1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 9925601 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : CORRIDOR D, MARRTOWN R0AD - W JULIANNA STREET PROJECT(S) : X354-000D/00-004.73 02 0APD 0282 120 C00 LOCATION: SOUTHWEST OF PARKERSBURG 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 61-0548463 BIZZACK, INC. $ 11,906,429.38 100.0000% 2 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 12,462,045.96 104.6665% 3 55-0345840 VECELLIO & GROGAN, INC. $ 12,990,396.10 109.1040% 4 55-0535003 KANAWHA STONE COMPANY, INC. $ 13,019,474.06 109.3482% 5 55-0328627 J. F. ALLEN COMPANY $ 14,333,377.73 120.3835% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9925601 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 55-0345840 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 219525.00000 219525.00| 284400.00000 284400.00| 150000.00000 150000.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 1200.00000 1200.00| 5300.00000 5300.00| 5280.00000 5280.00 BUILDING DEMOLITION NUMBER, 102/1 | | | 0015 202001-000 1.000 LS | 1200.00000 1200.00| 5300.00000 5300.00| 5280.00000 5280.00 BUILDING DEMOLITION NUMBER, 102/2 | | | 0020 202001-000 1.000 LS | 500.00000 500.00| 120.00000 120.00| 120.00000 120.00 BUILDING DEMOLITION NUMBER, 102/3 | | | 0025 202001-000 1.000 LS | 500.00000 500.00| 100.00000 100.00| 100.00000 100.00 BUILDING DEMOLITION NUMBER, 102/4 | | | 0030 202001-000 1.000 LS | 2500.00000 2500.00| 2000.00000 2000.00| 2000.00000 2000.00 BUILDING DEMOLITION NUMBER, 103/1 | | | 0035 202001-000 1.000 LS | 3000.00000 3000.00| 2600.00000 2600.00| 2600.00000 2600.00 BUILDING DEMOLITION NUMBER, 104/1 | | | 0040 202001-000 1.000 LS | 2200.00000 2200.00| 1900.00000 1900.00| 1900.00000 1900.00 BUILDING DEMOLITION NUMBER, 105/1 | | | 0045 202001-000 1.000 LS | 500.00000 500.00| 150.00000 150.00| 150.00000 150.00 BUILDING DEMOLITION NUMBER, 105/2 | | | 0050 202001-000 1.000 LS | 500.00000 500.00| 130.00000 130.00| 125.00000 125.00 BUILDING DEMOLITION NUMBER, 105/3 | | | 0055 202001-000 1.000 LS | 500.00000 500.00| 10.00000 10.00| 10.00000 10.00 BUILDING DEMOLITION NUMBER, 105/4 | | | 0060 202001-000 1.000 LS | 500.00000 500.00| 300.00000 300.00| 300.00000 300.00 BUILDING DEMOLITION NUMBER, 106-2/1 | | | 0065 202001-000 1.000 LS | 500.00000 500.00| 300.00000 300.00| 300.00000 300.00 BUILDING DEMOLITION NUMBER, 106-3/1 | | | 0070 202001-000 1.000 LS | 2500.00000 2500.00| 1800.00000 1800.00| 1800.00000 1800.00 BUILDING DEMOLITION NUMBER, 107-1/1 | | | 0075 202001-000 1.000 LS | 800.00000 800.00| 1300.00000 1300.00| 1250.00000 1250.00 BUILDING DEMOLITION NUMBER, 107-1/2 | | | 0080 202001-000 1.000 LS | 3000.00000 3000.00| 2700.00000 2700.00| 2700.00000 2700.00 BUILDING DEMOLITION NUMBER, 140/1 | | | 0085 202001-000 1.000 LS | 1800.00000 1800.00| 10.00000 10.00| 10.00000 10.00 BUILDING DEMOLITION NUMBER, 140/2 | | | 0090 202001-000 1.000 LS | 2200.00000 2200.00| 2000.00000 2000.00| 2000.00000 2000.00 BUILDING DEMOLITION NUMBER, 143/1 | | | 0095 202001-000 1.000 LS | 500.00000 500.00| 500.00000 500.00| 500.00000 500.00 BUILDING DEMOLITION NUMBER, 