3000.000 HR | 48.00000 144000.00| 0.01000 30.00| 45.00000 135000.00 FLAGGER | | | 0255 636017-001 1250.000 LF | 25.00000 31250.00| 20.00000 25000.00| 16.00000 20000.00 TEMPORARY CONCRETE BARRIER | | | 0260 636022-001 360.000 DA | 45.00000 16200.00| 45.00000 16200.00| 65.00000 23400.00 CHANGAEBLE MESSAGE SIGN | | | 0265 636025-001 1080.000 DA | 1.00000 1080.00| 1.00000 1080.00| 1.50000 1620.00 WARNING LIGHTS, TYPE B | | | 0270 636025-001 2700.000 DA | 0.50000 1350.00| 0.50000 1350.00| 0.50000 1350.00 WARNING LIGHTS, TYPE C | | | 0275 637001-001 3453.000 MG | 1.00000 3453.00| 33.35000 115157.55| 10.00000 34530.00 WATER FOR DUST PALLIATIVE | | | 0280 639001-001 LUMP| 75000.00000 75000.00| 171600.00000 171600.00| 125000.00000 125000.00 CONSTRUCTION LAYOUT STAKE | | | 0285 640002-001 30.000 MO | 2250.00000 67500.00| 2250.00000 67500.00| 2500.00000 75000.00 LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0290 640003-001 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 5000.00000 5000.00 BUILDING EQUIPMENT | | | 0300 642001-001 9300.000 LF | 0.25000 2325.00| 0.50000 4650.00| 1.00000 9300.00 TEMPORARY BERM | | | 0305 642002-001 350.000 LF | 20.00000 7000.00| 25.00000 8750.00| 18.00000 6300.00 SLOPE DRAIN | | | 0310 642004-001 7166.000 LB | 0.10000 716.60| 0.10000 716.60| 2.00000 14332.00 SEED MIXTURE, TEMPORARY | | | 0315 642004-002 2962.000 LB | 2.00000 5924.00| 2.00000 5924.00| 1.00000 2962.00 SEED MIXTURE, B | | | 0320 642004-003 4204.000 LB | 5.00000 21020.00| 5.00000 21020.00| 5.00000 21020.00 SEED MIXTURE, D | | | 0325 642005-001 256.000 TN | 395.00000 101120.00| 395.00000 101120.00| 350.00000 89600.00 MULCH, STRAW OR HAY | | | 0330 642006-001 51.000 TN | 450.00000 22950.00| 450.00000 22950.00| 700.00000 35700.00 FERTILIZER | | | 0335 642009-001 17200.000 LF | 0.05000 860.00| 0.50000 8600.00| 1.00000 17200.00 CONTOUR DITCH | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -6 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 25-1021993 |(2) 55-0328627 |(3) 25-1355037 |TRUMBULL CORPORATION |J. F. ALLEN COMPANY |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 642010-001 192.000 TN | 15.00000 2880.00| 15.00000 2880.00| 10.00000 1920.00 AGRICULTURAL LIMESTONE | | | 0345 642011-001 1433.000 EA | 3.00000 4299.00| 7.50000 10747.50| 2.00000 2866.00 HAY OR STRAW BALE | | | 0350 642012-001 2400.000 LF | 3.75000 9000.00| 2.50000 6000.00| 3.00000 7200.00 SILT FENCE | | | 0355 642015-001 3064.000 LF | 7.00000 21448.00| 5.00000 15320.00| 7.00000 21448.00 SUPER SILT FENCE | | | 0360 642031-001 197.000 EA | 50.00000 9850.00| 100.00000 19700.00| 100.00000 19700.00 DITCH CHECK | | | 0365 642033-001 1600.000 CY | 7.00000 11200.00| 5.00000 8000.00| 4.00000 6400.00 SEDIMENT TRAP | | | 0370 642042-001 9.000 EA | 200.00000 1800.00| 225.00000 2025.00| 200.00000 1800.00 FLOCCULANT BLOCK, | | | 0375 642043-001 12.000 EA | 60.00000 720.00| 200.00000 2400.00| 150.00000 1800.00 PREMANUFACTURED DITCH CHECK, | | | 0380 652001-001 35.000 TN | 60.00000 2100.00| 60.00000 2100.00| 10.00000 350.00 AGRICULTURAL LIMESTONE | | | 0385 652002-001 35.000 TN | 1670.00000 58450.00| 1670.00000 58450.00| 1200.00000 42000.00 FERTILIZER, 10-20-10 | | | 0390 652003-001 3747.000 LB | 2.00000 7494.00| 2.00000 7494.00| 1.00000 3747.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0395 652003-002 3449.000 LB | 5.00000 17245.00| 5.00000 17245.00| 5.00000 17245.00 SEED MIXTURE, D | | | 0400 652004-001 462.000 TN | 100.00000 46200.00| 100.00000 46200.00| 200.00000 92400.00 STRAW OR HAY MULCH | | | 0405 655001-001 23524.000 SY | 0.50000 11762.00| 0.50000 11762.00| 1.50000 35286.00 MATTING | | | 0410 655002-001 3184.000 SY | 4.50000 14328.00| 4.50000 14328.00| 3.50000 11144.00 PERMANENT EROSION MATTING, TYPE A | | | 0415 664001-008 2.000 EA | 5625.00000 11250.00| 4100.00000 8200.00| 6000.00000 12000.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 0420 665004-001 1.000 EA | 1200.00000 1200.00| 500.00000 500.00| 2500.00000 2500.00 WATER WELL SURVEY | | | 0422 665011-001 LUMP| 20000.00000 20000.00| 10000.00000 10000.00| 2500.00000 2500.00 INSTALL RAILROAD CROSSING SURFACE, | | | TEMPORARY | | | 0425 401001-011 AA1 16696.000 TN | 44.00000 734624.00| 44.00000 734624.00| 42.00000 701232.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -7 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 25-1021993 |(2) 55-0328627 |(3) 25-1355037 |TRUMBULL CORPORATION |J. F. ALLEN COMPANY |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 401001-012 AA2 15193.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0435 401001-011 BB1 61249.000 TN | 38.00000 2327462.00| 38.00000 2327462.00| 40.00000 2449960.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0440 401001-012 BB2 55737.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0445 402001-011 CC1 10668.000 TN | 55.55000 592607.40| 55.55000 592607.40| 51.00000 544068.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0450 402001-012 CC2 9708.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0455 604076-016 DD1 422.000 LF | 45.00000 18990.00| 39.00000 16458.00| 60.00000 25320.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0460 604009-016 DD1 3.000 EA | 550.00000 1650.00| 143.80000 431.40| 140.00000 420.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0465 604025-016 DD2 422.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A7 | | | 0470 604028-016 DD2 3.000 EA | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION, | | | 0475 604076-016 EE1 1461.000 LF | 45.00000 65745.00| 39.00000 56979.00| 35.00000 51135.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0480 604009-016 EE1 2.000 EA | 550.00000 1100.00| 143.80000 287.60| 140.00000 280.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0485 604025-016 EE2 1461.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A7 | | | 0490 604028-016 EE2 2.000 EA | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION, | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -8 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 25-1021993 |(2) 55-0328627 |(3) 25-1355037 |TRUMBULL CORPORATION |J. F. ALLEN COMPANY |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0495 604037-016 EE3 1461.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0500 604038-016 EE3 2.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0505 604076-016 FF1 28.000 LF | 45.00000 1260.00| 39.00000 1092.00| 40.00000 1120.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0510 604072-116 FF1 2.000 EA | 850.00000 1700.00| 679.25000 1358.50| 450.00000 900.00 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0515 604037-016 FF2 28.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0520 604071-016 FF2 2.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0525 604076-020 GG1 1436.000 LF | 45.00000 64620.00| 45.20000 64907.20| 50.00000 71800.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0530 604009-020 GG1 4.000 EA | 457.00000 1828.00| 202.35000 809.40| 200.00000 800.00 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0535 604025-020 GG2 1436.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A7 | | | 0540 604028-020 GG2 4.000 EA | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION, | | | 0545 604076-020 HH1 1318.000 LF | 45.00000 59310.00| 45.20000 59573.60| 45.00000 59310.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0550 604009-020 HH1 5.000 EA | 600.00000 3000.00| 202.35000 1011.75| 200.00000 1000.00 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0555 604025-020 HH2 1318.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A7 | | | 0560 604028-020 HH2 5.000 EA | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION, | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -9 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 25-1021993 |(2) 55-0328627 |(3) 25-1355037 |TRUMBULL CORPORATION |J. F. ALLEN COMPANY |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0565 604037-020 HH3 1318.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0566 604038-020 HH3 5.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0570 604076-020 JJ1 181.000 LF | 45.00000 8145.00| 45.20000 8181.20| 40.00000 7240.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0575 604072-120 JJ1 3.000 EA | 950.00000 2850.00| 875.30000 2625.90| 550.00000 1650.00 24 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0580 604037-020 JJ2 181.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0585 604071-020 JJ2 3.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0590 604076-022 KK1 180.000 LF | 55.00000 9900.00| 61.35000 11043.00| 65.00000 11700.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B2 | | | 0595 604037-022 KK2 180.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0600 604076-022 LL1 175.000 LF | 55.00000 9625.00| 61.35000 10736.25| 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0605 604025-022 LL2 175.000 LF | | | 95.00000 16625.00 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B2 | | | 0610 604037-022 LL3 175.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0615 604076-024 MM1 246.000 LF | 60.00000 14760.00| 67.20000 16531.20| 75.00000 18450.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B2 | | | 0620 604037-024 MM2 246.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0625 604076-024 NN1 940.000 LF | 60.00000 56400.00| 67.20000 63168.00| 90.00000 84600.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -10 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 25-1021993 |(2) 55-0328627 |(3) 25-1355037 |TRUMBULL CORPORATION |J. F. ALLEN COMPANY |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0630 604009-024 NN1 4.000 EA | 900.00000 3600.00| 490.50000 1962.00| 450.00000 1800.00 36 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0635 604025-024 NN2 940.000 LF | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B2 | | | 0640 604028-024 NN2 4.000 EA | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION, | | | 0645 604076-026 PP1 769.000 LF | 70.00000 53830.00| 78.45000 60328.05| 95.00000 73055.00 42 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B7 | | | 0650 604037-026 PP2 769.000 LF | | | 42 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0655 604076-028 QQ1 625.000 LF | 90.00000 56250.00| 107.25000 67031.25| 125.00000 78125.00 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, C7 | | | 0660 604037-028 QQ2 625.000 LF | | | 48 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0665 604076-036 RR1 1755.000 LF | 240.00000 421200.00| 287.20000 504036.00| 250.00000 438750.00 72 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B3 | | | 0670 604025-036 RR2 1755.000 LF | | | 72 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | D3 | | | 0675 636002-001 SS1 1488.000 TN | 15.00000 22320.00| 15.10000 22468.80| 15.00000 22320.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0680 636002-002 SS2 1354.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 14,960,170.00| $ 15,143,132.76| $ 15,453,024.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 SEDIMENT BASINS | | | 0685 207001-001 2702.000 CY | 4.50000 12159.00| 5.85000 15806.70| 8.00000 21616.00 UNCLASSIFIED EXCAVATION | | | 0690 207034-000 2410.000 SY | 1.00000 2410.00| 1.50000 3615.00| 2.00000 4820.00 FABRIC FOR SEPARATION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -11 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 25-1021993 |(2) 55-0328627 |(3) 25-1355037 |TRUMBULL CORPORATION |J. F. ALLEN COMPANY |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0695 211001-000 8181.000 CY | 5.50000 44995.50| 0.01000 81.81| 4.00000 32724.00 UNCLASSIFIED BORROW EXCAVATION | | | 0700 211008-000 5177.000 TN | 15.00000 77655.00| 22.35000 115705.95| 15.00000 77655.00 ROCK BORROW EXCAVATION | | | 0705 211017-001 6400.000 SF | 5.50000 35200.00| 1.50000 9600.00| 9.00000 57600.00 IMPERVIOUS CORE | | | 0710 604076-020 110.000 LF | 55.00000 6050.00| 50.00000 5500.00| 40.00000 4400.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0715 639001-001 LUMP| 5000.00000 5000.00| 2500.00000 2500.00| 20000.00000 20000.00 CONSTRUCTION LAYOUT STAKE | | | 0720 642035-001 3.000 EA | 4000.00000 12000.00| 4279.30000 12837.90| 1200.00000 3600.00 RISER | | | 0725 642036-001 4451.000 CY | 5.00000 22255.00| 0.01000 44.51| 7.00000 31157.00 SEDIMENT REMOVAL | | | SECTION TOTALS | $ 217,724.50| $ 165,691.87| $ 253,572.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 SANITARY SEWER RELOCATION | | | 0730 639001-001 LUMP| 5000.00000 5000.00| 2500.00000 2500.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKE | | | 0735 675007-022 985.000 LF | 30.00000 29550.00| 30.00000 29550.00| 45.00000 44325.00 8 INCH PLASTIC SEWER PIPE | | | 0740 675014-001 7.000 EA | 4000.00000 28000.00| 2400.00000 16800.00| 2200.00000 15400.00 MANHOLE COMPLETE, INCLUDING CASTING | | | 0745 675015-001 3.000 EA | 5500.00000 16500.00| 4000.00000 12000.00| 3500.00000 10500.00 DROP MANHOLE COMPLETE, INCLUDING CASTING| | | 0750 675021-320 129.000 LF | 90.00000 11610.00| 100.00000 12900.00| 100.00000 12900.00 18 INCH STEEL CASING PIPE, THICKNESS | | | 0.375 INCH | | | SECTION TOTALS | $ 90,660.00| $ 73,750.00| $ 93,125.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 FORCE MAIN | | | 0755 639001-001 LUMP| 5000.00000 5000.00| 2500.00000 2500.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKE | | | 0760 675007-018 1885.000 LF | 25.00000 47125.00| 26.00000 49010.00| 12.00000 22620.00 4 INCH PLASTIC SEWER PIPE ,SDR21, | | | 200PSI RATING, PUSH-ON JOINT | | | 0765 675025-001 1.000 EA | 2000.00000 2000.00| 1800.00000 1800.00| 3000.00000 3000.00 SPECIAL STRUCTURE ,AIR RELEASE VALVE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -12 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 25-1021993 |(2) 55-0328627 |(3) 25-1355037 |TRUMBULL CORPORATION |J. F. ALLEN COMPANY |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 54,125.00| $ 53,310.00| $ 35,620.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 SIGNALS | | | 0770 660001-001 LUMP| 9500.00000 9500.00| 9500.00000 9500.00| 9900.00000 9900.00 SIGNAL CONTROLLER (01) | | | 0775 660002-005 6.000 EA | 250.00000 1500.00| 250.00000 1500.00| 260.00000 1560.00 TRAFFIC DETECTOR, LPS-C | | | 0780 660003-006 22.000 EA | 275.00000 6050.00| 275.00000 6050.00| 285.00000 6270.00 SIGNAL SECTION, V-12 | | | 0785 660003-008 6.000 EA | 250.00000 1500.00| 250.00000 1500.00| 260.00000 1560.00 SIGNAL SECTION, V-8 | | | 0790 660004-040 2.000 EA | 7250.00000 14500.00| 7250.00000 14500.00| 7500.00000 15000.00 SIGNAL SUPPORT, C1 | | | 0795 660004-042 2.000 EA | 7500.00000 15000.00| 7500.00000 15000.00| 7800.00000 15600.00 SIGNAL SUPPORT, C1L | | | 0800 660005-010 4.000 EA | 1000.00000 4000.00| 1000.00000 4000.00| 1000.00000 4000.00 JUNCTION BOX, TYPE H | | | 0805 660007-001 LUMP| 25500.00000 25500.00| 25500.00000 25500.00| 25000.00000 25000.00 MISCELLANEOUS SIGNAL 01 | | | SECTION TOTALS | $ 77,550.00| $ 77,550.00| $ 78,890.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 SIGNING & PAVEMENT MARKINGS | | | 0810 657006-001 308.000 LF | 30.00000 9240.00| 30.00000 9240.00| 30.00000 9240.00 S4X7.7, A-441 SUPPORT, GALVANIZED | | | 0815 657006-005 149.000 LF | 39.00000 5811.00| 39.00000 5811.00| 39.00000 5811.00 W6X12, A-441 SUPPORT, GALVANIZED | | | 0820 657006-010 81.000 LF | 46.00000 3726.00| 46.00000 3726.00| 46.00000 3726.00 W8X18, A-441 SUPPORT, GALVANIZED | | | 0824 657008-001 137.000 LF | 8.00000 1096.00| 8.00000 1096.00| 8.00000 1096.00 2.00 LB CHANNEL POST | | | 0825 657010-001 1916.000 LF | 10.00000 19160.00| 10.00000 19160.00| 10.00000 19160.00 3.00 LB CHANNEL POST | | | 0826 657012-001 76.000 LF | 12.00000 912.00| 12.00000 912.00| 12.00000 912.00 4.00 LB BACK TO BACK CHANNEL POST | | | 0830 657017-001 16.500 CY | 1750.00000 28875.00| 1750.00000 28875.00| 1750.00000 28875.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0835 661001-001 1331.000 SF | 20.00000 26620.00| 20.00000 26620.00| 20.00000 26620.00 0.080 IN FLAT SHEET SIGN | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -13 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 25-1021993 |(2) 55-0328627 |(3) 25-1355037 |TRUMBULL CORPORATION |J. F. ALLEN COMPANY |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0840 661002-001 770.000 SF | 29.50000 22715.00| 29.50000 22715.00| 30.00000 23100.00 EXTRUDED PANEL SIGN | | | 0841 661004-001 7.000 EA | 4.00000 28.00| 4.00000 28.00| 25.00000 175.00 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | WHITE | | | 0842 661006-001 16.000 UN | 35.00000 560.00| 35.00000 560.00| 20.00000 320.00 DELINEATOR, NINE PER UNIT, AMBER | | | 0843 661007-001 8.000 UN | 25.00000 200.00| 25.00000 200.00| 6.00000 48.00 DELINEATOR, THREE PER UNIT, AMBER | | | 0844 661008-001 2.000 EA | 75.00000 150.00| 75.00000 150.00| 5.00000 10.00 DELINEATOR BRACKET, TYPE A | | | 0845 661013-001 133.000 EA | 20.00000 2660.00| 20.00000 2660.00| 25.00000 3325.00 PLASTIC DELINEATOR POST, WHITE | | | 0846 663001-004 33230.000 LF | 0.07000 2326.10| 0.07000 2326.10| 0.10000 3323.00 EDGE LINE, TYPE II WHITE | | | 0850 663001-004 23150.000 LF | 0.07000 1620.50| 0.07000 1620.50| 0.10000 2315.00 EDGE LINE, TYPE II YELLOW | | | 0855 663002-005 4785.000 LF | 0.07000 334.95| 0.07000 334.95| 0.15000 717.75 LANE LINE OR CENTERLINE, TYPE II WHITE | | | 0860 663003-005 6710.000 LF | 0.07000 469.70| 0.07000 469.70| 0.10000 671.00 BARRIER LINE, TYPE II | | | 0865 663004-004 2100.000 LF | 0.20000 420.00| 0.20000 420.00| 0.25000 525.00 CHANNELIZING LINE, TYPE II | | | 0870 663005-010 293.000 LF | 9.75000 2856.75| 9.75000 2856.75| 9.00000 2637.00 STOP LINE, TYPE V (24") | | | 0875 663006-010 336.000 LF | 3.00000 1008.00| 3.00000 1008.00| 3.25000 1092.00 CROSSWALK LINE, TYPE V (6") | | | 0880 663007-010 735.000 LF | 9.75000 7166.25| 9.75000 7166.25| 9.00000 6615.00 STRIPE, TYPE V WHITE (24") | | | 0885 663007-010 220.000 LF | 5.00000 1100.00| 5.00000 1100.00| 5.00000 1100.00 STRIPE, TYPE V WHITE (12") | | | 0890 663007-010 3137.000 LF | 5.00000 15685.00| 5.00000 15685.00| 5.00000 15685.00 STRIPE, TYPE V YELLOW (12") | | | 0895 663010-010 27.000 EA | 140.00000 3780.00| 140.00000 3780.00| 140.00000 3780.00 LANE ARROW, TYPE V | | | 0900 663011-010 36.000 EA | 40.00000 1440.00| 40.00000 1440.00| 40.00000 1440.00 LANE LETTER, TYPE V | | | 0901 663012-208 226.000 EA | 17.50000 3955.00| 17.50000 3955.00| 20.00000 4520.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -14 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 25-1021993 |(2) 55-0328627 |(3) 25-1355037 |TRUMBULL CORPORATION |J. F. ALLEN COMPANY |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 163,915.25| $ 163,915.25| $ 166,838.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 HIGHWAY LIGHTING | | | 0905 662002-001 LUMP| 107500.00000 107500.00| 107500.00000 107500.00| 100000.00000 100000.00 GALVANIZED STEEL CONDUIT 01 | | | 0910 662006-001 5.000 EA | 450.00000 2250.00| 450.00000 2250.00| 450.00000 2250.00 JUNCTION BOX, TYPE A MODIFIED | | | 0915 662006-001 16.000 EA | 1150.00000 18400.00| 1150.00000 18400.00| 1200.00000 19200.00 JUNCTION BOX, TYPE H, 18 INCH X 18 INCH | | | 0920 662007-001 26.000 EA | 375.00000 9750.00| 375.00000 9750.00| 400.00000 10400.00 LUMINAIRE, 250W | | | 0925 662008-001 1.000 LS | 47500.00000 47500.00| 47500.00000 47500.00| 40000.00000 40000.00 CABLE, 01 | | | 0930 662010-001 2.000 EA | 3250.00000 6500.00| 3250.00000 6500.00| 3300.00000 6600.00 LIGHTING SUPPORT, TYPE I, (40-10) | | | 0935 662010-001 9.000 EA | 3500.00000 31500.00| 3500.00000 31500.00| 3600.00000 32400.00 LIGHTING SUPPORT, TYPE I, (40-15) | | | 0940 662010-001 13.000 EA | 3750.00000 48750.00| 3750.00000 48750.00| 2900.00000 37700.00 LIGHTING SUPPORT, TYPE I, (40-20) | | | 0945 662013-001 LUMP| 6950.00000 6950.00| 6950.00000 6950.00| 7200.00000 7200.00 SERVICE AND CONTROL STATION, 01 | | | 0950 662014-001 LUMP| 9950.00000 9950.00| 9950.00000 9950.00| 10000.00000 10000.00 INCIDENTAL ELECTRICAL WORK | | | 0955 662015-001 1.000 LS | 150.00000 150.00| 150.00000 150.00| 200.00000 200.00 ELECTRICAL TEST, | | | SECTION TOTALS | $ 289,200.00| $ 289,200.00| $ 265,950.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 BRIDGE #10443 | | | 0960 212005-000 90.000 CY | 45.00000 4050.00| 75.00000 6750.00| 50.00000 4500.00 SELECT MATERIAL FOR BACKFILLING | | | 0965 601002-001 127.000 CY | 500.00000 63500.00| 550.00000 69850.00| 450.00000 57150.00 CLASS B CONCRETE | | | 0970 601009-001 442.000 CY | 525.00000 232050.00| 615.00000 271830.00| 550.00000 243100.00 CLASS H CONCRETE | | | 0975 601009-003 36.000 CY | 750.00000 27000.00| 1000.00000 36000.00| 1200.00000 43200.00 CLASS H CONCRETE, ARCHITECTURAL | | | 0977 601014-001 LUMP| 2750.00000 2750.00| 5000.00000 5000.00| 2500.00000 2500.00 TEST SLAB | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -15 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 25-1021993 |(2) 55-0328627 |(3) 25-1355037 |TRUMBULL CORPORATION |J. F. ALLEN COMPANY |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0980 602002-001 87888.000 LB | 1.15000 101071.20| 1.10000 96676.80| 1.00000 87888.00 EPOXY COATED REINFORCING STEEL BAR | | | 0985 615001-001 1.000 LS | 400000.00000 400000.00| 443700.00000 443700.00| 450000.00000 450000.00 STEEL SUPERSTRUCTURE | | | 0990 616005-018 641.000 LF | 75.00000 48075.00| 80.00000 51280.00| 75.00000 48075.00 HP14X73 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0995 617003-001 435.000 LF | 40.00000 17400.00| 70.00000 30450.00| 70.00000 30450.00 ALUMINUM RAILING , ANODIZED | | | 1000 627017-001 14.000 LF | 75.00000 1050.00| 40.00000 560.00| 80.00000 1120.00 INSTALL SILICONE EXPANSION JOINT SYSTEM | | | 1005 639001-001 LUMP| 5000.00000 5000.00| 15000.00000 15000.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKE | | | 1010 662002-001 LUMP| 3250.00000 3250.00| 4000.00000 4000.00| 3000.00000 3000.00 GALVANIZED STEEL CONDUIT | | | 1015 662006-001 1.000 EA | 450.00000 450.00| 500.00000 500.00| 450.00000 450.00 JUNCTION BOX, TYPE A (MODIFIED) | | | 1025 626002-001 TT1 7048.000 SF | 50.00000 352400.00| | MSE RETAINING WALL, RETAINED EARTH | | | 1030 626002-002 TT2 7048.000 SF | | 48.00000 338304.00| 50.00000 352400.00 MSE RETAINING WALL, REINFORCED EARTH | | | 1035 626002-003 TT3 7048.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 1040 626002-004 TT4 7048.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 1045 626002-005 TT5 7048.000 SF | | | MSE RETAINING WALL, ARES | | | SECTION TOTALS | $ 1,258,046.20| $ 1,369,900.80| $ 1,333,833.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 BRIDGE #10444 | | | 1050 212001-000 186.000 CY | 45.00000 8370.00| 10.00000 1860.00| 20.00000 3720.00 STRUCTURE EXCAVATION | | | 1055 212005-000 91.000 CY | 45.00000 4095.00| 75.00000 6825.00| 50.00000 4550.00 SELECT MATERIAL FOR BACKFILLING | | | 1060 601002-001 145.000 CY | 550.00000 79750.00| 550.00000 79750.00| 450.00000 65250.00 CLASS B CONCRETE | | | 1065 601009-001 329.000 CY | 575.00000 189175.00| 615.00000 202335.00| 550.00000 180950.00 CLASS H CONCRETE | | | 1070 601009-003 25.000 CY | 750.00000 18750.00| 1000.00000 25000.00| 1200.00000 30000.00 CLASS H CONCRETE, ARCHITECTURAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -16 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 25-1021993 |(2) 55-0328627 |(3) 25-1355037 |TRUMBULL CORPORATION |J. F. ALLEN COMPANY |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1075 601014-001 LUMP| 2750.00000 2750.00| 5000.00000 5000.00| 2500.00000 2500.00 TEST SLAB | | | 1080 602001-001 27056.000 LB | 1.05000 28408.80| 1.00000 27056.00| 1.00000 27056.00 REINFORCING STEEL BAR | | | 1085 602002-001 56950.000 LB | 1.15000 65492.50| 1.10000 62645.00| 1.00000 56950.00 EPOXY COATED REINFORCING STEEL BAR | | | 1090 615001-001 1.000 LS | 300000.00000 300000.00| 302600.00000 302600.00| 325000.00000 325000.00 STEEL SUPERSTRUCTURE | | | 1095 615029-001 20.000 EA | 325.00000 6500.00| 400.00000 8000.00| 2000.00000 40000.00 NON-GUIDED BEARING, | | | 1100 617003-001 276.000 LF | 40.00000 11040.00| 70.00000 19320.00| 70.00000 19320.00 ALUMINUM RAILING ,ANODIZED | | | 1105 625001-012 147.000 LF | 350.00000 51450.00| 604.00000 88788.00| 275.00000 40425.00 36 INCH DIAMETER DRILLED CAISSONS | | | 1110 625003-010 164.000 LF | 600.00000 98400.00| 242.00000 39688.00| 575.00000 94300.00 30 INCH ROCK SOCKET FOUNDATION | | | 1115 625004-012 LUMP| 18500.00000 18500.00| 28000.00000 28000.00| 40000.00000 40000.00 36 INCH DRILLED CAISSON TEST HOLE | | | 1120 639001-001 LUMP| 5000.00000 5000.00| 15000.00000 15000.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKE | | | 1125 662002-001 LUMP| 9500.00000 9500.00| 10500.00000 10500.00| 7500.00000 7500.00 GALVANIZED STEEL CONDUIT | | | SECTION TOTALS | $ 897,181.30| $ 922,367.00| $ 947,521.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 BRIDGE #10445 | | | 1130 212001-000 400.000 CY | 45.00000 18000.00| 10.00000 4000.00| 60.00000 24000.00 STRUCTURE EXCAVATION | | | 1135 212005-000 140.000 CY | 45.00000 6300.00| 72.00000 10080.00| 50.00000 7000.00 SELECT MATERIAL FOR BACKFILLING | | | 1137 218004-001 1250.000 SY | 25.00000 31250.00| 30.00000 37500.00| 30.00000 37500.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 1140 601002-001 633.000 CY | 550.00000 348150.00| 525.00000 332325.00| 450.00000 284850.00 CLASS B CONCRETE | | | 1145 601009-001 1969.000 CY | 530.00000 1043570.00| 575.00000 1132175.00| 500.00000 984500.00 CLASS H CONCRETE | | | 1150 601009-003 101.000 CY | 800.00000 80800.00| 750.00000 75750.00| 1200.00000 121200.00 CLASS H CONCRETE, ARCHITECTURAL | | | 1155 601014-001 LUMP| 2750.00000 2750.00| 5000.00000 5000.00| 2500.00000 2500.00 TEST SLAB | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -17 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 25-1021993 |(2) 55-0328627 |(3) 25-1355037 |TRUMBULL CORPORATION |J. F. ALLEN COMPANY |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1160 602001-001 112539.000 LB | 1.05000 118165.95| 0.90000 101285.10| 1.00000 112539.00 REINFORCING STEEL BAR | | | 1165 602002-001 347949.000 LB | 1.15000 400141.35| 1.10000 382743.90| 1.00000 347949.00 EPOXY COATED REINFORCING STEEL BAR | | | 1170 615001-001 1.000 LS | 1650000.00000 1650000.00| 1853700.00000 1853700.00| 1800000.00000 1800000.00 STEEL SUPERSTRUCTURE | | | 1171 615028-001 16.000 EA | 550.00000 8800.00| 500.00000 8000.00| 2000.00000 32000.00 GUIDED BEARING, | | | 1172 615029-001 16.000 EA | 425.00000 6800.00| 500.00000 8000.00| 2000.00000 32000.00 NON-GUIDED BEARING, | | | 1173 615030-001 8.000 EA | 500.00000 4000.00| 500.00000 4000.00| 2000.00000 16000.00 FIXED BEARING, | | | 1175 617003-001 1305.000 LF | 40.00000 52200.00| 66.00000 86130.00| 70.00000 91350.00 ALUMINUM RAILING , ANODIZED | | | 1180 625001-016 409.000 LF | 450.00000 184050.00| 507.00000 207363.00| 300.00000 122700.00 48 INCH DIAMETER DRILLED CAISSONS | | | 1185 625001-020 192.000 LF | 550.00000 105600.00| 847.00000 162624.00| 450.00000 86400.00 60 INCH DIAMETER DRILLED CAISSONS | | | 1190 625003-014 89.000 LF | 800.00000 71200.00| 265.00000 23585.00| 800.00000 71200.00 42 INCH ROCK SOCKET FOUNDATION | | | 1195 625003-018 161.000 LF | 900.00000 144900.00| 437.00000 70357.00| 1000.00000 161000.00 54 INCH ROCK SOCKET FOUNDATION | | | 1200 625004-020 LUMP| 21500.00000 21500.00| 35460.00000 35460.00| 40000.00000 40000.00 60 INCH DRILLED CAISSON TEST HOLE | | | 1205 639001-001 LUMP| 5000.00000 5000.00| 20000.00000 20000.00| 40000.00000 40000.00 CONSTRUCTION LAYOUT STAKE | | | 1210 662002-001 LUMP| 27500.00000 27500.00| 30300.00000 30300.00| 20000.00000 20000.00 GALVANIZED STEEL CONDUIT | | | 1215 662006-001 4.000 EA | 1800.00000 7200.00| 500.00000 2000.00| 450.00000 1800.00 JUNCTION BOX, TYPE A (MODIFIED) | | | SECTION TOTALS | $ 4,337,877.30| $ 4,592,378.00| $ 4,436,488.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 STREAM STABILIZATION | | | 1220 201001-000 1.000 LS | 10000.00000 10000.00| 2500.00000 2500.00| 5000.00000 5000.00 CLEARING AND GRUBBING | | | 1224 207001-001 31.000 CY | 10.00000 310.00| 50.00000 1550.00| 30.00000 930.00 UNCLASSIFIED EXCAVATION , SCOUR POOL | | | 1225 207001-001 865.000 CY | 10.00000 8650.00| 15.00000 12975.00| 15.00000 12975.00 UNCLASSIFIED EXCAVATION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -18 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 25-1021993 |(2) 55-0328627 |(3) 25-1355037 |TRUMBULL CORPORATION |J. F. ALLEN COMPANY |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1235 639001-001 LUMP| 5000.00000 5000.00| 2500.00000 2500.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKE | | | 1240 641010-001 432.000 EA | 2.82000 1218.24| 2.82000 1218.24| 3.00000 1296.00 LIVE PLANT CUTTINGS, 2FT. LIVE STAKE | | | 1241 641021-001 168.000 CY | 80.00000 13440.00| 100.00000 16800.00| 75.00000 12600.00 ROCK J-HOOK, | | | 1242 652003-003 23.000 LB | 70.00000 1610.00| 4.90000 112.70| 5.00000 115.00 SEED MIXTURE, WETLAND, | | | 1243 655002-001 720.000 SY | 6.00000 4320.00| 7.23000 5205.60| 3.00000 2160.00 PERMANENT EROSION MATTING, TYPE B | | | SECTION TOTALS | $ 44,548.24| $ 42,861.54| $ 45,076.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0012 WATERLINE RELOCATION | | | 1244 639001-001 LUMP| 5000.00000 5000.00| 2500.00000 2500.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | 1245 670004-222 100.000 LF | 65.00000 6500.00| 45.00000 4500.00| 50.00000 5000.00 8 INCH DUCTILE IRON PIPE, TYPE II, | | | CLASS 52 | | | 1250 670007-004 70.000 LF | 65.00000 4550.00| 17.00000 1190.00| 10.00000 700.00 3/4 INCH PLASTIC PIPE, CLASS 200 | | | 1255 670007-022 1820.000 LF | 30.00000 54600.00| 40.00000 72800.00| 25.00000 45500.00 8 INCH PLASTIC PIPE, CLASS 200 | | | 1260 670010-300 234.000 LF | 100.00000 23400.00| 85.00000 19890.00| 50.00000 11700.00 16 INCH STEEL CASING PIPE, THICKNESS | | | 0.1875 INCH | | | 1265 670015-040 1.000 EA | 1250.00000 1250.00| 1300.00000 1300.00| 900.00000 900.00 3/4 INCH METER ,HIGH PRESSURE SETTING | | | 1270 670019-221 2.000 EA | 2750.00000 5500.00| 3600.00000 7200.00| 1500.00000 3000.00 8 INCH SPECIAL VALVE, TAP AND SLEEVE | | | WITH BOX | | | SECTION TOTALS | $ 100,800.00| $ 109,380.00| $ 71,800.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0013 LANDSCAPING | | | 1275 639001-001 LUMP| 5000.00000 5000.00| 2500.00000 2500.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | 1285 642011-001 3740.000 EA | 9.00000 33660.00| 7.50000 28050.00| 5.00000 18700.00 HAY OR STRAW BALE | | | 1290 651001-001 22207.000 CY | 8.00000 177656.00| 10.50000 233173.50| 8.00000 177656.00 FURNISHING AND PLACING TOPSOIL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -19 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 25-1021993 |(2) 55-0328627 |(3) 25-1355037 |TRUMBULL CORPORATION |J. F. ALLEN COMPANY |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1295 653001-001 350.000 EA | 10.79000 3776.50| 10.79000 3776.50| 10.00000 3500.00 VINES, FAST GROWING, PARTHENOCISSUS | | | QUINQUEFOLIA | | | 1300 653001-001 350.000 EA | 10.79000 3776.50| 10.79000 3776.50| 10.00000 3500.00 VINES, FAST GROWING, VITIS AESTIVALIS | | | 1305 654001-001 29.000 EA | 63.03000 1827.87| 63.03000 1827.87| 65.00000 1885.00 TREE, DECIDUOUS, ACER RUBRUM | | | 1310 654001-001 13.000 EA | 69.53000 903.89| 69.53000 903.89| 70.00000 910.00 TREE, DECIDUOUS, BETULA LENTA | | | 1315 654001-001 38.000 EA | 81.23000 3086.74| 81.23000 3086.74| 80.00000 3040.00 TREE, DECIDUOUS, NYSSA SYLVATICA | | | 1320 654001-001 30.000 EA | 91.63000 2748.90| 91.63000 2748.90| 90.00000 2700.00 TREE, DECIDUOUS, OXYDENDRUM ARBOREUM | | | 1325 654001-001 24.000 EA | 69.53000 1668.72| 69.53000 1668.72| 70.00000 1680.00 TREE, DECIDUOUS, PLATANUS OCCIDENTALIS | | | 1330 654001-001 41.000 EA | 69.53000 2850.73| 69.53000 2850.73| 70.00000 2870.00 TREE, DECIDUOUS, PRUNUS SEROTINA | | | 1335 654001-001 27.000 EA | 69.53000 1877.31| 69.53000 1877.31| 70.00000 1890.00 TREE, DECIDUOUS, QUERCUS PRIMUS | | | 1340 654001-001 43.000 EA | 69.53000 2989.79| 69.53000 2989.79| 70.00000 3010.00 TREE, DECIDUOUS, QUERCUS RUBRA | | | 1345 654003-001 101.000 EA | 43.85000 4428.85| 43.85000 4428.85| 45.00000 4545.00 SHRUB, DECIDUOUS, AMELANCHIER ABOREA | | | 1350 654003-001 142.000 EA | 35.18000 4995.56| 35.18000 4995.56| 35.00000 4970.00 SHRUB, DECIDUOUS, CERCIS CANADENSIS | | | 1355 654003-001 101.000 EA | 35.18000 3553.18| 35.18000 3553.18| 35.00000 3535.00 SHRUB, DECIDUOUS, RHUS GLABRA | | | 1360 654003-001 76.000 EA | 35.18000 2673.68| 35.18000 2673.68| 35.00000 2660.00 SHRUB, DECIDUOUS, RHUS TYPHIRA | | | 1365 654003-001 66.000 EA | 30.96000 2043.36| 30.96000 2043.36| 30.00000 1980.00 SHRUB, DECIDUOUS, VIBURNUM PRUNIFOLIUM | | | 1375 654004-001 167.000 EA | 54.61000 9119.87| 54.61000 9119.87| 55.00000 9185.00 SHRUB, EVERGREEN, KALMIA LATIFOLIA | | | 1385 654004-001 220.000 EA | 66.31000 14588.20| 66.31000 14588.20| 65.00000 14300.00 SHRUB, EVERGREEN, THUJA OCCIDENTALIS | | | 1395 654005-001 20.000 EA | 91.63000 1832.60| 91.63000 1832.60| 90.00000 1800.00 TREE, EVERGREEN, JUNIPERUS VIRGINIANA | | | 1400 654005-001 27.000 EA | 83.83000 2263.41| 83.83000 2263.41| 80.00000 2160.00 TREE, EVERGREEN, PINUS STROBUS | | | 1405 654005-001 35.000 EA | 83.83000 2934.05| 83.83000 2934.05| 80.00000 2800.00 TREE, EVERGREEN, PINUS VIRGINIANA | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -20 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 25-1021993 |(2) 55-0328627 |(3) 25-1355037 |TRUMBULL CORPORATION |J. F. ALLEN COMPANY |DICK CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1410 654005-001 35.000 EA | 95.53000 3343.55| 95.53000 3343.55| 95.00000 3325.00 TREE, EVERGREEN, IIEX OPACA | | | 1415 654006-001 54.000 MG | 29.22000 1577.88| 29.22000 1577.88| 30.00000 1620.00 WATER FOR PLANTS | | | SECTION TOTALS | $ 295,177.14| $ 342,584.64| $ 279,221.