143/2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9925601 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 55-0345840 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 202001-000 1.000 LS | 2500.00000 2500.00| 2000.00000 2000.00| 1950.00000 1950.00 BUILDING DEMOLITION NUMBER, 144/1 | | | 0105 202001-000 1.000 LS | 3200.00000 3200.00| 3000.00000 3000.00| 2950.00000 2950.00 BUILDING DEMOLITION NUMBER, 145/1 | | | 0110 202001-000 1.000 LS | 1500.00000 1500.00| 1900.00000 1900.00| 1850.00000 1850.00 BUILDING DEMOLITION NUMBER, 145/2 | | | 0115 202001-000 1.000 LS | 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00 BUILDING DEMOLITION NUMBER, 145/3 | | | 0120 202001-000 1.000 LS | 1200.00000 1200.00| 130.00000 130.00| 130.00000 130.00 BUILDING DEMOLITION NUMBER, 145/4 | | | 0125 202001-000 1.000 LS | 3000.00000 3000.00| 1800.00000 1800.00| 1750.00000 1750.00 BUILDING DEMOLITION NUMBER, 146/1 | | | 0130 202001-000 1.000 LS | 500.00000 500.00| 500.00000 500.00| 500.00000 500.00 BUILDING DEMOLITION NUMBER, 146/2 | | | 0135 202001-000 1.000 LS | 500.00000 500.00| 350.00000 350.00| 350.00000 350.00 BUILDING DEMOLITION NUMBER, 146/3 | | | 0140 202001-000 1.000 LS | 3000.00000 3000.00| 3600.00000 3600.00| 3600.00000 3600.00 BUILDING DEMOLITION NUMBER, 147/1 | | | 0145 202001-000 1.000 LS | 1200.00000 1200.00| 3000.00000 3000.00| 2950.00000 2950.00 BUILDING DEMOLITION NUMBER, 148/1 | | | 0150 202001-000 1.000 LS | 500.00000 500.00| 190.00000 190.00| 185.00000 185.00 BUILDING DEMOLITION NUMBER, 148/2 | | | 0155 202001-000 1.000 LS | 2500.00000 2500.00| 4200.00000 4200.00| 4200.00000 4200.00 BUILDING DEMOLITION NUMBER, 150/1 | | | 0160 202001-000 1.000 LS | 1200.00000 1200.00| 2300.00000 2300.00| 2250.00000 2250.00 BUILDING DEMOLITION NUMBER, 150/2 | | | 0165 202001-000 1.000 LS | 1200.00000 1200.00| 1300.00000 1300.00| 1250.00000 1250.00 BUILDING DEMOLITION NUMBER, 150/3 | | | 0170 202001-000 1.000 LS | 3000.00000 3000.00| 4500.00000 4500.00| 4500.00000 4500.00 BUILDING DEMOLITION NUMBER, 151/1 | | | 0175 202001-000 1.000 LS | 500.00000 500.00| 150.00000 150.00| 150.00000 150.00 BUILDING DEMOLITION NUMBER, 151/2 | | | 0180 202001-000 1.000 LS | 500.00000 500.00| 150.00000 150.00| 150.00000 150.00 BUILDING DEMOLITION NUMBER, 151/3 | | | 0185 202001-000 1.000 LS | 500.00000 500.00| 150.00000 150.00| 150.00000 150.00 BUILDING DEMOLITION NUMBER, 151/4 | | | 0190 202001-000 1.000 LS | 3000.00000 3000.00| 1800.00000 1800.00| 1800.00000 1800.00 BUILDING DEMOLITION NUMBER, 152/1 | | | 0195 202001-000 1.000 LS | 500.00000 500.00| 150.00000 150.00| 150.00000 150.00 BUILDING DEMOLITION NUMBER, 152/2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9925601 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 55-0345840 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 202001-000 1.000 LS | 3000.00000 3000.00| 1300.00000 1300.00| 1250.00000 1250.00 BUILDING DEMOLITION NUMBER, 153/1 | | | 0205 202001-000 1.000 LS | 3000.00000 3000.00| 1300.00000 1300.00| 1250.00000 1250.00 BUILDING DEMOLITION NUMBER, 154/1 | | | 0210 202001-000 1.000 LS | 500.00000 500.00| 280.00000 280.00| 275.00000 275.00 