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0014 ON JOB TRAINING | | | 1420 699000-001 2000.000 HR | 0.80000 1600.00| 0.80000 1600.00| 0.80000 1600.00 ON JOB TRAINING | | | SECTION TOTALS | $ 1,600.00| $ 1,600.00| $ 1,600.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0015 COMPUTER SYSTEM | | | 1425 640004-001 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 2500.00000 2500.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 5,000.00| $ 5,000.00| $ 2,500.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 22,793,574.93| $ 23,352,621.86| $ 23,465,058.75 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -21 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0575884 |(6) 55-0535003 |ELMO GREER & SONS, LLC |GROUND BREAKERS, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE, DRIAN & PAVE | | | 0005 201001-000 1.000 LS | 319000.00000 319000.00| 807000.00000 807000.00| 1296468.00000 1296468.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 8000.00000 8000.00| 8000.00000 8000.00| 6500.00000 6500.00 BUILDING DEMOLITION NUMBER, 35-1/1 | | | 0015 202001-000 1.000 LS | 800.00000 800.00| 800.00000 800.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 35-1/2 | | | 0020 202001-000 1.000 LS | 300.00000 300.00| 3000.00000 3000.00| 4000.00000 4000.00 BUILDING DEMOLITION NUMBER, 35-2/1 | | | 0025 202001-000 1.000 LS | 7000.00000 7000.00| 7000.00000 7000.00| 8500.00000 8500.00 BUILDING DEMOLITION NUMBER, 36-1/1 | | | 0030 202001-000 1.000 LS | 7500.00000 7500.00| 7500.00000 7500.00| 4000.00000 4000.00 BUILDING DEMOLITION NUMBER, 41-1/1 | | | 0035 202001-000 1.000 LS | 4500.00000 4500.00| 4500.00000 4500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 41-1/2 | | | 0040 202001-000 1.000 LS | 1000.00000 1000.00| 1000.00000 1000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 41-1/3 | | | 0045 202001-000 1.000 LS | 1500.00000 1500.00| 1500.00000 1500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 41-A/1 | | | 0050 202002-000 LUMP| 1500.00000 1500.00| 1200.00000 1200.00| 1100.00000 1100.00 WATER WELL ABANDONMENT NUMBER, 35-1/4 | | | 0055 202003-000 LUMP| 500.00000 500.00| 800.00000 800.00| 500.00000 500.00 SEPTIC TANK ABANDONMENT NUMBER, 35-1/3 | | | 0060 204001-000 LUMP| 771000.00000 771000.00| 841000.00000 841000.00| 750000.00000 750000.00 MOBILIZATION | | | 0065 207001-001 1716700.000 CY | 2.72000 4669424.00| 2.60000 4463420.00| 3.33000 5716611.00 UNCLASSIFIED EXCAVATION | | | 0070 207002-000 20263.000 CY | 28.00000 567364.00| 22.00000 445786.00| 21.50000 435654.50 SUBGRADE | | | 0075 207034-000 164514.000 SY | 1.00000 164514.00| 1.00000 164514.00| 0.98000 161223.72 FABRIC FOR SEPARATION | | | 0080 208001-000 3.000 EA | 10000.00000 30000.00| 3000.00000 9000.00| 9071.37000 27214.11 STORAGE TANK REMOVAL | | | 0085 208002-000 3.000 EA | 2500.00000 7500.00| 500.00000 1500.00| 1131.50000 3394.50 BACKFILLING UNDERGROUND STORAGE TANK | | | 0090 211002-000 20920.000 CY | 31.00000 648520.00| 10.00000 209200.00| 22.00000 460240.00 ROCK BORROW EXCAVATION | | | 0092 212001-000 300.000 CY | 10.00000 3000.00| 20.00000 6000.00| 7.73000 2319.00 STRUCTURE EXCAVATION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -22 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0575884 |(6) 55-0535003 |ELMO GREER & SONS, LLC |GROUND BREAKERS, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 212002-000 610.000 CY | 15.00000 9150.00| 20.00000 12200.00| 7.73000 4715.30 WET EXCAVATION | | | 0100 307001-000 8262.000 CY | 30.00000 247860.00| 24.00000 198288.00| 30.00000 247860.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0103 307001-000 13.000 CY | 50.00000 650.00| 100.00000 1300.00| 100.00000 1300.00 AGGREGATE BASE COURSE, CLASS 8 | | | 0105 307001-000 1162.000 CY | 34.00000 39508.00| 29.00000 33698.00| 35.00000 40670.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0110 311006-001 13630.000 CY | 57.00000 776910.00| 57.00000 776910.00| 57.00000 776910.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0115 408002-001 321.000 GA | 1.25000 401.25| 1.25000 401.25| 1.25000 401.25 BITUMINOUS MATERIAL | | | 0116 415005-001 75.000 SY | 25.00000 1875.00| 25.00000 1875.00| 25.00000 1875.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0118 501010-001 2.000 EA | 16500.00000 33000.00| 13500.00000 27000.00| 17377.27000 34754.54 BRIDGE APPROACH EXPANSION JOINT | | | (MODIFIED) | | | 0119 501010-001 4.000 EA | 3000.00000 12000.00| 2625.00000 10500.00| 3159.50000 12638.00 BRIDGE APPROACH EXPANSION JOINT | | | 0120 502001-012 1203.000 SY | 120.00000 144360.00| 132.00000 158796.00| 126.38000 152035.14 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0125 601002-001 149.000 CY | 1400.00000 208600.00| 1265.00000 188485.00| 1193.37000 177812.13 CLASS B CONCRETE | | | 0127 602001-001 2300.000 LB | 1.32000 3036.00| 1.30000 2990.00| 1.26000 2898.00 REINFORCING STEEL BAR | | | 0130 604012-057 160.000 LF | 222.00000 35520.00| 450.00000 72000.00| 189.51000 30321.60 66X51 INCH HALF BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE ARCH,| | | C5 | | | 0135 604016-057 2.000 EA | 1175.00000 2350.00| 3000.00000 6000.00| 3220.93000 6441.86 66X51 INCH CORRUGATED METAL PIPE ARCH | | | END SECTION | | | 0140 604020-099 88.000 LF | 827.00000 72776.00| 1000.00000 88000.00| 616.73000 54272.24 152X97 INCH STRUCTURAL PLATE PIPE ARCH, | | | D6 | | | 0145 605001-001 1.000 EA | 4950.00000 4950.00| 3000.00000 3000.00| 2936.75000 2936.75 TYPE A MANHOLE | | | 0150 605004-001 16.000 EA | 2325.00000 37200.00| 1700.00000 27200.00| 1668.11000 26689.76 TYPE B INLET | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -23 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0575884 |(6) 55-0535003 |ELMO GREER & SONS, LLC |GROUND BREAKERS, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0155 605009-001 32.000 EA | 1875.00000 60000.00| 1800.00000 57600.00| 1945.62000 62259.84 TYPE G INLET | | | 0165 606029-001 27212.000 LF | 6.00000 163272.00| 6.00000 163272.00| 6.79000 184769.48 FREE DRAINING BASE TRENCH | | | 0170 606030-001 4865.000 LF | 8.50000 41352.50| 8.00000 38920.00| 10.76000 52347.40 OUTLET PIPE, | | | 0175 607001-001 4975.000 LF | 11.70000 58207.50| 12.60000 62685.00| 12.32000 61292.00 TYPE 1 GUARDRAIL, CLASS I | | | 0180 607006-001 12.000 EA | 950.00000 11400.00| 1050.00000 12600.00| 1000.51000 12006.12 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0185 607030-001 5.000 EA | 550.00000 2750.00| 450.00000 2250.00| 579.24000 2896.20 SPECIAL TRAILING END TERMINAL | | | 0190 607065-001 7.000 EA | 1325.00000 9275.00| 1365.00000 9555.00| 1395.45000 9768.15 FLARED END TERMINAL | | | 0194 608001-004 4149.000 LF | 15.96000 66218.04| 19.60000 81320.40| 16.81000 69744.69 5 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0195 608002-001 16025.000 LF | 8.60000 137815.00| 8.70000 139417.50| 9.06000 145186.50 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0200 609001-001 843.000 SY | 31.00000 26133.00| 38.00000 32034.00| 41.06000 34613.58 CONCRETE SIDEWALK | | | 0205 609002-001 94.000 CY | 35.00000 3290.00| 60.00000 5640.00| 31.60000 2970.40 BED COURSE MATERIAL | | | 0210 610001-002 6668.000 LF | 28.75000 191705.00| 23.00000 153364.00| 20.01000 133426.68 PLAIN CONCRETE CURBING, TYPE II | | | 0213 610005-001 239.000 LF | 26.00000 6214.00| 26.00000 6214.00| 27.38000 6543.82 BITUMINOUS CURB, TYPE I | | | 0215 610006-005 5150.000 LF | 51.00000 262650.00| 58.00000 298700.00| 54.76000 282014.00 MEDIAN, TYPE V | | | 0220 633003-001 39.000 CY | 50.00000 1950.00| 50.00000 1950.00| 65.10000 2538.90 DUMPED ROCK GUTTER | | | 0222 636005-001 1.000 LS | 25000.00000 25000.00| 5000.00000 5000.00| 43000.00000 43000.00 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC ,DUMPLING RUN CROSSING | | | 0223 636005-001 1.000 LS | 75000.00000 75000.00| 60000.00000 60000.00| 0.01000 0.01 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC ,FORT RUN CROSSING | | | 0225 636007-001 1500.000 LF | 1.00000 1500.00| 0.80000 1200.00| 0.53000 795.00 ERADICATION OF PAVEMENT MARKING | | | 0230 636008-001 36000.000 LF | 0.15000 5400.00| 0.11000 3960.00| 0.16000 5760.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -24 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0575884 |(6) 55-0535003 |ELMO GREER & SONS, LLC |GROUND BREAKERS, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0235 636011-001 9340.000 UN | 1.00000 9340.00| 0.92000 8592.80| 1.00000 9340.00 TRAFFIC CONTROL DEVICE | | | 0240 636012-010 2.000 EA | 500.00000 1000.00| 350.00000 700.00| 368.61000 737.22 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0245 636013-001 60.000 EA | 2.00000 120.00| 1.00000 60.00| 5.27000 316.20 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0250 636014-001 3000.000 HR | 36.00000 108000.00| 42.00000 126000.00| 0.01000 30.00 FLAGGER | | | 0255 636017-001 1250.000 LF | 20.00000 25000.00| 17.50000 21875.00| 16.80000 21000.00 TEMPORARY CONCRETE BARRIER | | | 0260 636022-001 360.000 DA | 60.00000 21600.00| 48.00000 17280.00| 57.92000 20851.20 CHANGAEBLE MESSAGE SIGN | | | 0265 636025-001 1080.000 DA | 1.00000 1080.00| 1.05000 1134.00| 1.58000 1706.40 WARNING LIGHTS, TYPE B | | | 0270 636025-001 2700.000 DA | 0.50000 1350.00| 0.55000 1485.00| 0.53000 1431.00 WARNING LIGHTS, TYPE C | | | 0275 637001-001 3453.000 MG | 1.00000 3453.00| 10.00000 34530.00| 26.08000 90054.24 WATER FOR DUST PALLIATIVE | | | 0280 639001-001 LUMP| 166000.00000 166000.00| 200000.00000 200000.00| 190000.00000 190000.00 CONSTRUCTION LAYOUT STAKE | | | 0285 640002-001 30.000 MO | 2200.00000 66000.00| 2300.00000 69000.00| 1200.00000 36000.00 LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0290 640003-001 LUMP| 4500.00000 4500.00| 4500.00000 4500.00| 4000.00000 4000.00 BUILDING EQUIPMENT | | | 0300 642001-001 9300.000 LF | 0.50000 4650.00| 0.50000 4650.00| 0.50000 4650.00 TEMPORARY BERM | | | 0305 642002-001 350.000 LF | 15.00000 5250.00| 10.00000 3500.00| 14.17000 4959.50 SLOPE DRAIN | | | 0310 642004-001 7166.000 LB | 0.01000 71.66| 0.50000 3583.00| 0.11000 788.26 SEED MIXTURE, TEMPORARY | | | 0315 642004-002 2962.000 LB | 0.85000 2517.70| 1.70000 5035.40| 2.11000 6249.82 SEED MIXTURE, B | | | 0320 642004-003 4204.000 LB | 5.10000 21440.40| 5.20000 21860.80| 5.27000 22155.08 SEED MIXTURE, D | | | 0325 642005-001 256.000 TN | 350.00000 89600.00| 400.00000 102400.00| 416.00000 106496.00 MULCH, STRAW OR HAY | | | 0330 642006-001 51.000 TN | 700.00000 35700.00| 450.00000 22950.00| 473.93000 24170.43 FERTILIZER | | | 0335 642009-001 17200.000 LF | 0.50000 8600.00| 0.50000 8600.00| 0.50000 8600.00 CONTOUR DITCH | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -25 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0575884 |(6) 55-0535003 |ELMO GREER & SONS, LLC |GROUND BREAKERS, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 642010-001 192.000 TN | 10.00000 1920.00| 15.00000 2880.00| 15.80000 3033.60 AGRICULTURAL LIMESTONE | | | 0345 642011-001 1433.000 EA | 6.00000 8598.00| 5.00000 7165.00| 14.93000 21394.69 HAY OR STRAW BALE | | | 0350 642012-001 2400.000 LF | 3.00000 7200.00| 2.50000 6000.00| 4.50000 10800.00 SILT FENCE | | | 0355 642015-001 3064.000 LF | 8.00000 24512.00| 7.00000 21448.00| 0.01000 30.64 SUPER SILT FENCE | | | 0360 642031-001 197.000 EA | 105.00000 20685.00| 75.00000 14775.00| 138.61000 27306.17 DITCH CHECK | | | 0365 642033-001 1600.000 CY | 4.25000 6800.00| 4.25000 6800.00| 7.13000 11408.00 SEDIMENT TRAP | | | 0370 642042-001 9.000 EA | 160.00000 1440.00| 160.00000 1440.00| 239.97000 2159.73 FLOCCULANT BLOCK, | | | 0375 642043-001 12.000 EA | 110.00000 1320.00| 110.00000 1320.00| 136.72000 1640.64 PREMANUFACTURED DITCH CHECK, | | | 0380 652001-001 35.000 TN | 10.00000 350.00| 60.00000 2100.00| 63.19000 2211.65 AGRICULTURAL LIMESTONE | | | 0385 652002-001 35.000 TN | 1200.00000 42000.00| 500.00000 17500.00| 1758.79000 61557.65 FERTILIZER, 10-20-10 | | | 0390 652003-001 3747.000 LB | 1.25000 4683.75| 2.00000 7494.00| 2.11000 7906.17 SEED MIXTURES, B, C-1, OR C-2 | | | 0395 652003-002 3449.000 LB | 5.10000 17589.90| 5.20000 17934.80| 5.27000 18176.23 SEED MIXTURE, D | | | 0400 652004-001 462.000 TN | 200.00000 92400.00| 450.00000 207900.00| 105.32000 48657.84 STRAW OR HAY MULCH | | | 0405 655001-001 23524.000 SY | 1.35000 31757.40| 1.40000 32933.60| 0.53000 12467.72 MATTING | | | 0410 655002-001 3184.000 SY | 3.50000 11144.00| 4.00000 12736.00| 4.74000 15092.16 PERMANENT EROSION MATTING, TYPE A | | | 0415 664001-008 2.000 EA | 6000.00000 12000.00| 4500.00000 9000.00| 5924.07000 11848.14 IMPACT ATTENUATING DEVICE, TYPE IV | | | 0420 665004-001 1.000 EA | 750.00000 750.00| 500.00000 500.00| 1053.17000 1053.17 WATER WELL SURVEY | | | 0422 665011-001 LUMP| 12000.00000 12000.00| 10000.00000 10000.00| 13457.30000 13457.30 INSTALL RAILROAD CROSSING SURFACE, | | | TEMPORARY | | | 0425 401001-011 AA1 16696.000 TN | 44.00000 734624.00| 44.00000 734624.00| 44.00000 734624.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -26 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0575884 |(6) 55-0535003 |ELMO GREER & SONS, LLC |GROUND BREAKERS, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 401001-012 AA2 15193.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0435 401001-011 BB1 61249.000 TN | 38.00000 2327462.00| 38.00000 2327462.00| 38.00000 2327462.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0440 401001-012 BB2 55737.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0445 402001-011 CC1 10668.000 TN | 55.55000 592607.40| 55.55000 592607.40| 55.55000 592607.40 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0450 402001-012 CC2 9708.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0455 604076-016 DD1 422.000 LF | 30.00000 12660.00| 37.00000 15614.00| 42.03000 17736.66 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0460 604009-016 DD1 3.000 EA | 200.00000 600.00| 200.00000 600.00| 292.30000 876.90 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0465 604025-016 DD2 422.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A7 | | | 0470 604028-016 DD2 3.000 EA | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION, | | | 0475 604076-016 EE1 1461.000 LF | 30.00000 43830.00| 37.00000 54057.00| 51.64000 75446.04 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0480 604009-016 EE1 2.000 EA | 200.00000 400.00| 200.00000 400.00| 292.30000 584.60 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0485 604025-016 EE2 1461.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A7 | | | 0490 604028-016 EE2 2.000 EA | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION, | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -27 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0575884 |(6) 55-0535003 |ELMO GREER & SONS, LLC |GROUND BREAKERS, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0495 604037-016 EE3 1461.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0500 604038-016 EE3 2.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0505 604076-016 FF1 28.000 LF | 30.00000 840.00| 37.00000 1036.00| 57.62000 1613.36 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0510 604072-116 FF1 2.000 EA | 250.00000 500.00| 200.00000 400.00| 625.98000 1251.96 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0515 604037-016 FF2 28.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0520 604071-016 FF2 2.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0525 604076-020 GG1 1436.000 LF | 44.00000 63184.00| 40.00000 57440.00| 47.41000 68080.76 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0530 604009-020 GG1 4.000 EA | 255.00000 1020.00| 225.00000 900.00| 332.97000 1331.88 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0535 604025-020 GG2 1436.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A7 | | | 0540 604028-020 GG2 4.000 EA | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION, | | | 0545 604076-020 HH1 1318.000 LF | 36.00000 47448.00| 40.00000 52720.00| 50.97000 67178.46 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0550 604009-020 HH1 5.000 EA | 255.00000 1275.00| 225.00000 1125.00| 332.97000 1664.85 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0555 604025-020 HH2 1318.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A7 | | | 0560 604028-020 HH2 5.000 EA | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION, | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -28 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0575884 |(6) 55-0535003 |ELMO GREER & SONS, LLC |GROUND BREAKERS, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0565 604037-020 HH3 1318.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0566 604038-020 HH3 5.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0570 604076-020 JJ1 181.000 LF | 36.00000 6516.00| 40.00000 7240.00| 67.04000 12134.24 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0575 604072-120 JJ1 3.000 EA | 650.00000 1950.00| 350.00000 1050.00| 752.32000 2256.96 24 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0580 604037-020 JJ2 181.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0585 604071-020 JJ2 3.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0590 604076-022 KK1 180.000 LF | 46.00000 8280.00| 45.00000 8100.00| 121.22000 21819.60 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B2 | | | 0595 604037-022 KK2 180.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0600 604076-022 LL1 175.000 LF | 45.00000 7875.00| 45.00000 7875.00| 64.76000 11333.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0605 604025-022 LL2 175.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B2 | | | 0610 604037-022 LL3 175.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0615 604076-024 MM1 246.000 LF | 53.00000 13038.00| 55.00000 13530.00| 99.55000 24489.30 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B2 | | | 0620 604037-024 MM2 246.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0625 604076-024 NN1 940.000 LF | 52.00000 48880.00| 55.00000 51700.00| 63.15000 59361.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -29 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0575884 |(6) 55-0535003 |ELMO GREER & SONS, LLC |GROUND BREAKERS, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0630 604009-024 NN1 4.000 EA | 500.00000 2000.00| 500.00000 2000.00| 520.82000 2083.28 36 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0635 604025-024 NN2 940.000 LF | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B2 | | | 0640 604028-024 NN2 4.000 EA | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION, | | | 0645 604076-026 PP1 769.000 LF | 62.00000 47678.00| 60.00000 46140.00| 154.89000 119110.41 42 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B7 | | | 0650 604037-026 PP2 769.000 LF | | | 42 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0655 604076-028 QQ1 625.000 LF | 87.00000 54375.00| 70.00000 43750.00| 107.54000 67212.50 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, C7 | | | 0660 604037-028 QQ2 625.000 LF | | | 48 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0665 604076-036 RR1 1755.000 LF | 340.00000 596700.00| 600.00000 1053000.00| 445.00000 780975.00 72 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B3 | | | 0670 604025-036 RR2 1755.000 LF | | | 72 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | D3 | | | 0675 636002-001 SS1 1488.000 TN | 18.00000 26784.00| 20.00000 29760.00| 16.52000 24581.76 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0680 636002-002 SS2 1354.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 15,505,149.50| $ 15,867,837.95| $ 17,403,745.94 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 SEDIMENT BASINS | | | 0685 207001-001 2702.000 CY | 5.15000 13915.30| 4.15000 11213.30| 6.88000 18589.76 UNCLASSIFIED EXCAVATION | | | 0690 207034-000 2410.000 SY | 1.10000 2651.00| 1.00000 2410.00| 1.37000 3301.70 FABRIC FOR SEPARATION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -30 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0575884 |(6) 55-0535003 |ELMO GREER & SONS, LLC |GROUND BREAKERS, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0695 211001-000 8181.000 CY | 1.00000 8181.00| 1.00000 8181.00| 0.01000 81.81 UNCLASSIFIED BORROW EXCAVATION | | | 0700 211008-000 5177.000 TN | 22.00000 113894.00| 20.00000 103540.00| 28.91000 149667.07 ROCK BORROW EXCAVATION | | | 0705 211017-001 6400.000 SF | 1.00000 6400.00| 1.00000 6400.00| 3.82000 24448.00 IMPERVIOUS CORE | | | 0710 604076-020 110.000 LF | 36.00000 3960.00| 60.00000 6600.00| 49.63000 5459.30 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0715 639001-001 LUMP| 1500.00000 1500.00| 10000.00000 10000.00| 4535.25000 4535.25 CONSTRUCTION LAYOUT STAKE | | | 0720 642035-001 3.000 EA | 3700.00000 11100.00| 4500.00000 13500.00| 4379.27000 13137.81 RISER | | | 0725 642036-001 4451.000 CY | 3.88000 17269.88| 0.01000 44.51| 4.00000 17804.00 SEDIMENT REMOVAL | | | SECTION TOTALS | $ 178,871.18| $ 161,888.81| $ 237,024.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 SANITARY SEWER RELOCATION | | | 0730 639001-001 LUMP| 1200.00000 1200.00| 5000.00000 5000.00| 2721.15000 2721.15 CONSTRUCTION LAYOUT STAKE | | | 0735 675007-022 985.000 LF | 35.00000 34475.00| 35.00000 34475.00| 59.53000 58637.05 8 INCH PLASTIC SEWER PIPE | | | 0740 675014-001 7.000 EA | 3000.00000 21000.00| 2500.00000 17500.00| 2455.57000 17188.99 MANHOLE COMPLETE, INCLUDING CASTING | | | 0745 675015-001 3.000 EA | 3500.00000 10500.00| 2800.00000 8400.00| 4009.63000 12028.89 DROP MANHOLE COMPLETE, INCLUDING CASTING| | | 0750 675021-320 129.000 LF | 65.00000 8385.00| 80.00000 10320.00| 124.10000 16008.90 18 INCH STEEL CASING PIPE, THICKNESS | | | 0.375 INCH | | | SECTION TOTALS | $ 75,560.00| $ 75,695.00| $ 106,584.98 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 FORCE MAIN | | | 0755 639001-001 LUMP| 1200.00000 1200.00| 5000.00000 5000.00| 1814.09000 1814.09 CONSTRUCTION LAYOUT STAKE | | | 0760 675007-018 1885.000 LF | 15.00000 28275.00| 15.00000 28275.00| 27.18000 51234.30 4 INCH PLASTIC SEWER PIPE ,SDR21, | | | 200PSI RATING, PUSH-ON JOINT | | | 0765 675025-001 1.000 EA | 2000.00000 2000.00| 1000.00000 1000.00| 2537.53000 2537.53 SPECIAL STRUCTURE ,AIR RELEASE VALVE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -31 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0575884 |(6) 55-0535003 |ELMO GREER & SONS, LLC |GROUND BREAKERS, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 31,475.00| $ 34,275.00| $ 55,585.92 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 SIGNALS | | | 0770 660001-001 LUMP| 9480.00000 9480.00| 9004.00000 9004.00| 10005.09000 10005.09 SIGNAL CONTROLLER (01) | | | 0775 660002-005 6.000 EA | 178.64000 1071.84| 206.00000 1236.00| 263.29000 1579.74 TRAFFIC DETECTOR, LPS-C | | | 0780 660003-006 22.000 EA | 238.07000 5237.54| 257.00000 5654.00| 289.62000 6371.64 SIGNAL SECTION, V-12 | | | 0785 660003-008 6.000 EA | 358.40000 2150.40| 240.00000 1440.00| 263.29000 1579.74 SIGNAL SECTION, V-8 | | | 0790 660004-040 2.000 EA | 9603.00000 19206.00| 8295.00000 16590.00| 7635.47000 15270.94 SIGNAL SUPPORT, C1 | | | 0795 660004-042 2.000 EA | 10283.52000 20567.04| 8200.00000 16400.00| 7898.76000 15797.52 SIGNAL SUPPORT, C1L | | | 0800 660005-010 4.000 EA | 816.12000 3264.48| 1040.00000 4160.00| 1053.17000 4212.68 JUNCTION BOX, TYPE H | | | 0805 660007-001 LUMP| 40247.26000 40247.26| 30681.00000 30681.00| 26855.78000 26855.78 MISCELLANEOUS SIGNAL 01 | | | SECTION TOTALS | $ 101,224.56| $ 85,165.00| $ 81,673.13 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 SIGNING & PAVEMENT MARKINGS | | | 0810 657006-001 308.000 LF | 50.00000 15400.00| 31.50000 9702.00| 31.60000 9732.80 S4X7.7, A-441 SUPPORT, GALVANIZED | | | 0815 657006-005 149.000 LF | 60.00000 8940.00| 41.00000 6109.00| 41.07000 6119.43 W6X12, A-441 SUPPORT, GALVANIZED | | | 0820 657006-010 81.000 LF | 80.00000 6480.00| 48.30000 3912.30| 48.45000 3924.45 W8X18, A-441 SUPPORT, GALVANIZED | | | 0824 657008-001 137.000 LF | 14.00000 1918.00| 8.40000 1150.80| 8.43000 1154.91 2.00 LB CHANNEL POST | | | 0825 657010-001 1916.000 LF | 15.00000 28740.00| 10.50000 20118.00| 10.53000 20175.48 3.00 LB CHANNEL POST | | | 0826 657012-001 76.000 LF | 25.00000 1900.00| 12.60000 957.60| 12.64000 960.64 4.00 LB BACK TO BACK CHANNEL POST | | | 0830 657017-001 16.500 CY | 1000.00000 16500.00| 1840.00000 30360.00| 1843.04000 30410.16 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0835 661001-001 1331.000 SF | 20.00000 26620.00| 21.00000 27951.00| 21.06000 28030.86 0.080 IN FLAT SHEET SIGN | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -32 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0575884 |(6) 55-0535003 |ELMO GREER & SONS, LLC |GROUND BREAKERS, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0840 661002-001 770.000 SF | 30.00000 23100.00| 31.00000 23870.00| 31.07000 23923.90 EXTRUDED PANEL SIGN | | | 0841 661004-001 7.000 EA | 10.00000 70.00| 4.20000 29.40| 4.21000 29.47 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | WHITE | | | 0842 661006-001 16.000 UN | 75.00000 1200.00| 36.75000 588.00| 36.86000 589.76 DELINEATOR, NINE PER UNIT, AMBER | | | 0843 661007-001 8.000 UN | 50.00000 400.00| 26.25000 210.00| 26.33000 210.64 DELINEATOR, THREE PER UNIT, AMBER | | | 0844 661008-001 2.000 EA | 100.00000 200.00| 78.75000 157.50| 78.99000 157.98 DELINEATOR BRACKET, TYPE A | | | 0845 661013-001 133.000 EA | 45.00000 5985.00| 21.00000 2793.00| 21.06000 2800.98 PLASTIC DELINEATOR POST, WHITE | | | 0846 663001-004 33230.000 LF | 0.12000 3987.60| 0.08000 2658.40| 0.11000 3655.30 EDGE LINE, TYPE II WHITE | | | 0850 663001-004 23150.000 LF | 0.12000 2778.00| 0.08000 1852.00| 0.11000 2546.50 EDGE LINE, TYPE II YELLOW | | | 0855 663002-005 4785.000 LF | 0.17000 813.45| 0.08000 382.80| 0.16000 765.60 LANE LINE OR CENTERLINE, TYPE II WHITE | | | 0860 663003-005 6710.000 LF | 0.15000 1006.50| 0.08000 536.80| 0.11000 738.10 BARRIER LINE, TYPE II | | | 0865 663004-004 2100.000 LF | 0.23000 483.00| 0.22000 462.00| 0.26000 546.00 CHANNELIZING LINE, TYPE II | | | 0870 663005-010 293.000 LF | 10.85000 3179.05| 10.25000 3003.25| 9.48000 2777.64 STOP LINE, TYPE V (24") | | | 0875 663006-010 336.000 LF | 3.75000 1260.00| 3.15000 1058.40| 3.42000 1149.12 CROSSWALK LINE, TYPE V (6") | | | 0880 663007-010 735.000 LF | 10.85000 7974.75| 10.25000 7533.75| 9.48000 6967.80 STRIPE, TYPE V WHITE (24") | | | 0885 663007-010 220.000 LF | 4.95000 1089.00| 5.25000 1155.00| 5.27000 1159.40 STRIPE, TYPE V WHITE (12") | | | 0890 663007-010 3137.000 LF | 5.10000 15998.70| 5.25000 16469.25| 5.53000 17347.61 STRIPE, TYPE V YELLOW (12") | | | 0895 663010-010 27.000 EA | 140.00000 3780.00| 147.00000 3969.00| 146.39000 3952.53 LANE ARROW, TYPE V | | | 0900 663011-010 36.000 EA | 50.00000 1800.00| 42.00000 1512.00| 41.07000 1478.52 LANE LETTER, TYPE V | | | 0901 663012-208 226.000 EA | 25.00000 5650.00| 18.40000 4158.40| 20.54000 4642.04 RAISED PAVEMENT MARKER, TYPE P-2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -33 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0575884 |(6) 55-0535003 |ELMO GREER & SONS, LLC |GROUND BREAKERS, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 187,253.05| $ 172,659.65| $ 175,947.62 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 HIGHWAY LIGHTING | | | 0905 662002-001 LUMP| 157290.96000 157290.96| 128562.00000 128562.00| 113215.54000 113215.54 GALVANIZED STEEL CONDUIT 01 | | | 0910 662006-001 5.000 EA | 982.04000 4910.20| 929.00000 4645.00| 473.93000 2369.65 JUNCTION BOX, TYPE A MODIFIED | | | 0915 662006-001 16.000 EA | 1301.33000 20821.28| 1234.00000 19744.00| 1211.14000 19378.24 JUNCTION BOX, TYPE H, 18 INCH X 18 INCH | | | 0920 662007-001 26.000 EA | 451.26000 11732.76| 425.00000 11050.00| 394.94000 10268.44 LUMINAIRE, 250W | | | 0925 662008-001 1.000 LS | 35465.07000 35465.07| 31778.00000 31778.00| 50025.47000 50025.47 CABLE, 01 | | | 0930 662010-001 2.000 EA | 3059.30000 6118.60| 3329.00000 6658.00| 3422.80000 6845.60 LIGHTING SUPPORT, TYPE I, (40-10) | | | 0935 662010-001 9.000 EA | 3860.38000 34743.42| 3796.00000 34164.00| 3686.09000 33174.81 LIGHTING SUPPORT, TYPE I, (40-15) | | | 0940 662010-001 13.000 EA | 4543.45000 59064.85| 3796.00000 49348.00| 3949.38000 51341.94 LIGHTING SUPPORT, TYPE I, (40-20) | | | 0945 662013-001 LUMP| 5675.00000 5675.00| 7203.00000 7203.00| 7319.52000 7319.52 SERVICE AND CONTROL STATION, 01 | | | 0950 662014-001 LUMP| 500.00000 500.00| 357.00000 357.00| 10479.02000 10479.02 INCIDENTAL ELECTRICAL WORK | | | 0955 662015-001 1.000 LS | 500.00000 500.00| 357.00000 357.00| 157.98000 157.98 ELECTRICAL TEST, | | | SECTION TOTALS | $ 336,822.14| $ 293,866.00| $ 304,576.21 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 BRIDGE #10443 | | | 0960 212005-000 90.000 CY | 70.00000 6300.00| 70.00000 6300.00| 73.72000 6634.80 SELECT MATERIAL FOR BACKFILLING | | | 0965 601002-001 127.000 CY | 390.00000 49530.00| 390.00000 49530.00| 410.74000 52163.98 CLASS B CONCRETE | | | 0970 601009-001 442.000 CY | 580.00000 256360.00| 580.00000 256360.00| 610.84000 269991.28 CLASS H CONCRETE | | | 0975 601009-003 36.000 CY | 800.00000 28800.00| 800.00000 28800.00| 842.53000 30331.08 CLASS H CONCRETE, ARCHITECTURAL | | | 0977 601014-001 LUMP| 500.00000 500.00| 500.00000 500.00| 526.58000 526.58 TEST SLAB | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -34 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0575884 |(6) 55-0535003 |ELMO GREER & SONS, LLC |GROUND BREAKERS, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0980 602002-001 87888.000 LB | 1.00000 87888.00| 1.00000 87888.00| 1.05000 92282.40 EPOXY COATED REINFORCING STEEL BAR | | | 0985 615001-001 1.000 LS | 554000.00000 554000.00| 554000.00000 554000.00| 583454.97000 583454.97 STEEL SUPERSTRUCTURE | | | 0990 616005-018 641.000 LF | 65.00000 41665.00| 65.00000 41665.00| 68.46000 43882.86 HP14X73 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0995 617003-001 435.000 LF | 52.00000 22620.00| 52.00000 22620.00| 54.76000 23820.60 ALUMINUM RAILING , ANODIZED | | | 1000 627017-001 14.000 LF | 95.00000 1330.00| 95.00000 1330.00| 100.05000 1400.70 INSTALL SILICONE EXPANSION JOINT SYSTEM | | | 1005 639001-001 LUMP| 26000.00000 26000.00| 26000.00000 26000.00| 27382.36000 27382.36 CONSTRUCTION LAYOUT STAKE | | | 1010 662002-001 LUMP| 3500.00000 3500.00| 3500.00000 3500.00| 3422.80000 3422.80 GALVANIZED STEEL CONDUIT | | | 1015 662006-001 1.000 EA | 500.00000 500.00| 500.00000 500.00| 473.93000 473.93 JUNCTION BOX, TYPE A (MODIFIED) | | | 1025 626002-001 TT1 7048.000 SF | | 43.00000 303064.00| 45.29000 319203.92 MSE RETAINING WALL, RETAINED EARTH | | | 1030 626002-002 TT2 7048.000 SF | 57.00000 401736.00| | MSE RETAINING WALL, REINFORCED EARTH | | | 1035 626002-003 TT3 7048.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 1040 626002-004 TT4 7048.