BUILDING DEMOLITION NUMBER, 154/2 | | | 0215 202001-000 1.000 LS | 2800.00000 2800.00| 1400.00000 1400.00| 1400.00000 1400.00 BUILDING DEMOLITION NUMBER, 155/1 | | | 0220 202001-000 1.000 LS | 2800.00000 2800.00| 1800.00000 1800.00| 1800.00000 1800.00 BUILDING DEMOLITION NUMBER, 161/1 | | | 0225 202001-000 1.000 LS | 500.00000 500.00| 570.00000 570.00| 570.00000 570.00 BUILDING DEMOLITION NUMBER, 161/2 | | | 0230 202001-000 1.000 LS | 500.00000 500.00| 250.00000 250.00| 250.00000 250.00 BUILDING DEMOLITION NUMBER, 175/1 | | | 0235 202001-000 1.000 LS | 3200.00000 3200.00| 2500.00000 2500.00| 2500.00000 2500.00 BUILDING DEMOLITION NUMBER, 109/1 | | | 0240 202001-000 1.000 LS | 500.00000 500.00| 600.00000 600.00| 600.00000 600.00 BUILDING DEMOLITION NUMBER, 109/2 | | | 0245 202001-000 1.000 LS | 500.00000 500.00| 600.00000 600.00| 600.00000 600.00 BUILDING DEMOLITION NUMBER, 109/3 | | | 0250 202001-000 1.000 LS | 500.00000 500.00| 150.00000 150.00| 150.00000 150.00 BUILDING DEMOLITION NUMBER, 110/1 | | | 0255 202001-000 1.000 LS | 500.00000 500.00| 150.00000 150.00| 150.00000 150.00 BUILDING DEMOLITION NUMBER, 111/1 | | | 0260 202001-000 1.000 LS | 3200.00000 3200.00| 2200.00000 2200.00| 2200.00000 2200.00 BUILDING DEMOLITION NUMBER, 112/1 | | | 0265 202001-000 1.000 LS | 1200.00000 1200.00| 650.00000 650.00| 650.00000 650.00 BUILDING DEMOLITION NUMBER, 112/2 | | | 0270 202001-000 1.000 LS | 3200.00000 3200.00| 2700.00000 2700.00| 2650.00000 2650.00 BUILDING DEMOLITION NUMBER, 113/1 | | | 0275 202001-000 1.000 LS | 500.00000 500.00| 100.00000 100.00| 100.00000 100.00 BUILDING DEMOLITION NUMBER, 113/2 | | | 0280 202001-000 1.000 LS | 2200.00000 2200.00| 1800.00000 1800.00| 1800.00000 1800.00 BUILDING DEMOLITION NUMBER, 114/1 | | | 0285 202001-000 1.000 LS | 1500.00000 1500.00| 700.00000 700.00| 700.00000 700.00 BUILDING DEMOLITION NUMBER, 114/2 | | | 0290 202001-000 1.000 LS | 2400.00000 2400.00| 1800.00000 1800.00| 1800.00000 1800.00 BUILDING DEMOLITION NUMBER, 115/1 | | | 0295 202001-000 1.000 LS | 1600.00000 1600.00| 1500.00000 1500.00| 1450.00000 1450.00 BUILDING DEMOLITION NUMBER, 115/2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9925601 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 55-0345840 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 202001-000 1.000 LS | 2500.00000 2500.00| 4400.00000 4400.00| 4400.00000 4400.00 BUILDING DEMOLITION NUMBER, 116/1 | | | 0305 202001-000 1.000 LS | 1200.00000 1200.00| 2400.00000 2400.00| 2400.00000 2400.00 BUILDING DEMOLITION NUMBER, 116/2 | | | 0310 202001-000 1.000 LS | 3800.00000 3800.00| 3100.00000 3100.00| 3100.00000 3100.00 BUILDING DEMOLITION NUMBER, 117/1 | | | 0315 202001-000 1.000 LS | 1200.00000 1200.00| 2800.00000 2800.00| 2800.00000 2800.00 BUILDING DEMOLITION NUMBER, 117/2 | | | 0320 202001-000 1.000 LS | 500.00000 500.00| 800.00000 800.00| 800.00000 800.00 BUILDING DEMOLITION NUMBER, 117/3 | | | 0325 202001-000 1.000 LS | 2200.00000 2200.00| 1800.00000 1800.00| 1800.00000 1800.00 BUILDING DEMOLITION NUMBER, 118-1/1 | | | 0330 202001-000 1.000 LS | 500.00000 500.00| 150.00000 150.00| 150.00000 150.00 BUILDING DEMOLITION NUMBER, 118-1/2 | | | 0335 202001-000 1.000 LS | 500.00000 500.00| 150.00000 150.00| 150.00000 150.00 BUILDING DEMOLITION NUMBER, 120/1 | | | 0340 202001-000 1.000 LS | 500.00000 500.00| 150.00000 150.00| 150.00000 150.00 BUILDING DEMOLITION NUMBER, 120/2 | | | 0345 202001-000 1.000 LS | 500.00000 500.00| 150.00000 150.00| 150.00000 150.00 BUILDING DEMOLITION NUMBER, 127/1 | | | 0350 202001-000 1.000 LS | 1600.00000 1600.00| 1500.00000 1500.00| 1500.00000 1500.00 BUILDING DEMOLITION NUMBER, 129/1 | | | 0355 202001-000 1.000 LS | 1200.00000 1200.00| 700.00000 700.00| 700.00000 700.00 BUILDING DEMOLITION NUMBER, 129/2 | | | 0360 202001-000 1.000 LS | 4200.00000 4200.00| 2800.00000 2800.00| 2800.00000 2800.00 BUILDING DEMOLITION NUMBER, 118-2/1 | | | 0365 202001-000 1.000 LS | 3000.00000 3000.00| 2700.00000 2700.00| 2700.00000 2700.00 BUILDING DEMOLITION NUMBER, 122/1 | | | 0370 202001-000 1.000 LS | 1800.00000 1800.00| 1900.00000 1900.00| 1900.00000 1900.00 BUILDING DEMOLITION NUMBER, 122/2 | | | 0375 202001-000 1.000 LS | 1200.00000 1200.00| 500.00000 500.00| 500.00000 500.00 BUILDING DEMOLITION NUMBER, 122/3 | | | 0380 202001-000 1.000 LS | 1800.00000 1800.00| 1000.00000 1000.00| 1000.00000 1000.00 BUILDING DEMOLITION NUMBER, 122/4 | | | 0385 202001-000 1.000 LS | 4200.00000 4200.00| 2900.00000 2900.00| 2900.00000 2900.00 BUILDING DEMOLITION NUMBER, 123/1 | | | 0390 202001-000 1.000 LS | 1200.00000 1200.00| 380.00000 380.00| 375.00000 375.00 BUILDING DEMOLITION NUMBER, 123/2 | | | 0395 202001-000 1.000 LS | 500.00000 500.00| 300.00000 300.00| 300.00000 300.00 BUILDING DEMOLITION NUMBER, 123/3 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9925601 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 55-0345840 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0400 202001-000 1.000 LS | 4200.00000 4200.00| 3200.00000 3200.00| 3200.00000 3200.00 BUILDING DEMOLITION NUMBER, 124/1 | | | 0405 202001-000 1.000 LS | 1000.00000 1000.00| 600.00000 600.00| 600.00000 600.00 BUILDING DEMOLITION NUMBER, 124/2 | | | 0410 202001-000 1.000 LS | 500.00000 500.00| 100.00000 100.00| 100.00000 100.00 BUILDING DEMOLITION NUMBER, 124/3 | | | 0415 202001-000 1.000 LS | 200.00000 200.00| 100.00000 100.00| 100.00000 100.00 BUILDING DEMOLITION NUMBER, 124/4 | | | 0420 202001-000 1.000 LS | 1600.00000 1600.00| 910.00000 910.00| 900.00000 900.00 BUILDING DEMOLITION NUMBER, 125/1 | | | 0425 202001-000 1.000 LS | 3200.00000 3200.00| 1800.00000 1800.00| 1800.00000 1800.00 BUILDING DEMOLITION NUMBER, 172/1 | | | 0430 202001-000 1.000 LS | 500.00000 500.00| 150.00000 150.00| 150.00000 150.00 BUILDING DEMOLITION NUMBER, 172/2 | | | 0435 202003-000 LUMP| 300.00000 300.00| 850.00000 850.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 107-1/3 | | | 0440 202003-000 LUMP| 300.00000 300.00| 850.00000 850.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 143/3 | | | 0445 202003-000 LUMP| 300.00000 300.00| 850.00000 850.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 144/2 | | | 0450 202003-000 LUMP| 300.00000 300.00| 850.00000 850.