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 1045 626002-005 TT5 7048.000 SF | | | MSE RETAINING WALL, ARES | | | SECTION TOTALS | $ 1,480,729.00| $ 1,382,057.00| $ 1,454,972.26 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 BRIDGE #10444 | | | 1050 212001-000 186.000 CY | 22.00000 4092.00| 22.00000 4092.00| 23.17000 4309.62 STRUCTURE EXCAVATION | | | 1055 212005-000 91.000 CY | 70.00000 6370.00| 70.00000 6370.00| 73.72000 6708.52 SELECT MATERIAL FOR BACKFILLING | | | 1060 601002-001 145.000 CY | 390.00000 56550.00| 390.00000 56550.00| 410.74000 59557.30 CLASS B CONCRETE | | | 1065 601009-001 329.000 CY | 590.00000 194110.00| 590.00000 194110.00| 621.37000 204430.73 CLASS H CONCRETE | | | 1070 601009-003 25.000 CY | 800.00000 20000.00| 800.00000 20000.00| 842.53000 21063.25 CLASS H CONCRETE, ARCHITECTURAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -35 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0575884 |(6) 55-0535003 |ELMO GREER & SONS, LLC |GROUND BREAKERS, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1075 601014-001 LUMP| 500.00000 500.00| 500.00000 500.00| 526.58000 526.58 TEST SLAB | | | 1080 602001-001 27056.000 LB | 0.80000 21644.80| 0.80000 21644.80| 0.84000 22727.04 REINFORCING STEEL BAR | | | 1085 602002-001 56950.000 LB | 1.00000 56950.00| 1.00000 56950.00| 1.05000 59797.50 EPOXY COATED REINFORCING STEEL BAR | | | 1090 615001-001 1.000 LS | 374000.00000 374000.00| 374000.00000 374000.00| 393884.76000 393884.76 STEEL SUPERSTRUCTURE | | | 1095 615029-001 20.000 EA | 250.00000 5000.00| 250.00000 5000.00| 263.29000 5265.80 NON-GUIDED BEARING, | | | 1100 617003-001 276.000 LF | 52.00000 14352.00| 52.00000 14352.00| 54.76000 15113.76 ALUMINUM RAILING ,ANODIZED | | | 1105 625001-012 147.000 LF | 300.00000 44100.00| 300.00000 44100.00| 315.95000 46444.65 36 INCH DIAMETER DRILLED CAISSONS | | | 1110 625003-010 164.000 LF | 300.00000 49200.00| 300.00000 49200.00| 315.95000 51815.80 30 INCH ROCK SOCKET FOUNDATION | | | 1115 625004-012 LUMP| 25000.00000 25000.00| 25000.00000 25000.00| 26329.20000 26329.20 36 INCH DRILLED CAISSON TEST HOLE | | | 1120 639001-001 LUMP| 26000.00000 26000.00| 26000.20000 26000.20| 27382.36000 27382.36 CONSTRUCTION LAYOUT STAKE | | | 1125 662002-001 LUMP| 12000.00000 12000.00| 17000.00000 17000.00| 10005.09000 10005.09 GALVANIZED STEEL CONDUIT | | | SECTION TOTALS | $ 909,868.80| $ 914,869.00| $ 955,361.96 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 BRIDGE #10445 | | | 1130 212001-000 400.000 CY | 22.00000 8800.00| 22.00000 8800.00| 23.17000 9268.00 STRUCTURE EXCAVATION | | | 1135 212005-000 140.000 CY | 70.00000 9800.00| 70.00000 9800.00| 73.72000 10320.80 SELECT MATERIAL FOR BACKFILLING | | | 1137 218004-001 1250.000 SY | 21.00000 26250.00| 21.00000 26250.00| 22.12000 27650.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 1140 601002-001 633.000 CY | 390.00000 246870.00| 390.00000 246870.00| 410.74000 259998.42 CLASS B CONCRETE | | | 1145 601009-001 1969.000 CY | 570.00000 1122330.00| 570.00000 1122330.00| 600.31000 1182010.39 CLASS H CONCRETE | | | 1150 601009-003 101.000 CY | 800.00000 80800.00| 800.00000 80800.00| 842.53000 85095.53 CLASS H CONCRETE, ARCHITECTURAL | | | 1155 601014-001 LUMP| 500.00000 500.00| 500.00000 500.00| 526.58000 526.58 TEST SLAB | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -36 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0575884 |(6) 55-0535003 |ELMO GREER & SONS, LLC |GROUND BREAKERS, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1160 602001-001 112539.000 LB | 0.80000 90031.20| 0.80000 90031.20| 0.84000 94532.76 REINFORCING STEEL BAR | | | 1165 602002-001 347949.000 LB | 0.90000 313154.10| 0.90000 313154.10| 0.95000 330551.55 EPOXY COATED REINFORCING STEEL BAR | | | 1170 615001-001 1.000 LS | 2154000.00000 2154000.00| 2279000.00000 2279000.00| 2190169.46000 2190169.46 STEEL SUPERSTRUCTURE | | | 1171 615028-001 16.000 EA | 325.00000 5200.00| 325.00000 5200.00| 342.28000 5476.48 GUIDED BEARING, | | | 1172 615029-001 16.000 EA | 400.00000 6400.00| 400.00000 6400.00| 421.27000 6740.32 NON-GUIDED BEARING, | | | 1173 615030-001 8.000 EA | 450.00000 3600.00| 450.00000 3600.00| 473.93000 3791.44 FIXED BEARING, | | | 1175 617003-001 1305.000 LF | 52.00000 67860.00| 52.00000 67860.00| 54.76000 71461.80 ALUMINUM RAILING , ANODIZED | | | 1180 625001-016 409.000 LF | 310.00000 126790.00| 310.00000 126790.00| 326.48000 133530.32 48 INCH DIAMETER DRILLED CAISSONS | | | 1185 625001-020 192.000 LF | 520.00000 99840.00| 520.00000 99840.00| 547.65000 105148.80 60 INCH DIAMETER DRILLED CAISSONS | | | 1190 625003-014 89.000 LF | 310.00000 27590.00| 310.00000 27590.00| 326.48000 29056.72 42 INCH ROCK SOCKET FOUNDATION | | | 1195 625003-018 161.000 LF | 520.00000 83720.00| 520.00000 83720.00| 547.65000 88171.65 54 INCH ROCK SOCKET FOUNDATION | | | 1200 625004-020 LUMP| 27500.00000 27500.00| 27500.00000 27500.00| 28962.12000 28962.12 60 INCH DRILLED CAISSON TEST HOLE | | | 1205 639001-001 LUMP| 30000.00000 30000.00| 30000.70000 30000.70| 31595.03000 31595.03 CONSTRUCTION LAYOUT STAKE | | | 1210 662002-001 LUMP| 36000.00000 36000.00| 36000.00000 36000.00| 28962.12000 28962.12 GALVANIZED STEEL CONDUIT | | | 1215 662006-001 4.000 EA | 500.00000 2000.00| 500.00000 2000.00| 473.93000 1895.72 JUNCTION BOX, TYPE A (MODIFIED) | | | SECTION TOTALS | $ 4,569,035.30| $ 4,694,036.00| $ 4,724,916.01 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 STREAM STABILIZATION | | | 1220 201001-000 1.000 LS | 2000.00000 2000.00| 2000.00000 2000.00| 4243.51000 4243.51 CLEARING AND GRUBBING | | | 1224 207001-001 31.000 CY | 50.00000 1550.00| 50.00000 1550.00| 20.10000 623.10 UNCLASSIFIED EXCAVATION , SCOUR POOL | | | 1225 207001-001 865.000 CY | 15.00000 12975.00| 6.00000 5190.00| 14.52000 12559.80 UNCLASSIFIED EXCAVATION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -37 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0575884 |(6) 55-0535003 |ELMO GREER & SONS, LLC |GROUND BREAKERS, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1235 639001-001 LUMP| 1200.00000 1200.00| 2000.00000 2000.00| 4535.25000 4535.25 CONSTRUCTION LAYOUT STAKE | | | 1240 641010-001 432.000 EA | 2.82000 1218.24| 3.10000 1339.20| 2.97000 1283.04 LIVE PLANT CUTTINGS, 2FT. LIVE STAKE | | | 1241 641021-001 168.000 CY | 50.00000 8400.00| 50.00000 8400.00| 164.70000 27669.60 ROCK J-HOOK, | | | 1242 652003-003 23.000 LB | 23.00000 529.00| 5.50000 126.50| 73.72000 1695.56 SEED MIXTURE, WETLAND, | | | 1243 655002-001 720.000 SY | 7.23000 5205.60| 7.50000 5400.00| 6.32000 4550.40 PERMANENT EROSION MATTING, TYPE B | | | SECTION TOTALS | $ 33,077.84| $ 26,005.70| $ 57,160.26 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0012 WATERLINE RELOCATION | | | 1244 639001-001 LUMP| 1200.00000 1200.00| 2000.00000 2000.00| 4535.25000 4535.25 CONSTRUCTION LAYOUT STAKE | | | 1245 670004-222 100.000 LF | 30.00000 3000.00| 25.00000 2500.00| 45.29000 4529.00 8 INCH DUCTILE IRON PIPE, TYPE II, | | | CLASS 52 | | | 1250 670007-004 70.000 LF | 30.00000 2100.00| 10.00000 700.00| 44.70000 3129.00 3/4 INCH PLASTIC PIPE, CLASS 200 | | | 1255 670007-022 1820.000 LF | 25.00000 45500.00| 18.00000 32760.00| 34.14000 62134.80 8 INCH PLASTIC PIPE, CLASS 200 | | | 1260 670010-300 234.000 LF | 75.00000 17550.00| 100.00000 23400.00| 113.41000 26537.94 16 INCH STEEL CASING PIPE, THICKNESS | | | 0.1875 INCH | | | 1265 670015-040 1.000 EA | 750.00000 750.00| 1000.00000 1000.00| 1180.72000 1180.72 3/4 INCH METER ,HIGH PRESSURE SETTING | | | 1270 670019-221 2.000 EA | 3500.00000 7000.00| 2500.00000 5000.00| 3651.26000 7302.52 8 INCH SPECIAL VALVE, TAP AND SLEEVE | | | WITH BOX | | | SECTION TOTALS | $ 77,100.00| $ 67,360.00| $ 109,349.23 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0013 LANDSCAPING | | | 1275 639001-001 LUMP| 1200.00000 1200.00| 3000.00000 3000.00| 4535.25000 4535.25 CONSTRUCTION LAYOUT STAKE | | | 1285 642011-001 3740.000 EA | 6.00000 22440.00| 5.00000 18700.00| 13.61000 50901.40 HAY OR STRAW BALE | | | 1290 651001-001 22207.000 CY | 5.00000 111035.00| 2.50000 55517.50| 16.30000 361974.10 FURNISHING AND PLACING TOPSOIL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -38 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0575884 |(6) 55-0535003 |ELMO GREER & SONS, LLC |GROUND BREAKERS, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1295 653001-001 350.000 EA | 10.79000 3776.50| 11.32000 3962.00| 11.36000 3976.00 VINES, FAST GROWING, PARTHENOCISSUS | | | QUINQUEFOLIA | | | 1300 653001-001 350.000 EA | 10.79000 3776.50| 11.32000 3962.00| 11.36000 3976.00 VINES, FAST GROWING, VITIS AESTIVALIS | | | 1305 654001-001 29.000 EA | 63.03000 1827.87| 66.20000 1919.80| 66.38000 1925.02 TREE, DECIDUOUS, ACER RUBRUM | | | 1310 654001-001 13.000 EA | 69.53000 903.89| 73.00000 949.00| 73.23000 951.99 TREE, DECIDUOUS, BETULA LENTA | | | 1315 654001-001 38.000 EA | 81.23000 3086.74| 82.30000 3127.40| 85.55000 3250.90 TREE, DECIDUOUS, NYSSA SYLVATICA | | | 1320 654001-001 30.000 EA | 91.63000 2748.90| 96.20000 2886.00| 96.50000 2895.00 TREE, DECIDUOUS, OXYDENDRUM ARBOREUM | | | 1325 654001-001 24.000 EA | 69.53000 1668.72| 73.00000 1752.00| 73.23000 1757.52 TREE, DECIDUOUS, PLATANUS OCCIDENTALIS | | | 1330 654001-001 41.000 EA | 69.53000 2850.73| 73.00000 2993.00| 73.23000 3002.43 TREE, DECIDUOUS, PRUNUS SEROTINA | | | 1335 654001-001 27.000 EA | 69.53000 1877.31| 73.00000 1971.00| 73.23000 1977.21 TREE, DECIDUOUS, QUERCUS PRIMUS | | | 1340 654001-001 43.000 EA | 69.53000 2989.79| 73.00000 3139.00| 73.23000 3148.89 TREE, DECIDUOUS, QUERCUS RUBRA | | | 1345 654003-001 101.000 EA | 43.85000 4428.85| 46.00000 4646.00| 46.18000 4664.18 SHRUB, DECIDUOUS, AMELANCHIER ABOREA | | | 1350 654003-001 142.000 EA | 35.18000 4995.56| 38.00000 5396.00| 37.05000 5261.10 SHRUB, DECIDUOUS, CERCIS CANADENSIS | | | 1355 654003-001 101.000 EA | 35.18000 3553.18| 38.00000 3838.00| 37.05000 3742.05 SHRUB, DECIDUOUS, RHUS GLABRA | | | 1360 654003-001 76.000 EA | 35.18000 2673.68| 38.00000 2888.00| 37.05000 2815.80 SHRUB, DECIDUOUS, RHUS TYPHIRA | | | 1365 654003-001 66.000 EA | 30.96000 2043.36| 32.50000 2145.00| 32.61000 2152.26 SHRUB, DECIDUOUS, VIBURNUM PRUNIFOLIUM | | | 1375 654004-001 167.000 EA | 54.61000 9119.87| 57.30000 9569.10| 57.51000 9604.17 SHRUB, EVERGREEN, KALMIA LATIFOLIA | | | 1385 654004-001 220.000 EA | 66.31000 14588.20| 69.60000 15312.00| 69.84000 15364.80 SHRUB, EVERGREEN, THUJA OCCIDENTALIS | | | 1395 654005-001 20.000 EA | 91.63000 1832.60| 97.00000 1940.00| 96.50000 1930.00 TREE, EVERGREEN, JUNIPERUS VIRGINIANA | | | 1400 654005-001 27.000 EA | 83.83000 2263.41| 88.00000 2376.00| 88.29000 2383.83 TREE, EVERGREEN, PINUS STROBUS | | | 1405 654005-001 35.000 EA | 83.83000 2934.05| 88.00000 3080.00| 88.29000 3090.15 TREE, EVERGREEN, PINUS VIRGINIANA | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -39 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 55-0575884 |(6) 55-0535003 |ELMO GREER & SONS, LLC |GROUND BREAKERS, INC. |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1410 654005-001 35.000 EA | 95.53000 3343.55| 10.00000 350.00| 100.61000 3521.35 TREE, EVERGREEN, IIEX OPACA | | | 1415 654006-001 54.000 MG | 29.22000 1577.88| 50.00000 2700.00| 30.77000 1661.58 WATER FOR PLANTS | | | SECTION TOTALS | $ 213,536.14| $ 158,118.80| $ 500,462.98 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0014 ON JOB TRAINING | | | 1420 699000-001 2000.000 HR | 0.80000 1600.00| 0.80000 1600.00| 0.80000 1600.00 ON JOB TRAINING | | | SECTION TOTALS | $ 1,600.00| $ 1,600.00| $ 1,600.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0015 COMPUTER SYSTEM | | | 1425 640004-001 LUMP| 5500.00000 5500.00| 4500.00000 4500.00| 4000.00000 4000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 5,500.00| $ 4,500.00| $ 4,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 23,706,802.51| $ 23,939,933.91| $ 26,172,961.20 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -40 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 55-0345840 | | |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE, DRIAN & PAVE | | | 0005 201001-000 1.000 LS | 713000.00000 713000.00| | CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 6500.00000 6500.00| | BUILDING DEMOLITION NUMBER, 35-1/1 | | | 0015 202001-000 1.000 LS | 500.00000 500.00| | BUILDING DEMOLITION NUMBER, 35-1/2 | | | 0020 202001-000 1.000 LS | 4000.00000 4000.00| | BUILDING DEMOLITION NUMBER, 35-2/1 | | | 0025 202001-000 1.000 LS | 8500.00000 8500.00| | BUILDING DEMOLITION NUMBER, 36-1/1 | | | 0030 202001-000 1.000 LS | 4000.00000 4000.00| | BUILDING DEMOLITION NUMBER, 41-1/1 | | | 0035 202001-000 1.000 LS | 100.00000 100.00| | BUILDING DEMOLITION NUMBER, 41-1/2 | | | 0040 202001-000 1.000 LS | 100.00000 100.00| | BUILDING DEMOLITION NUMBER, 41-1/3 | | | 0045 202001-000 1.000 LS | 500.00000 500.00| | BUILDING DEMOLITION NUMBER, 41-A/1 | | | 0050 202002-000 LUMP| 1000.00000 1000.00| | WATER WELL ABANDONMENT NUMBER, 35-1/4 | | | 0055 202003-000 LUMP| 300.00000 300.00| | SEPTIC TANK ABANDONMENT NUMBER, 35-1/3 | | | 0060 204001-000 LUMP| 900000.00000 900000.00| | MOBILIZATION | | | 0065 207001-001 1716700.000 CY | 4.15000 7124305.00| | UNCLASSIFIED EXCAVATION | | | 0070 207002-000 20263.000 CY | 22.00000 445786.00| | SUBGRADE | | | 0075 207034-000 164514.000 SY | 1.00000 164514.00| | FABRIC FOR SEPARATION | | | 0080 208001-000 3.000 EA | 2500.00000 7500.00| | STORAGE TANK REMOVAL | | | 0085 208002-000 3.000 EA | 2000.00000 6000.00| | BACKFILLING UNDERGROUND STORAGE TANK | | | 0090 211002-000 20920.000 CY | 60.00000 1255200.00| | ROCK BORROW EXCAVATION | | | 0092 212001-000 300.000 CY | 9.00000 2700.00| | STRUCTURE EXCAVATION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -41 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 55-0345840 | | |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 212002-000 610.000 CY | 9.00000 5490.00| | WET EXCAVATION | | | 0100 307001-000 8262.000 CY | 39.00000 322218.00| | AGGREGATE BASE COURSE, CLASS 1 | | | 0103 307001-000 13.000 CY | 120.00000 1560.00| | AGGREGATE BASE COURSE, CLASS 8 | | | 0105 307001-000 1162.000 CY | 48.00000 55776.00| | AGGREGATE BASE COURSE, CLASS 10 | | | 0110 311006-001 13630.000 CY | 57.00000 776910.00| | OPEN GRADED FREE DRAINING BASE COURSE | | | 0115 408002-001 321.000 GA | 1.25000 401.25| | BITUMINOUS MATERIAL | | | 0116 415005-001 75.000 SY | 25.00000 1875.00| | REMOVE EXISTING PAVEMENT SURFACE | | | 0118 501010-001 2.000 EA | 18500.00000 37000.00| | BRIDGE APPROACH EXPANSION JOINT | | | (MODIFIED) | | | 0119 501010-001 4.000 EA | 3400.00000 13600.00| | BRIDGE APPROACH EXPANSION JOINT | | | 0120 502001-012 1203.000 SY | 135.00000 162405.00| | 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0125 601002-001 149.000 CY | 1500.00000 223500.00| | CLASS B CONCRETE | | | 0127 602001-001 2300.000 LB | 3.00000 6900.00| | REINFORCING STEEL BAR | | | 0130 604012-057 160.000 LF | 412.00000 65920.00| | 66X51 INCH HALF BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE ARCH,| | | C5 | | | 0135 604016-057 2.000 EA | 4000.00000 8000.00| | 66X51 INCH CORRUGATED METAL PIPE ARCH | | | END SECTION | | | 0140 604020-099 88.000 LF | 773.00000 68024.00| | 152X97 INCH STRUCTURAL PLATE PIPE ARCH, | | | D6 | | | 0145 605001-001 1.000 EA | 4500.00000 4500.00| | TYPE A MANHOLE | | | 0150 605004-001 16.000 EA | 3600.00000 57600.00| | TYPE B INLET | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -42 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 55-0345840 | | |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0155 605009-001 32.000 EA | 2600.00000 83200.00| | TYPE G INLET | | | 0165 606029-001 27212.000 LF | 6.25000 170075.00| | FREE DRAINING BASE TRENCH | | | 0170 606030-001 4865.000 LF | 11.00000 53515.00| | OUTLET PIPE, | | | 0175 607001-001 4975.000 LF | 12.00000 59700.00| | TYPE 1 GUARDRAIL, CLASS I | | | 0180 607006-001 12.000 EA | 1000.00000 12000.00| | THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0185 607030-001 5.000 EA | 430.00000 2150.00| | SPECIAL TRAILING END TERMINAL | | | 0190 607065-001 7.000 EA | 1300.00000 9100.00| | FLARED END TERMINAL | | | 0194 608001-004 4149.000 LF | 19.00000 78831.00| | 5 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0195 608002-001 16025.000 LF | 8.40000 134610.00| | 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0200 609001-001 843.000 SY | 62.00000 52266.00| | CONCRETE SIDEWALK | | | 0205 609002-001 94.000 CY | 50.00000 4700.00| | BED COURSE MATERIAL | | | 0210 610001-002 6668.000 LF | 46.00000 306728.00| | PLAIN CONCRETE CURBING, TYPE II | | | 0213 610005-001 239.000 LF | 26.00000 6214.00| | BITUMINOUS CURB, TYPE I | | | 0215 610006-005 5150.000 LF | 64.00000 329600.00| | MEDIAN, TYPE V | | | 0220 633003-001 39.000 CY | 91.00000 3549.00| | DUMPED ROCK GUTTER | | | 0222 636005-001 1.000 LS | 44500.00000 44500.00| | TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC ,DUMPLING RUN CROSSING | | | 0223 636005-001 1.000 LS | 1.00000 1.00| | TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC ,FORT RUN CROSSING | | | 0225 636007-001 1500.000 LF | 0.75000 1125.00| | ERADICATION OF PAVEMENT MARKING | | | 0230 636008-001 36000.000 LF | 0.10000 3600.00| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -43 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 55-0345840 | | |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0235 636011-001 9340.000 UN | 1.80000 16812.00| | TRAFFIC CONTROL DEVICE | | | 0240 636012-010 2.000 EA | 250.00000 