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 145/5 | | | 0455 202003-000 LUMP| 300.00000 300.00| 850.00000 850.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 146/4 | | | 0460 202003-000 LUMP| 300.00000 300.00| 850.00000 850.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 147/2 | | | 0465 202003-000 LUMP| 300.00000 300.00| 850.00000 850.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 148/3 | | | 0470 202003-000 LUMP| 300.00000 300.00| 850.00000 850.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 148/4 | | | 0475 202003-000 LUMP| 300.00000 300.00| 850.00000 850.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 151/5 | | | 0480 202003-000 LUMP| 300.00000 300.00| 850.00000 850.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 152/3 | | | 0485 202003-000 LUMP| 300.00000 300.00| 850.00000 850.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 153/2 | | | 0490 202003-000 LUMP| 300.00000 300.00| 850.00000 850.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 154/3 | | | 0495 202003-000 LUMP| 300.00000 300.00| 850.00000 850.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 155/2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9925601 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 55-0345840 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 202003-000 LUMP| 300.00000 300.00| 850.00000 850.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 161/3 | | | 0505 202003-000 LUMP| 300.00000 300.00| 850.00000 850.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 109/4 | | | 0510 202003-000 LUMP| 300.00000 300.00| 850.00000 850.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 110/2 | | | 0515 202003-000 LUMP| 300.00000 300.00| 850.00000 850.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 111/2 | | | 0520 202003-000 LUMP| 300.00000 300.00| 850.00000 850.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 112/3 | | | 0525 202003-000 LUMP| 300.00000 300.00| 850.00000 850.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 112/4 | | | 0530 202003-000 LUMP| 300.00000 300.00| 850.00000 850.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 112/5 | | | 0535 202003-000 LUMP| 300.00000 300.00| 850.00000 850.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 113/3 | | | 0540 202003-000 LUMP| 300.00000 300.00| 850.00000 850.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 113/4 | | | 0545 202003-000 LUMP| 300.00000 300.00| 850.00000 850.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 114/3 | | | 0550 202003-000 LUMP| 300.00000 300.00| 850.00000 850.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 115/3 | | | 0555 202003-000 LUMP| 300.00000 300.00| 850.00000 850.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 115/4 | | | 0560 202003-000 LUMP| 300.00000 300.00| 850.00000 850.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 116/3 | | | 0565 202003-000 LUMP| 300.00000 300.00| 850.00000 850.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 117/4 | | | 0570 202003-000 LUMP| 300.00000 300.00| 850.00000 850.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 118-1/3 | | | 0575 202003-000 LUMP| 300.00000 300.00| 850.00000 850.