500.00| | PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0245 636013-001 60.000 EA | 2.50000 150.00| | INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0250 636014-001 3000.000 HR | 55.00000 165000.00| | FLAGGER | | | 0255 636017-001 1250.000 LF | 20.00000 25000.00| | TEMPORARY CONCRETE BARRIER | | | 0260 636022-001 360.000 DA | 45.00000 16200.00| | CHANGAEBLE MESSAGE SIGN | | | 0265 636025-001 1080.000 DA | 1.00000 1080.00| | WARNING LIGHTS, TYPE B | | | 0270 636025-001 2700.000 DA | 0.50000 1350.00| | WARNING LIGHTS, TYPE C | | | 0275 637001-001 3453.000 MG | 39.00000 134667.00| | WATER FOR DUST PALLIATIVE | | | 0280 639001-001 LUMP| 295000.00000 295000.00| | CONSTRUCTION LAYOUT STAKE | | | 0285 640002-001 30.000 MO | 2800.00000 84000.00| | LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0290 640003-001 LUMP| 2200.00000 2200.00| | BUILDING EQUIPMENT | | | 0300 642001-001 9300.000 LF | 0.01000 93.00| | TEMPORARY BERM | | | 0305 642002-001 350.000 LF | 9.00000 3150.00| | SLOPE DRAIN | | | 0310 642004-001 7166.000 LB | 0.10000 716.60| | SEED MIXTURE, TEMPORARY | | | 0315 642004-002 2962.000 LB | 2.01000 5953.62| | SEED MIXTURE, B | | | 0320 642004-003 4204.000 LB | 5.03000 21146.12| | SEED MIXTURE, D | | | 0325 642005-001 256.000 TN | 397.58000 101780.48| | MULCH, STRAW OR HAY | | | 0330 642006-001 51.000 TN | 452.94000 23099.94| | FERTILIZER | | | 0335 642009-001 17200.000 LF | 0.55000 9460.00| | CONTOUR DITCH | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -44 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 55-0345840 | | |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 642010-001 192.000 TN | 15.10000 2899.20| | AGRICULTURAL LIMESTONE | | | 0345 642011-001 1433.000 EA | 0.01000 14.33| | HAY OR STRAW BALE | | | 0350 642012-001 2400.000 LF | 8.50000 20400.00| | SILT FENCE | | | 0355 642015-001 3064.000 LF | 16.00000 49024.00| | SUPER SILT FENCE | | | 0360 642031-001 197.000 EA | 42.00000 8274.00| | DITCH CHECK | | | 0365 642033-001 1600.000 CY | 6.00000 9600.00| | SEDIMENT TRAP | | | 0370 642042-001 9.000 EA | 752.00000 6768.00| | FLOCCULANT BLOCK, | | | 0375 642043-001 12.000 EA | 242.00000 2904.00| | PREMANUFACTURED DITCH CHECK, | | | 0380 652001-001 35.000 TN | 60.39000 2113.65| | AGRICULTURAL LIMESTONE | | | 0385 652002-001 35.000 TN | 1680.93000 58832.55| | FERTILIZER, 10-20-10 | | | 0390 652003-001 3747.000 LB | 2.01000 7531.47| | SEED MIXTURES, B, C-1, OR C-2 | | | 0395 652003-002 3449.000 LB | 5.03000 17348.47| | SEED MIXTURE, D | | | 0400 652004-001 462.000 TN | 100.65000 46500.30| | STRAW OR HAY MULCH | | | 0405 655001-001 23524.000 SY | 0.50000 11762.00| | MATTING | | | 0410 655002-001 3184.000 SY | 4.53000 14423.52| | PERMANENT EROSION MATTING, TYPE A | | | 0415 664001-008 2.000 EA | 5800.00000 11600.00| | IMPACT ATTENUATING DEVICE, TYPE IV | | | 0420 665004-001 1.000 EA | 200.00000 200.00| | WATER WELL SURVEY | | | 0422 665011-001 LUMP| 10000.00000 10000.00| | INSTALL RAILROAD CROSSING SURFACE, | | | TEMPORARY | | | 0425 401001-011 AA1 16696.000 TN | 44.00000 734624.00| | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -45 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 55-0345840 | | |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 401001-012 AA2 15193.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0435 401001-011 BB1 61249.000 TN | 38.00000 2327462.00| | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0440 401001-012 BB2 55737.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0445 402001-011 CC1 10668.000 TN | 55.55000 592607.40| | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0450 402001-012 CC2 9708.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0455 604076-016 DD1 422.000 LF | 48.00000 20256.00| | 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0460 604009-016 DD1 3.000 EA | 270.00000 810.00| | 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0465 604025-016 DD2 422.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A7 | | | 0470 604028-016 DD2 3.000 EA | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION, | | | 0475 604076-016 EE1 1461.000 LF | 49.00000 71589.00| | 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0480 604009-016 EE1 2.000 EA | 270.00000 540.00| | 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0485 604025-016 EE2 1461.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A7 | | | 0490 604028-016 EE2 2.000 EA | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION, | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -46 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 55-0345840 | | |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0495 604037-016 EE3 1461.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0500 604038-016 EE3 2.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0505 604076-016 FF1 28.000 LF | 46.00000 1288.00| | 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0510 604072-116 FF1 2.000 EA | 664.00000 1328.00| | 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0515 604037-016 FF2 28.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0520 604071-016 FF2 2.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0525 604076-020 GG1 1436.000 LF | 70.00000 100520.00| | 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0530 604009-020 GG1 4.000 EA | 313.00000 1252.00| | 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0535 604025-020 GG2 1436.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A7 | | | 0540 604028-020 GG2 4.000 EA | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION, | | | 0545 604076-020 HH1 1318.000 LF | 62.00000 81716.00| | 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0550 604009-020 HH1 5.000 EA | 313.00000 1565.00| | 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0555 604025-020 HH2 1318.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A7 | | | 0560 604028-020 HH2 5.000 EA | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION, | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -47 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 55-0345840 | | |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0565 604037-020 HH3 1318.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0566 604038-020 HH3 5.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0570 604076-020 JJ1 181.000 LF | 57.00000 10317.00| | 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0575 604072-120 JJ1 3.000 EA | 808.00000 2424.00| | 24 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0580 604037-020 JJ2 181.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0585 604071-020 JJ2 3.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0590 604076-022 KK1 180.000 LF | 73.00000 13140.00| | 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B2 | | | 0595 604037-022 KK2 180.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0600 604076-022 LL1 175.000 LF | 83.00000 14525.00| | 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0605 604025-022 LL2 175.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B2 | | | 0610 604037-022 LL3 175.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0615 604076-024 MM1 246.000 LF | 84.00000 20664.00| | 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B2 | | | 0620 604037-024 MM2 246.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0625 604076-024 NN1 940.000 LF | 87.00000 81780.00| | 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -48 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 55-0345840 | | |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0630 604009-024 NN1 4.000 EA | 580.00000 2320.00| | 36 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0635 604025-024 NN2 940.000 LF | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B2 | | | 0640 604028-024 NN2 4.000 EA | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION, | | | 0645 604076-026 PP1 769.000 LF | 97.00000 74593.00| | 42 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B7 | | | 0650 604037-026 PP2 769.000 LF | | | 42 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0655 604076-028 QQ1 625.000 LF | 135.00000 84375.00| | 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, C7 | | | 0660 604037-028 QQ2 625.000 LF | | | 48 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0665 604076-036 RR1 1755.000 LF | 560.00000 982800.00| | 72 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B3 | | | 0670 604025-036 RR2 1755.000 LF | | | 72 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | D3 | | | 0675 636002-001 SS1 1488.000 TN | 22.00000 32736.00| | AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0680 636002-002 SS2 1354.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 20,254,433.90| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 SEDIMENT BASINS | | | 0685 207001-001 2702.000 CY | 7.00000 18914.00| | UNCLASSIFIED EXCAVATION | | | 0690 207034-000 2410.000 SY | 2.50000 6025.00| | FABRIC FOR SEPARATION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -49 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 55-0345840 | | |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0695 211001-000 8181.000 CY | 7.00000 57267.00| | UNCLASSIFIED BORROW EXCAVATION | | | 0700 211008-000 5177.000 TN | 51.00000 264027.00| | ROCK BORROW EXCAVATION | | | 0705 211017-001 6400.000 SF | 6.00000 38400.00| | IMPERVIOUS CORE | | | 0710 604076-020 110.000 LF | 56.00000 6160.00| | 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0715 639001-001 LUMP| 18000.00000 18000.00| | CONSTRUCTION LAYOUT STAKE | | | 0720 642035-001 3.000 EA | 4000.00000 12000.00| | RISER | | | 0725 642036-001 4451.000 CY | 9.00000 40059.00| | SEDIMENT REMOVAL | | | SECTION TOTALS | $ 460,852.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 SANITARY SEWER RELOCATION | | | 0730 639001-001 LUMP| 1.00000 1.00| | CONSTRUCTION LAYOUT STAKE | | | 0735 675007-022 985.000 LF | 41.09000 40473.65| | 8 INCH PLASTIC SEWER PIPE | | | 0740 675014-001 7.000 EA | 2700.00000 18900.00| | MANHOLE COMPLETE, INCLUDING CASTING | | | 0745 675015-001 3.000 EA | 4500.00000 13500.00| | DROP MANHOLE COMPLETE, INCLUDING CASTING| | | 0750 675021-320 129.000 LF | 115.00000 14835.00| | 18 INCH STEEL CASING PIPE, THICKNESS | | | 0.375 INCH | | | SECTION TOTALS | $ 87,709.65| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 FORCE MAIN | | | 0755 639001-001 LUMP| 1.00000 1.00| | CONSTRUCTION LAYOUT STAKE | | | 0760 675007-018 1885.000 LF | 29.00000 54665.00| | 4 INCH PLASTIC SEWER PIPE ,SDR21, | | | 200PSI RATING, PUSH-ON JOINT | | | 0765 675025-001 1.000 EA | 2000.00000 2000.00| | SPECIAL STRUCTURE ,AIR RELEASE VALVE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -50 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 55-0345840 | | |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 56,666.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 SIGNALS | | | 0770 660001-001 LUMP| 8575.00000 8575.00| | SIGNAL CONTROLLER (01) | | | 0775 660002-005 6.000 EA | 196.00000 1176.00| | TRAFFIC DETECTOR, LPS-C | | | 0780 660003-006 22.000 EA | 245.00000 5390.00| | SIGNAL SECTION, V-12 | | | 0785 660003-008 6.000 EA | 229.00000 1374.00| | SIGNAL SECTION, V-8 | | | 0790 660004-040 2.000 EA | 7900.00000 15800.00| | SIGNAL SUPPORT, C1 | | | 0795 660004-042 2.000 EA | 7810.00000 15620.00| | SIGNAL SUPPORT, C1L | | | 0800 660005-010 4.000 EA | 990.00000 3960.00| | JUNCTION BOX, TYPE H | | | 0805 660007-001 LUMP| 29220.00000 29220.00| | MISCELLANEOUS SIGNAL 01 | | | SECTION TOTALS | $ 81,115.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 SIGNING & PAVEMENT MARKINGS | | | 0810 657006-001 308.000 LF | 30.00000 9240.00| | S4X7.7, A-441 SUPPORT, GALVANIZED | | | 0815 657006-005 149.000 LF | 39.00000 5811.00| | W6X12, A-441 SUPPORT, GALVANIZED | | | 0820 657006-010 81.000 LF | 46.00000 3726.00| | W8X18, A-441 SUPPORT, GALVANIZED | | | 0824 657008-001 137.000 LF | 8.00000 1096.00| | 2.00 LB CHANNEL POST | | | 0825 657010-001 1916.000 LF | 10.00000 19160.00| | 3.00 LB CHANNEL POST | | | 0826 657012-001 76.000 LF | 12.00000 912.00| | 4.00 LB BACK TO BACK CHANNEL POST | | | 0830 657017-001 16.500 CY | 1750.00000 28875.00| | CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0835 661001-001 1331.000 SF | 20.00000 26620.00| | 0.080 IN FLAT SHEET SIGN | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -51 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 55-0345840 | | |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0840 661002-001 770.000 SF | 29.50000 22715.00| | EXTRUDED PANEL SIGN | | | 0841 661004-001 7.000 EA | 4.00000 28.00| | DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | WHITE | | | 0842 661006-001 16.000 UN | 35.00000 560.00| | DELINEATOR, NINE PER UNIT, AMBER | | | 0843 661007-001 8.000 UN | 25.00000 200.00| | DELINEATOR, THREE PER UNIT, AMBER | | | 0844 661008-001 2.000 EA | 75.00000 150.00| | DELINEATOR BRACKET, TYPE A | | | 0845 661013-001 133.000 EA | 30.00000 3990.00| | PLASTIC DELINEATOR POST, WHITE | | | 0846 663001-004 33230.000 LF | 0.07000 2326.10| | EDGE LINE, TYPE II WHITE | | | 0850 663001-004 23150.000 LF | 0.07000 1620.50| | EDGE LINE, TYPE II YELLOW | | | 0855 663002-005 4785.000 LF | 0.07000 334.95| | LANE LINE OR CENTERLINE, TYPE II WHITE | | | 0860 663003-005 6710.000 LF | 0.07000 469.70| | BARRIER LINE, TYPE II | | | 0865 663004-004 2100.000 LF | 0.20000 420.00| | CHANNELIZING LINE, TYPE II | | | 0870 663005-010 293.000 LF | 9.75000 2856.75| | STOP LINE, TYPE V (24") | | | 0875 663006-010 336.000 LF | 3.00000 1008.00| | CROSSWALK LINE, TYPE V (6") | | | 0880 663007-010 735.000 LF | 9.75000 7166.25| | STRIPE, TYPE V WHITE (24") | | | 0885 663007-010 220.000 LF | 5.00000 1100.00| | STRIPE, TYPE V WHITE (12") | | | 0890 663007-010 3137.000 LF | 5.00000 15685.00| | STRIPE, TYPE V YELLOW (12") | | | 0895 663010-010 27.000 EA | 140.00000 3780.00| | LANE ARROW, TYPE V | | | 0900 663011-010 36.000 EA | 40.00000 1440.00| | LANE LETTER, TYPE V | | | 0901 663012-208 226.000 EA | 17.50000 3955.00| | RAISED PAVEMENT MARKER, TYPE P-2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -52 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 55-0345840 | | |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 165,245.25| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 HIGHWAY LIGHTING | | | 0905 662002-001 LUMP| 122440.00000 122440.00| | GALVANIZED STEEL CONDUIT 01 | | | 0910 662006-001 5.000 EA | 885.00000 4425.00| | JUNCTION BOX, TYPE A MODIFIED | | | 0915 662006-001 16.000 EA | 1175.00000 18800.00| | JUNCTION BOX, TYPE H, 18 INCH X 18 INCH | | | 0920 662007-001 26.000 EA | 405.00000 10530.00| | LUMINAIRE, 250W | | | 0925 662008-001 1.000 LS | 30265.00000 30265.00| | CABLE, 01 | | | 0930 662010-001 2.000 EA | 3170.00000 6340.00| | LIGHTING SUPPORT, TYPE I, (40-10) | | | 0935 662010-001 9.000 EA | 3615.00000 32535.00| | LIGHTING SUPPORT, TYPE I, (40-15) | | | 0940 662010-001 13.000 EA | 3615.00000 46995.00| | LIGHTING SUPPORT, TYPE I, (40-20) | | | 0945 662013-001 LUMP| 6860.00000 6860.00| | SERVICE AND CONTROL STATION, 01 | | | 0950 662014-001 LUMP| 340.00000 340.00| | INCIDENTAL ELECTRICAL WORK | | | 0955 662015-001 1.000 LS | 340.00000 340.00| | ELECTRICAL TEST, | | | SECTION TOTALS | $ 279,870.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 BRIDGE #10443 | | | 0960 212005-000 90.000 CY | 80.00000 7200.00| | SELECT MATERIAL FOR BACKFILLING | | | 0965 601002-001 127.000 CY | 440.00000 55880.00| | CLASS B CONCRETE | | | 0970 601009-001 442.000 CY | 650.00000 287300.00| | CLASS H CONCRETE | | | 0975 601009-003 36.000 CY | 900.00000 32400.00| | CLASS H CONCRETE, ARCHITECTURAL | | | 0977 601014-001 LUMP| 560.00000 560.00| | TEST SLAB | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -53 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 55-0345840 | | |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0980 602002-001 87888.000 LB | 1.15000 101071.20| | EPOXY COATED REINFORCING STEEL BAR | | | 0985 615001-001 1.000 LS | 550000.00000 550000.00| | STEEL SUPERSTRUCTURE | | | 0990 616005-018 641.000 LF | 73.00000 46793.00| | HP14X73 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0995 617003-001 435.000 LF | 58.00000 25230.00| | ALUMINUM RAILING , ANODIZED | | | 1000 627017-001 14.000 LF | 105.00000 1470.00| | INSTALL SILICONE EXPANSION JOINT SYSTEM | | | 1005 639001-001 LUMP| 29200.00000 29200.00| | CONSTRUCTION LAYOUT STAKE | | | 1010 662002-001 LUMP| 3950.00000 3950.00| | GALVANIZED STEEL CONDUIT | | | 1015 662006-001 1.000 EA | 560.00000 560.00| | JUNCTION BOX, TYPE A (MODIFIED) | | | 1025 626002-001 TT1 7048.