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 120/3 | | | 0580 202003-000 LUMP| 300.00000 300.00| 850.00000 850.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 129/3 | | | 0585 202003-000 LUMP| 300.00000 300.00| 850.00000 850.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 118-2/2 | | | 0590 202003-000 LUMP| 300.00000 300.00| 850.00000 850.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 122/5 | | | 0595 202003-000 LUMP| 300.00000 300.00| 850.00000 850.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 123/4 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9925601 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 55-0345840 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0600 202003-000 LUMP| 300.00000 300.00| 850.00000 850.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 124/5 | | | 0605 202003-000 LUMP| 300.00000 300.00| 850.00000 850.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT NUMBER, 172/3 | | | 0610 204001-000 LUMP| 272939.00000 272939.00| 340000.00000 340000.00| 265000.00000 265000.00 MOBILIZATION | | | 0615 207001-001 806970.000 CY | 3.42000 2759837.40| 3.00000 2420910.00| 3.21000 2590373.70 UNCLASSIFIED EXCAVATION | | | 0620 207002-000 17207.000 CY | 17.65000 303703.55| 21.00000 361347.00| 21.00000 361347.00 SUBGRADE | | | 0625 207033-000 3910.000 SY | 1.25000 4887.50| 2.20000 8602.00| 1.12000 4379.20 FABRIC FOR SUBGRADE STABILIZATION | | | 0630 207034-000 102165.000 SY | 0.95000 97056.75| 1.00000 102165.00| 1.11000 113403.15 FABRIC FOR SEPARATION | | | 0635 218002-000 16.000 CY | 125.00000 2000.00| 120.00000 1920.00| 80.00000 1280.00 GROUTED RIPRAP | | | 0640 311006-001 11914.000 CY | 40.00000 476560.00| 40.00000 476560.00| 44.00000 524216.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0645 408002-001 9739.000 GA | 0.01000 97.39| 0.01000 97.39| 0.01000 97.39 BITUMINOUS MATERIAL | | | 0650 502001-012 790.000 SY | 110.00000 86900.00| 120.00000 94800.00| 160.00000 126400.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0655 601002-001 84.000 CY | 1000.00000 84000.00| 530.00000 44520.00| 525.00000 44100.00 CLASS B CONCRETE | | | 0660 605003-001 2.000 EA | 3450.00000 6900.00| 1800.00000 3600.00| 3000.00000 6000.00 TYPE A INLET | | | 0665 605004-001 2.000 EA | 1500.00000 3000.00| 1400.00000 2800.00| 2150.00000 4300.00 TYPE B INLET | | | 0670 605008-001 1.000 EA | 4200.00000 4200.00| 2300.00000 2300.00| 5500.00000 5500.00 TYPE F INLET | | | 0675 605009-001 18.000 EA | 2000.00000 36000.00| 1700.00000 30600.00| 2100.00000 37800.00 TYPE G INLET | | | 0680 605010-001 6.000 EA | 3700.00000 22200.00| 3100.00000 18600.00| 5700.00000 34200.00 TYPE H INLET | | | 0685 606020-001 93.000 LF | 7.00000 651.00| 12.00000 1116.00| 8.50000 790.50 AGGREGATE FILLED FABRIC UNDERDRAIN, | | | 12"INCH | | | 0690 606020-001 500.000 LF | 8.00000 4000.00| 16.00000 8000.00| 13.00000 6500.00 AGGREGATE FILLED FABRIC UNDERDRAIN, | | | 24"INCH | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9925601 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 55-0345840 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0695 606025-002 103.000 LF | 8.00000 824.00| 11.00000 1133.00| 3.00000 309.00 4 INCH UNDERDRAIN PIPE | | | 0700 606025-004 625.000 LF | 8.00000 5000.00| 13.00000 8125.00| 3.00000 1875.00 6 INCH UNDERDRAIN PIPE | | | 0705 606029-001 22350.000 LF | 5.85000 130747.50| 7.00000 156450.00| 8.00000 178800.00 FREE DRAINING BASE TRENCH | | | 0710 606030-001 10232.000 LF | 7.47000 76433.04| 9.10000 93111.20| 9.25000 94646.00 OUTLET PIPE | | | 0715 607001-001 6110.000 LF | 8.75000 53462.50| 8.80000 53768.00| 9.50000 58045.00 TYPE 1 GUARDRAIL, CLASS I | | | 0720 607006-001 8.000 EA | 735.00000 5880.00| 740.00000 5920.00| 800.00000 6400.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0725 607009-001 1183.000 LF | 4.50000 5323.50| 4.50000 5323.50| 5.00000 5915.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0730 607030-001 5.000 EA | 400.00000 2000.00| 400.00000 2000.00| 440.00000 2200.00 SPECIAL TRAILING END TERMINAL | | | 0735 607030-002 2.000 EA | 200.00000 400.00| 200.00000 400.00| 220.00000 440.00 SPECIAL TRAILING END TERMINAL, REMOVED | | | AND RESET | | | 0740 607066-001 9.000 EA | 1490.00000 13410.00| 1500.00000 13500.00| 1600.00000 14400.00 TANGENT END TERMINAL | | | 0745 608001-004 6657.000 LF | 11.40000 75889.80| 13.00000 86541.00| 15.50000 103183.50 5 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0750 610003-001 190.000 LF | 29.00000 5510.00| 66.00000 12540.00| 24.00000 4560.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I | | | 0755 610006-005 2406.000 LF | 38.00000 91428.00| 42.00000 101052.00| 43.00000 103458.00 MEDIAN, TYPE V | | | 0760 633001-001 1724.000 SY | 65.00000 112060.00| 100.00000 172400.00| 70.00000 120680.00 CONCRETE GUTTER | | | 0765 633003-001 796.000 CY | 20.00000 15920.00| 15.00000 11940.00| 15.00000 11940.00 DUMPED ROCK GUTTER | | | 0770 636007-001 19200.000 LF | 0.50000 9600.00| 0.42000 8064.00| 0.60000 11520.00 ERADICATION OF PAVEMENT MARKING | | | 0775 636008-001 28800.000 LF | 0.25000 7200.00| 0.25000 7200.00| 0.30000 8640.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0780 636009-001 7680.000 LF | 1.00000 7680.00| 1.00000 7680.00| 1.15000 8832.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE , TYPE VIIB | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9925601 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 55-0345840 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0785 636010-003 4320.000 EA | 3.50000 15120.00| 4.00000 17280.00| 1.50000 6480.00 TEMPORARY RAISED PAVEMENT MARKER, TYPE | | | TCZ | | | 0790 636011-001 25520.000 UN | 0.90000 22968.00| 1.30000 33176.00| 1.15000 29348.00 TRAFFIC CONTROL DEVICE | | | 0795 636012-010 2.000 EA | 500.00000 1000.00| 250.00000 500.00| 220.00000 440.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0800 636013-001 288.000 EA | 2.50000 720.00| 2.50000 720.00| 2.50000 720.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0805 636014-001 50.000 HR | 43.75000 2187.50| 75.00000 3750.00| 55.00000 2750.00 FLAGGER | | | 0810 636014-002 50.000 HR | 40.00000 2000.00| 39.00000 1950.00| 50.00000 2500.00 TRAFFIC DIRECTOR | | | 0815 636017-001 5000.000 LF | 1.00000 5000.00| 14.00000 70000.00| 15.50000 77500.00 TEMPORARY CONCRETE BARRIER | | | 0820 636018-001 4400.000 LF | 0.50000 2200.00| 4.50000 19800.00| 7.00000 30800.