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 1030 626002-002 TT2 7048.000 SF | 54.00000 380592.00| | MSE RETAINING WALL, REINFORCED EARTH | | | 1035 626002-003 TT3 7048.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 1040 626002-004 TT4 7048.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 1045 626002-005 TT5 7048.000 SF | | | MSE RETAINING WALL, ARES | | | SECTION TOTALS | $ 1,522,206.20| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 BRIDGE #10444 | | | 1050 212001-000 186.000 CY | 24.00000 4464.00| | STRUCTURE EXCAVATION | | | 1055 212005-000 91.000 CY | 78.00000 7098.00| | SELECT MATERIAL FOR BACKFILLING | | | 1060 601002-001 145.000 CY | 600.00000 87000.00| | CLASS B CONCRETE | | | 1065 601009-001 329.000 CY | 665.00000 218785.00| | CLASS H CONCRETE | | | 1070 601009-003 25.000 CY | 900.00000 22500.00| | CLASS H CONCRETE, ARCHITECTURAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -54 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 55-0345840 | | |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1075 601014-001 LUMP| 560.00000 560.00| | TEST SLAB | | | 1080 602001-001 27056.000 LB | 0.95000 25703.20| | REINFORCING STEEL BAR | | | 1085 602002-001 56950.000 LB | 1.15000 65492.50| | EPOXY COATED REINFORCING STEEL BAR | | | 1090 615001-001 1.000 LS | 400000.00000 400000.00| | STEEL SUPERSTRUCTURE | | | 1095 615029-001 20.000 EA | 280.00000 5600.00| | NON-GUIDED BEARING, | | | 1100 617003-001 276.000 LF | 58.00000 16008.00| | ALUMINUM RAILING ,ANODIZED | | | 1105 625001-012 147.000 LF | 705.00000 103635.00| | 36 INCH DIAMETER DRILLED CAISSONS | | | 1110 625003-010 164.000 LF | 705.00000 115620.00| | 30 INCH ROCK SOCKET FOUNDATION | | | 1115 625004-012 LUMP| 28150.00000 28150.00| | 36 INCH DRILLED CAISSON TEST HOLE | | | 1120 639001-001 LUMP| 29270.00000 29270.00| | CONSTRUCTION LAYOUT STAKE | | | 1125 662002-001 LUMP| 13500.00000 13500.00| | GALVANIZED STEEL CONDUIT | | | SECTION TOTALS | $ 1,143,385.70| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 BRIDGE #10445 | | | 1130 212001-000 400.000 CY | 25.00000 10000.00| | STRUCTURE EXCAVATION | | | 1135 212005-000 140.000 CY | 78.00000 10920.00| | SELECT MATERIAL FOR BACKFILLING | | | 1137 218004-001 1250.000 SY | 24.00000 30000.00| | 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 1140 601002-001 633.000 CY | 600.00000 379800.00| | CLASS B CONCRETE | | | 1145 601009-001 1969.000 CY | 640.00000 1260160.00| | CLASS H CONCRETE | | | 1150 601009-003 101.000 CY | 900.00000 90900.00| | CLASS H CONCRETE, ARCHITECTURAL | | | 1155 601014-001 LUMP| 560.00000 560.00| | TEST SLAB | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -55 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 55-0345840 | | |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1160 602001-001 112539.000 LB | 0.95000 106912.05| | REINFORCING STEEL BAR | | | 1165 602002-001 347949.000 LB | 1.00000 347949.00| | EPOXY COATED REINFORCING STEEL BAR | | | 1170 615001-001 1.000 LS | 2400000.00000 2400000.00| | STEEL SUPERSTRUCTURE | | | 1171 615028-001 16.000 EA | 365.00000 5840.00| | GUIDED BEARING, | | | 1172 615029-001 16.000 EA | 450.00000 7200.00| | NON-GUIDED BEARING, | | | 1173 615030-001 8.000 EA | 500.00000 4000.00| | FIXED BEARING, | | | 1175 617003-001 1305.000 LF | 58.00000 75690.00| | ALUMINUM RAILING , ANODIZED | | | 1180 625001-016 409.000 LF | 700.00000 286300.00| | 48 INCH DIAMETER DRILLED CAISSONS | | | 1185 625001-020 192.000 LF | 950.00000 182400.00| | 60 INCH DIAMETER DRILLED CAISSONS | | | 1190 625003-014 89.000 LF | 700.00000 62300.00| | 42 INCH ROCK SOCKET FOUNDATION | | | 1195 625003-018 161.000 LF | 950.00000 152950.00| | 54 INCH ROCK SOCKET FOUNDATION | | | 1200 625004-020 LUMP| 31000.00000 31000.00| | 60 INCH DRILLED CAISSON TEST HOLE | | | 1205 639001-001 LUMP| 34000.00000 34000.00| | CONSTRUCTION LAYOUT STAKE | | | 1210 662002-001 LUMP| 40500.00000 40500.00| | GALVANIZED STEEL CONDUIT | | | 1215 662006-001 4.000 EA | 560.00000 2240.00| | JUNCTION BOX, TYPE A (MODIFIED) | | | SECTION TOTALS | $ 5,521,621.05| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 STREAM STABILIZATION | | | 1220 201001-000 1.000 LS | 5600.00000 5600.00| | CLEARING AND GRUBBING | | | 1224 207001-001 31.000 CY | 8.00000 248.00| | UNCLASSIFIED EXCAVATION , SCOUR POOL | | | 1225 207001-001 865.000 CY | 10.00000 8650.00| | UNCLASSIFIED EXCAVATION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -56 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 55-0345840 | | |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1235 639001-001 LUMP| 17000.00000 17000.00| | CONSTRUCTION LAYOUT STAKE | | | 1240 641010-001 432.000 EA | 2.84000 1226.88| | LIVE PLANT CUTTINGS, 2FT. LIVE STAKE | | | 1241 641021-001 168.000 CY | 113.00000 18984.00| | ROCK J-HOOK, | | | 1242 652003-003 23.000 LB | 4.93000 113.39| | SEED MIXTURE, WETLAND, | | | 1243 655002-001 720.000 SY | 7.28000 5241.60| | PERMANENT EROSION MATTING, TYPE B | | | SECTION TOTALS | $ 57,063.87| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0012 WATERLINE RELOCATION | | | 1244 639001-001 LUMP| 1.00000 1.00| | CONSTRUCTION LAYOUT STAKE | | | 1245 670004-222 100.000 LF | 50.00000 5000.00| | 8 INCH DUCTILE IRON PIPE, TYPE II, | | | CLASS 52 | | | 1250 670007-004 70.000 LF | 20.00000 1400.00| | 3/4 INCH PLASTIC PIPE, CLASS 200 | | | 1255 670007-022 1820.000 LF | 45.00000 81900.00| | 8 INCH PLASTIC PIPE, CLASS 200 | | | 1260 670010-300 234.000 LF | 95.00000 22230.00| | 16 INCH STEEL CASING PIPE, THICKNESS | | | 0.1875 INCH | | | 1265 670015-040 1.000 EA | 1500.00000 1500.00| | 3/4 INCH METER ,HIGH PRESSURE SETTING | | | 1270 670019-221 2.000 EA | 4000.00000 8000.00| | 8 INCH SPECIAL VALVE, TAP AND SLEEVE | | | WITH BOX | | | SECTION TOTALS | $ 120,031.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0013 LANDSCAPING | | | 1275 639001-001 LUMP| 17000.00000 17000.00| | CONSTRUCTION LAYOUT STAKE | | | 1285 642011-001 3740.000 EA | 32.00000 119680.00| | HAY OR STRAW BALE | | | 1290 651001-001 22207.000 CY | 18.00000 399726.00| | FURNISHING AND PLACING TOPSOIL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -57 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 55-0345840 | | |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1295 653001-001 350.000 EA | 10.86000 3801.00| | VINES, FAST GROWING, PARTHENOCISSUS | | | QUINQUEFOLIA | | | 1300 653001-001 350.000 EA | 10.86000 3801.00| | VINES, FAST GROWING, VITIS AESTIVALIS | | | 1305 654001-001 29.000 EA | 63.44000 1839.76| | TREE, DECIDUOUS, ACER RUBRUM | | | 1310 654001-001 13.000 EA | 69.98000 909.74| | TREE, DECIDUOUS, BETULA LENTA | | | 1315 654001-001 38.000 EA | 81.76000 3106.88| | TREE, DECIDUOUS, NYSSA SYLVATICA | | | 1320 654001-001 30.000 EA | 92.23000 2766.90| | TREE, DECIDUOUS, OXYDENDRUM ARBOREUM | | | 1325 654001-001 24.000 EA | 69.99000 1679.76| | TREE, DECIDUOUS, PLATANUS OCCIDENTALIS | | | 1330 654001-001 41.000 EA | 69.98000 2869.18| | TREE, DECIDUOUS, PRUNUS SEROTINA | | | 1335 654001-001 27.000 EA | 69.98000 1889.46| | TREE, DECIDUOUS, QUERCUS PRIMUS | | | 1340 654001-001 43.000 EA | 69.98000 3009.14| | TREE, DECIDUOUS, QUERCUS RUBRA | | | 1345 654003-001 101.000 EA | 44.14000 4458.14| | SHRUB, DECIDUOUS, AMELANCHIER ABOREA | | | 1350 654003-001 142.000 EA | 35.41000 5028.22| | SHRUB, DECIDUOUS, CERCIS CANADENSIS | | | 1355 654003-001 101.000 EA | 35.41000 3576.41| | SHRUB, DECIDUOUS, RHUS GLABRA | | | 1360 654003-001 76.000 EA | 35.41000 2691.16| | SHRUB, DECIDUOUS, RHUS TYPHIRA | | | 1365 654003-001 66.000 EA | 31.16000 2056.56| | SHRUB, DECIDUOUS, VIBURNUM PRUNIFOLIUM | | | 1375 654004-001 167.000 EA | 54.97000 9179.99| | SHRUB, EVERGREEN, KALMIA LATIFOLIA | | | 1385 654004-001 220.000 EA | 66.74000 14682.80| | SHRUB, EVERGREEN, THUJA OCCIDENTALIS | | | 1395 654005-001 20.000 EA | 92.23000 1844.60| | TREE, EVERGREEN, JUNIPERUS VIRGINIANA | | | 1400 654005-001 27.000 EA | 84.38000 2278.26| | TREE, EVERGREEN, PINUS STROBUS | | | 1405 654005-001 35.000 EA | 84.38000 2953.30| | TREE, EVERGREEN, PINUS VIRGINIANA | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 009 -58 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0227641R1 COUNTIES : HARDY LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 55-0345840 | | |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1410 654005-001 35.000 EA | 96.16000 3365.60| | TREE, EVERGREEN, IIEX OPACA | | | 1415 654006-001 54.000 MG | 544.65000 29411.10| | WATER FOR PLANTS | | | SECTION TOTALS | $ 643,604.96| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0014 ON JOB TRAINING | | | 1420 699000-001 2000.000 HR | 0.80000 1600.00| | ON JOB TRAINING | | | SECTION TOTALS | $ 1,600.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0015 COMPUTER SYSTEM | | | 1425 640004-001 LUMP| 10000.00000 10000.00| | COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 10,000.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 30,405,404.58| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 010 -1 VENDOR RANKING CALL ORDER : 010 CONTRACT ID : 0310744R1 COUNTIES : CABELL LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : HAL GREER BOULEVARD PROJECT(S) : S306-0010/00-015.22 00 0STP 0010 120 E00 LOCATION: CO 46 TO 0.2 MI S WASHINGTON BLVD 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 61-0897043 MOUNTAIN ENTERPRISES, INC. DBA LENORE ASPHALT, INC $ 478,147.65 100.0000% 2 55-0570769 WEST VIRGINIA PAVING, INC. $ 621,997.01 130.0847% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 010 -2 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0310744R1 COUNTIES : CABELL LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 61-0897043 |(2) 55-0570769 | |MOUNTAIN ENTERPRISES, INC. |WEST VIRGINIA PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0005 204001-000 LUMP| 21500.00000 21500.00| 23955.00000 23955.00| MOBILIZATION | | | 0010 204001-000 LUMP| 1.00000 1.00| 250.00000 250.00| MOBILIZATION PERMENANT PAVEMENT MARKINGS| | | 0015 204001-000 LUMP| 500.00000 500.00| 600.00000 600.00| MOBILIZATION 3-DAY, TEMPRARY PAVEMENT | | | MARKINGS | | | 0020 207001-001 143.000 CY | 199.20000 28485.60| 40.00000 5720.00| UNCLASSIFIED EXCAVATION | | | 0025 229001-000 2.250 MI | 3450.00000 7762.50| 8525.00000 19181.25| SHOULDER AND DITCH | | | 0030 240001-000 785.000 LF | 12.00000 9420.00| 29.00000 22765.00| CLEAN CULVERT | | | 0035 240002-000 12.000 EA | 800.00000 9600.00| 350.00000 4200.00| CLEAN INLET | | | 0040 408002-001 2125.000 GA | 0.85000 1806.25| 1.10000 2337.50| BITUMINOUS MATERIAL | | | 0045 415005-001 4246.000 SY | 2.99000 12695.54| 3.50000 14861.00| REMOVE EXISTING PAVEMENT SURFACE | | | 0050 605015-001 1.000 EA | 1100.00000 1100.00| 1200.00000 1200.00| ADJUST MANHOLE TYPE A | | | 0055 605020-001 6.000 EA | 700.00000 4200.00| 500.00000 3000.00| INSTALL INLET GRATE, G | | | 0060 607001-001 50.000 LF | 13.50000 675.00| 20.00000 1000.00| TYPE 1 GUARDRAIL, CLASS 1 | | | 0065 607009-001 13250.000 LF | 4.80000 63600.00| 7.50000 99375.00| TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0070 607010-001 450.000 LF | 2.00000 900.00| 1.25000 562.50| TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0075 607025-001 4.000 EA | 550.00000 2200.00| 1200.00000 4800.00| CUT SLOPE TERMINAL, TYPE A | | | 0080 607030-001 8.000 EA | 415.00000 3320.00| 500.00000 4000.00| SPECIAL TRAILING END TERMINAL | | | 0085 607035-001 20.000 EA | 150.00000 3000.00| 125.00000 2500.00| GUARDRAIL ELEMENT | | | 0090 607039-001 40.000 EA | 5.00000 200.00| 6.00000 240.00| 6X6X14 IN TREATED WOOD BLOCK | | | 0095 607046-001 40.000 EA | 40.00000 1600.00| 60.00000 2400.00| 7 INCH ROUND X 6 FT TREATED WOOD POST | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 010 -3 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0310744R1 COUNTIES : CABELL LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 61-0897043 |(2) 55-0570769 | |MOUNTAIN ENTERPRISES, INC. |WEST VIRGINIA PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 607065-001 5.000 EA | 1190.00000 5950.00| 1200.00000 6000.00| FLARED END TERMINAL | | | 0105 636008-001 23800.000 LF | 0.19000 4522.00| 0.25000 5950.00| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0110 636011-001 10500.000 UN | 0.95000 9975.00| 3.50000 36750.00| TRAFFIC CONTROL DEVICE | | | 0115 636014-001 2.000 HR | 47.00000 94.00| 125.00000 250.00| FLAGGER | | | 0120 636021-001 58.000 DA | 10.00000 580.00| 30.00000 1740.00| ELECTRIC ARROW | | | 0125 636025-001 250.000 DA | 1.00000 250.00| 2.50000 625.00| WARNING LIGHTS, TYPE B | | | 0130 636026-001 LUMP| 2200.00000 2200.00| 6000.00000 6000.00| TEMPORARY LIGHTING | | | 0135 642004-002 171.000 LB | 3.90000 666.90| 4.00000 684.00| SEED MIXTURE, B | | | 0140 642005-001 3.500 TN | 550.00000 1925.00| 550.00000 1925.00| MULCH, STRAW OR HAY | | | 0145 642006-001 0.700 TN | 975.00000 682.50| 1000.00000 700.00| FERTILIZER | | | 0150 642031-001 9.000 EA | 25.00000 225.00| 5.00000 45.00| DITCH CHECK | | | 0155 657008-001 420.000 LF | 4.90000 2058.00| 2.75000 1155.00| 2.00 LB CHANNEL POST | | | 0160 661004-001 60.000 EA | 3.80000 228.00| 5.00000 300.00| DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | 0165 661013-001 63.000 EA | 36.00000 2268.00| 30.00000 1890.00| PLASTIC DELINEATOR POST, | | | 0170 663001-004 18791.000 LF | 0.11000 2067.01| 0.18000 3382.38| EDGE LINE, TYPE II WHITE | | | 0175 663001-004 18791.000 LF | 0.11000 2067.01| 0.18000 3382.38| EDGE LINE, TYPE II YELLOW | | | 0180 663002-010 4788.000 LF | 3.25000 15561.00| 4.00000 19152.00| LANE LINE OR CENTERLINE, TYPE V WHITE | | | 0185 663004-004 1040.000 LF | 0.23000 239.20| 0.30000 312.00| CHANNELIZING LINE, TYPE II | | | 0190 663005-010 184.000 LF | 9.00000 1656.00| 12.00000 2208.00| STOP LINE, TYPE V | | | 0195 663007-010 148.000 LF | 5.00000 740.00| 6.00000 888.00| STRIPE, TYPE V WHITE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 010 -4 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0310744R1 COUNTIES : CABELL LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 61-0897043 |(2) 55-0570769 | |MOUNTAIN ENTERPRISES, INC. |WEST VIRGINIA PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 663010-010 24.000 EA | 139.00000 3336.00| 160.00000 3840.00| LANE ARROW, TYPE V | | | 0205 663011-010 24.000 EA | 39.00000 936.00| 45.00000 1080.00| LANE LETTER, TYPE V | | | 0210 663012-026 26.000 EA | 45.00000 1170.00| 30.00000 780.00| RAISED PAVEMENT MARKER, TYPE C-6R | | | 0215 307005-001 AA1 1131.000 TN | 21.79000 24644.49| 25.00000 28275.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0220 307005-002 AA2 1079.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0225 401001-001 BB1 283.000 TN | 139.95000 39605.85| 120.00000 33960.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0230 401001-002 BB2 270.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0235 401003-001 CC1 400.000 TN | | 58.00000 23200.00| MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0240 401003-002 CC2 356.000 TN | 44.90000 15984.40| | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0245 402001-001 DD1 3872.000 TN | | 58.00000 224576.00| MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0250 402001-002 DD2 3696.000 TN | 44.90000 165950.40| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | SECTION TOTALS | $ 478,147.65| $ 621,997.01| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 478,147.65| $ 621,997.01| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 011 -1 VENDOR RANKING CALL ORDER : 011 CONTRACT ID : 0400803R1 COUNTIES : RANDOLPH LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 08 CONTRACT DESCRIPTION : BACK ROAD PROJECT(S) : S342-0039/00-003.14 00 LOCATION: 0.34 MI S CR 39/1 - CR 38 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 189,701.38 100.0000% 2 55-0328627 J. F. ALLEN COMPANY $ 228,683.12 120.5490% 55-0663428 MEADOWS STONE & PAVING, INC. IRREGULAR 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 011 -2 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0400803R1 COUNTIES : RANDOLPH LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0328627 | |WEST VIRGINIA PAVING, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 WIDENING, RESURFACING, PVMT MARKINGS, STONE SHLD | | | 0005 204001-000 LUMP| 2116.00000 2116.00| 1.00000 1.00| MOBILIZATION | | | 0007 207001-001 695.000 CY | 0.01000 6.95| 17.95000 12475.25| UNCLASSIFIED EXCAVATION | | | 0010 408002-001 875.000 GA | 1.00000 875.00| 1.25000 1093.75| BITUMINOUS MATERIAL | | | 0015 636006-001 13.000 DA | 0.01000 0.13| 0.01000 0.13| PILOT TRUCK AND DRIVER | | | 0020 636011-001 2590.000 UN | 0.01000 25.90| 0.85000 2201.50| TRAFFIC CONTROL DEVICE | | | 0025 636014-001 260.000 HR | 0.01000 2.60| 0.01000 2.60| FLAGGER | | | 0030 663002-004 5.640 MI | 375.00000 2115.00| 414.75000 2339.19| LANE LINE OR CENTERLINE, TYPE II | | | 0035 663002-004 5.640 MI | 370.00000 2086.80| 446.25000 2516.85| LANE LINE OR CENTERLINE, TYPE II | | | (TEMPORARY) | | | 0040 307005-001 AA1 750.000 TN | 15.90000 11925.00| 14.85000 11137.50| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0045 307005-002 AA2 683.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0050 401001-001 BB1 1375.000 TN | 40.00000 55000.00| 43.35000 59606.25| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0055 401001-002 BB2 1251.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0060 401003-001 CC1 250.000 TN | 39.00000 9750.00| 38.20000 9550.00| MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0065 401003-002 CC2 228.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0070 401007-001 DD1 1580.000 TN | 33.00000 52140.00| 39.85000 62963.00| MARSHALL SCRATCH COURSE, STONE OR GRAVEL| | | 0075 401007-002 DD2 1438.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 011 -3 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0400803R1 COUNTIES : RANDOLPH LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0328627 | |WEST VIRGINIA PAVING, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 401002-001 EE1 1626.000 TN | 33.00000 53658.00| 39.85000 64796.10| MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE 1 | | | 0085 401002-002 EE2 1480.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 189,701.38| $ 228,683.12| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 189,701.38| $ 228,683.12| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 012 -1 VENDOR RANKING CALL ORDER : 012 CONTRACT ID : 0402902 COUNTIES : PUTNAM LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : WV 34 AT CVS PHARMACY TRAFFIC SIGNAL PROJECT(S) : U340-0034/00-013.88 00 LOCATION: I/S WV 34 AND CR 34/42 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0646159 WEST VIRGINIA SIGNAL AND LIGHT, INC. $ 21,663.70 100.0000% 2 55-0715431 STEALTH, LTD. $ 26,417.00 121.9413% 3 55-0343932 BAYLISS & RAMEY, INC. $ 30,374.98 140.2114% 4 54-0458233 DAVIS H. ELLIOT CONSTRUCTION COMPANY, INC. $ 35,500.00 163.8685% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 012 -2 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0402902 COUNTIES : PUTNAM LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 55-0646159 |(2) 55-0715431 |(3) 55-0343932 |WEST VIRGINIA SIGNAL & LIGHT|STEALTH, LTD. |BAYLISS & RAMEY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL | | | 0005 204001-000 LUMP| 2450.00000 2450.00| 500.00000 500.00| 3400.00000 3400.00 MOBILIZATION | | | 0010 636007-001 350.000 LF | 0.56000 196.00| 0.61000 213.50| 1.52000 532.00 ERADICATION OF PAVEMENT MARKING | | | 0015 636011-001 3690.000 UN | 0.01000 36.90| 0.01000 36.90| 0.10000 369.00 TRAFFIC CONTROL DEVICE | | | 0020 636014-001 80.000 HR | 0.01000 0.80| 48.00000 3840.00| 0.10000 8.00 FLAGGER | | | 0025 660001-002 LUMP| 500.00000 500.00| 537.00000 537.00| 2250.00000 2250.00 SIGNAL CONTROLLER, INSTALLATION ONLY | | | 0030 660003-001 2.000 EA | 750.00000 1500.00| 752.65000 1505.30| 715.00000 1430.00 SIGNAL SECTION, G-16 | | | 0035 660003-006 6.000 EA | 300.00000 1800.00| 243.21000 1459.26| 325.00000 1950.00 SIGNAL SECTION, V-12 | | | 0040 660003-007 6.000 EA | 100.00000 600.00| 111.71000 670.26| 125.00000 750.00 SIGNAL SECTION, INSTALLATION ONLY, V-12 | | | 0045 660005-010 1.000 EA | 1000.00000 1000.00| 1119.00000 1119.00| 1400.00000 1400.00 JUNCTION BOX, TYPE H | | | 0050 660007-001 LUMP| 10000.00000 10000.00| 9542.00000 9542.00| 11275.00000 11275.00 MISCELLANEOUS SIGNAL 01 | | | 0055 660007-001 LUMP| 1800.00000 1800.00| 4975.03000 4975.03| 4700.00000 4700.00 MISCELLANEOUS SIGNAL 02 | | | 0060 663004-011 75.000 LF | 4.80000 360.00| 5.45000 408.75| 6.72000 504.00 CHANNELIZING LINE, TYPE V (8") | | | 0065 663005-010 50.000 LF | 16.00000 800.00| 18.20000 910.00| 20.37000 1018.50 STOP LINE, TYPE V (24") | | | 0070 663010-010 4.000 EA | 155.00000 620.00| 175.00000 700.00| 197.12000 788.48 LANE ARROW, TYPE V | | | SECTION TOTALS | $ 21,663.70| $ 26,417.00| $ 30,374.98 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 21,663.70| $ 26,417.00| $ 30,374.98 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 012 -3 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0402902 COUNTIES : PUTNAM LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 54-0458233 | | |DAVIS H. ELLIOT CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL | | | 0005 204001-000 LUMP| 5000.00000 5000.00| | MOBILIZATION | | | 0010 636007-001 350.000 LF | 0.56000 196.00| | ERADICATION OF PAVEMENT MARKING | | | 0015 636011-001 3690.000 UN | 0.10000 369.00| | TRAFFIC CONTROL DEVICE | | | 0020 636014-001 80.000 HR | 0.10000 8.00| | FLAGGER | | | 0025 660001-002 LUMP| 2500.00000 2500.00| | SIGNAL CONTROLLER, INSTALLATION ONLY | | | 0030 660003-001 2.000 EA | 750.00000 1500.00| | SIGNAL SECTION, G-16 | | | 0035 660003-006 6.000 EA | 201.00000 1206.00| | SIGNAL SECTION, V-12 | | | 0040 660003-007 6.000 EA | 100.00000 600.00| | SIGNAL SECTION, INSTALLATION ONLY, V-12 | | | 0045 660005-010 1.000 EA | 1000.00000 1000.00| | JUNCTION BOX, TYPE H | | | 0050 660007-001 LUMP| 13768.02000 13768.02| | MISCELLANEOUS SIGNAL 01 | | | 0055 660007-001 LUMP| 7500.00000 7500.00| | MISCELLANEOUS SIGNAL 02 | | | 0060 663004-011 75.000 LF | 5.00000 375.00| | CHANNELIZING LINE, TYPE V (8") | | | 0065 663005-010 50.000 LF | 16.67000 833.50| | STOP LINE, TYPE V (24") | | | 0070 663010-010 4.000 EA | 161.12000 644.48| | LANE ARROW, TYPE V | | | SECTION TOTALS | $ 35,500.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 35,500.00| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 013 -1 VENDOR RANKING CALL ORDER : 013 CONTRACT ID : 0403701R1 COUNTIES : PUTNAM LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : HURRICANE MAINTENANCE HEADQUARTERS PROJECT(S) : G040-0HDQ/00-007.00 00 LOCATION: 0.4 MI N CO 19 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0772956 HAGER CONSTRUCTION,LLC $ 747,601.45 100.0000% 2 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 967,264.00 129.3823% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 013 -2 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 0403701R1 COUNTIES : PUTNAM LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 55-0772956 |(2) 55-0487806 | |HAGER CONSTRUCTION, LLC |ORDERS CONSTRUCTION COMPANY,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 HURRICANE MAINTENANCE HDQS | | | 0005 204001-000 LUMP| 7000.00000 7000.00| 52700.00000 52700.00| MOBILIZATION | | | 0010 207001-001 628.000 CY | 19.80000 12434.40| 17.00000 10676.00| UNCLASSIFIED EXCAVATION | | | 0015 207034-000 3400.000 SY | 0.82000 2788.00| 1.40000 4760.00| FABRIC FOR SEPARATION | | | 0020 211001-000 207.000 CY | 33.00000 6831.00| 31.00000 6417.00| UNCLASSIFIED BORROW EXCAVATION | | | 0025 601002-001 12.000 CY | 800.00000 9600.00| 830.00000 9960.00| CLASS B CONCRETE | | | 0030 604050-012 148.000 LF | 33.00000 4884.00| 69.00000 10212.00| 15 INCH CORRUGATED POLYETHYLENE PIPE | | | 0035 604050-016 381.000 LF | 77.00000 29337.00| 73.00000 27813.00| 18 INCH CORRUGATED POLYETHYLENE PIPE | | | 0040 605009-001 7.000 EA | 2750.00000 19250.00| 2400.00000 16800.00| TYPE G INLET | | | 0045 639001-001 LUMP| 6000.00000 6000.00| 3700.00000 3700.00| CONSTRUCTION LAYOUT STAKE | | | 0050 640006-001 6.000 MO | 1000.00000 6000.00| 1600.00000 9600.00| SMALL FIELD OFFICE | | | 0055 642004-001 50.000 LB | 28.00000 1400.00| 19.00000 950.00| SEED MIXTURE, TEMPORARY | | | 0060 642005-001 0.200 TN | 12320.00000 2464.00| 3400.00000 680.00| MULCH, STRAW OR HAY | | | 0065 642006-001 0.200 TN | 3248.00000 649.60| 3300.00000 660.00| FERTILIZER | | | 0070 642012-001 600.000 LF | 1.10000 660.00| 3.90000 2340.00| SILT FENCE | | | 0075 652001-001 0.200 TN | 560.00000 112.00| 2000.00000 400.00| AGRICULTURAL LIMESTONE | | | 0080 652003-001 50.000 LB | 8.96000 448.00| 15.00000 750.00| SEED MIXTURES, B, C-1, OR C-2 | | | 0085 652004-001 0.200 TN | 12320.00000 2464.00| 3400.00000 680.00| STRAW OR HAY MULCH | | | 0090 670008-120 80.000 LF | 25.00000 2000.00| 58.00000 4640.00| 2 INCH COPPER SERVICE PIPE | | | 0095 671001-120 110.000 LF | 22.00000 2420.00| 58.00000 6380.00| 2 INCH GAS LINE, | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 013 -3 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 0403701R1 COUNTIES : PUTNAM LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 55-0772956 |(2) 55-0487806 | |HAGER CONSTRUCTION, LLC |ORDERS CONSTRUCTION COMPANY,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 672001-001 LUMP| 548250.00000 548250.00| 698600.00000 698600.00| CONSTRUCT OFFICE BUILDING 120' X 52' | | | 0105 675007-018 390.000 LF | 16.50000 6435.00| 56.00000 21840.00| 4 INCH PLASTIC SEWER PIPE | | | 0110 307005-001 AA1 1095.000 TN | 26.73000 29269.35| 27.00000 29565.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS I | | | 0115 307005-002 AA2 1007.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS I | | | 0120 401001-001 BB1 642.000 TN | 52.80000 33897.60| 53.00000 34026.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0125 401001-002 BB2 591.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0130 401002-001 CC1 215.000 TN | 60.50000 13007.50| 61.00000 13115.00| MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE 1 | | | 0135 401002-002 CC2 198.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 747,601.45| $ 967,264.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 747,601.45| $ 967,264.00| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 014 -1 VENDOR RANKING CALL ORDER : 014 CONTRACT ID : 0332140R1 COUNTIES : DODDRIDGE LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : MORGANS RUN TO ARNOLDS CREEK PROJECT(S) : S309-0050/00-001.34 00 00NH 0050 217 E00 LOCATION: BEGIN: JCT CO 50/30 END: JCT CO 11 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0583614 CARL KELLY PAVING, INC. $ 988,307.55 100.0000% 2 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 1,054,495.00 106.6970% 3 55-0328627 J. F. ALLEN COMPANY $ 1,083,462.18 109.6280% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 014 -2 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 0332140R1 COUNTIES : DODDRIDGE LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0583614 |(2) 55-0481221 |(3) 55-0328627 |CARL KELLY PAVING, INC. |MOUNTAINEER CONTRACTORS, INC|J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING, PAVEMENT MARKINGS, GUARDRAIL, AND DRAINAGE | | | 0005 204001-000 LUMP| 82680.84000 82680.84| 25000.00000 25000.00| 1000.00000 1000.00 MOBILIZATION | | | 0010 204003-000 1.000 EA | 105.78000 105.78| 500.00000 500.00| 367.50000 367.50 MOBILIZATION, PER JOB ORDER (TEMPORARY | | | MARKINGS) | | | 0015 204003-000 1.000 EA | 317.34000 317.34| 500.00000 500.00| 367.50000 367.50 MOBILIZATION, PER JOB ORDER (TEMPORARY | | | MARKINGS) | | | 0020 307005-001 AA1 3600.000 TN | 18.50000 66600.00| 19.50000 70200.00| 21.50000 77400.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0025 307005-002 AA2 3420.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0030 401007-001 BB1 3700.000 TN | 40.13000 148481.00| 36.50000 135050.00| 45.45000 168165.00 MARSHALL SCRATCH COURSE, STONE OR GRAVEL| | | 0035 401007-002 BB2 3515.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0040 402001-001 CC1 13000.000 TN | 36.91000 479830.00| 40.00000 520000.00| 47.10000 612300.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0045 402001-002 CC2 12350.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | 0050 408002-001 6100.000 GA | 0.01000 61.00| 0.50000 3050.00| 1.25000 7625.00 BITUMINOUS MATERIAL | | | 0055 415005-001 1540.000 SY | 6.00000 9240.00| 8.00000 12320.00| 4.40000 6776.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0060 507002-001 50.000 TN | 220.51000 11025.50| 40.00000 2000.00| 1.00000 50.00 CRACK AND POTHOLE REPAIR | | | 0065 607001-001 200.000 LF | 12.69000 2538.00| 12.00000 2400.00| 12.60000 2520.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0070 607009-001 22587.500 LF | 3.84000 86736.00| 3.63000 81992.63| 3.85000 86961.88 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0075 607010-020 75.000 LF | 2.12000 159.00| 2.00000 150.00| 2.10000 157.50 GUARDRAIL REMOVAL | | | 0080 607023-001 2.000 EA | 581.80000 1163.60| 550.00000 1100.00| 577.50000 1155.00 MODIFIED CUT SLOPE TERMINAL, TYPE A | | | 0085 607065-001 1.000 EA | 1348.71000 1348.71| 1275.00000 1275.00| 1338.75000 1338.75 FLARED END TERMINAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 014 -3 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 0332140R1 COUNTIES : DODDRIDGE LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0583614 |(2) 55-0481221 |(3) 55-0328627 |CARL KELLY PAVING, INC. |MOUNTAINEER CONTRACTORS, INC|J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 636008-001 213850.000 LF | 0.07000 14969.50| 0.10000 21385.00| 0.13000 27800.50 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0100 636011-001 37400.000 UN | 0.76000 28424.00| 1.35000 50490.00| 1.30000 48620.00 TRAFFIC CONTROL DEVICE | | | 0105 636013-001 375.000 EA | 0.01000 3.75| 2.50000 937.50| 1.60000 600.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0110 636014-001 600.000 HR | 0.01000 6.00| 0.01000 6.00| 0.01000 6.00 FLAGGER | | | 0115 636014-002 400.000 HR | 42.31000 16924.00| 35.00000 14000.00| 0.01000 4.00 TRAFFIC DIRECTOR | | | 0120 636021-001 100.000 DA | 0.01000 1.00| 12.00000 1200.00| 1.00000 100.00 ELECTRIC ARROW | | | 0125 636022-001 100.000 DA | 0.01000 1.00| 60.00000 6000.00| 42.00000 4200.00 CHANGAEBLE MESSAGE SIGN | | | 0130 636025-001 3200.000 DA | 1.06000 3392.00| 1.00000 3200.00| 0.01000 32.00 WARNING LIGHTS, TYPE | | | 0135 639001-001 LUMP| 500.00000 500.00| 67380.72000 67380.72| 3300.00000 3300.00 CONSTRUCTION LAYOUT STAKE | | | 0140 657008-001 498.000 LF | 5.61000 2793.78| 5.30000 2639.40| 5.60000 2788.80 2.00 LB CHANNEL POST | | | 0145 661004-001 60.000 EA | 5.29000 317.40| 5.00000 300.00| 5.25000 315.00 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | WHITE | | | 0150 661013-001 110.000 EA | 31.73000 3490.30| 30.00000 3300.00| 31.50000 3465.00 PLASTIC DELINEATOR POST, WHITE | | | 0155 663001-004 47700.000 LF | 0.07000 3339.00| 0.09000 4293.00| 0.08000 3816.00 EDGE LINE, TYPE II (PERMANENT WHITE) | | | 0160 663001-004 47100.000 LF | 0.07000 3297.00| 0.09000 4239.00| 0.08000 3768.00 EDGE LINE, TYPE II (PERMANENT YELLOW) | | | 0165 663002-005 11775.000 LF | 0.07000 824.25| 0.10000 1177.50| 0.08000 942.00 LANE LINE OR CENTERLINE, TYPE II | | | (PERMANENT WHITE) | | | 0170 663002-005 350.000 LF | 0.07000 24.50| 0.35000 122.50| 0.08000 28.00 LANE LINE OR CENTERLINE, TYPE II | | | (PERMANENT YELLOW) | | | 0175 663004-011 950.000 LF | 5.29000 5025.50| 4.60000 4370.00| 3.15000 2992.50 CHANNELIZING LINE, TYPE V | | | 0180 663005-010 120.000 LF | 10.05000 1206.00| 11.00000 1320.00| 10.45000 1254.00 STOP LINE, TYPE V | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/17/04 PAGE : 014 -4 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 0332140R1 COUNTIES : DODDRIDGE LETTING DATE : 04/20/04 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0583614 |(2) 55-0481221 |(3) 55-0328627 |CARL KELLY PAVING, INC. |MOUNTAINEER CONTRACTORS, INC|J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 663010-010 15.000 EA | 158.67000 2380.05| 140.00000 2100.00| 147.00000 2205.00 LANE ARROW, TYPE V | | | 0190 663012-208 480.000 EA | 18.35000 8808.00| 17.35000 8328.00| 18.25000 8760.00 RAISED PAVEMENT MARKER, TYPE P-2 (WHITE | | | MONODIRECTIONAL) | | | 0195 663012-208 125.000 EA | 18.35000 2293.75| 17.35000 2168.75| 18.25000 2281.25 RAISED PAVEMENT MARKER, TYPE P-2 | | | (RED/WHITE MONODIRECTIONAL) | | | SECTION TOTALS | $ 988,307.55| $ 1,054,495.00| $ 1,083,462.18 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 988,307.55| $ 1,054,495.00| $ 1,083,462.18 ====================================================================================================================================