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0825 636021-001 640.000 DA | 10.00000 6400.00| 14.00000 8960.00| 4.00000 2560.00 ELECTRIC ARROW | | | 0830 636022-001 1280.000 DA | 35.00000 44800.00| 35.00000 44800.00| 3.00000 3840.00 CHANGAEBLE MESSAGE SIGN | | | 0835 636025-001 6780.000 DA | 0.40000 2712.00| 0.40000 2712.00| 0.50000 3390.00 WARNING LIGHTS, TYPE TYPE A | | | 0840 636025-001 6600.000 DA | 1.15000 7590.00| 1.00000 6600.00| 1.15000 7590.00 WARNING LIGHTS, TYPE TYPE B | | | 0845 636025-001 1500.000 DA | 0.40000 600.00| 0.40000 600.00| 0.50000 750.00 WARNING LIGHTS, TYPE TYPE C | | | 0850 636028-001 50.000 DA | 100.00000 5000.00| 150.00000 7500.00| 175.00000 8750.00 SHADOW VEHICLE | | | 0855 637001-001 1000.000 MG | 10.00000 10000.00| 27.00000 27000.00| 50.00000 50000.00 WATER FOR DUST PALLIATIVE | | | 0860 638001-001 2.000 EA | 150.00000 300.00| 550.00000 1100.00| 800.00000 1600.00 PROJECT MARKER | | | 0865 638002-001 80.000 EA | 75.00000 6000.00| 78.00000 6240.00| 28.00000 2240.00 RIGHT OF WAY MARKER | | | 0870 638003-001 6.000 EA | 250.00000 1500.00| 210.00000 1260.00| 125.00000 750.00 SURVEY MARKER | | | 0875 639001-001 LUMP| 49450.00000 49450.00| 105100.00000 105100.00| 238000.00000 238000.00 CONSTRUCTION LAYOUT STAKE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9925601 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 55-0345840 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0880 640001-001 14.000 MO | 2000.00000 28000.00| 1100.00000 15400.00| 1150.00000 16100.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0885 640003-001 LUMP| 6500.00000 6500.00| 640.00000 640.00| 5250.00000 5250.00 BUILDING EQUIPMENT | | | 0890 642001-001 6636.000 LF | 0.25000 1659.00| 0.25000 1659.00| 0.01000 66.36 TEMPORARY BERM | | | 0895 642002-001 197.000 LF | 10.00000 1970.00| 7.20000 1418.40| 13.00000 2561.00 SLOPE DRAIN | | | 0900 642004-001 2757.000 LB | 0.01000 27.57| 0.01000 27.57| 0.02000 55.14 SEED MIXTURE, TEMPORARY | | | 0905 642004-002 1765.000 LB | 0.05000 88.25| 0.05000 88.25| 0.07000 123.55 SEED MIXTURE, B | | | 0910 642004-003 1832.000 LB | 6.35000 11633.20| 6.40000 11724.80| 7.00000 12824.00 SEED MIXTURE, D | | | 0915 642005-001 81.000 TN | 410.00000 33210.00| 410.00000 33210.00| 450.00000 36450.00 MULCH, STRAW OR HAY | | | 0920 642005-002 4.000 TN | 920.00000 3680.00| 930.00000 3720.00| 1000.00000 4000.00 MULCH, WOOD CELLULOSE FIBER | | | 0925 642006-001 18.000 TN | 500.00000 9000.00| 500.00000 9000.00| 550.00000 9900.00 FERTILIZER | | | 0930 642009-001 33800.000 LF | 0.10000 3380.00| 0.25000 8450.00| 1.40000 47320.00 CONTOUR DITCH | | | 0935 642010-001 69.000 TN | 10.00000 690.00| 10.00000 690.00| 12.00000 828.00 AGRICULTURAL LIMESTONE | | | 0940 642011-001 11261.000 EA | 1.00000 11261.00| 4.00000 45044.00| 0.01000 112.61 HAY OR STRAW BALE | | | 0945 642012-001 33800.000 LF | 1.00000 33800.00| 1.90000 64220.00| 4.00000 135200.00 SILT FENCE | | | 0950 642031-001 26.000 EA | 75.00000 1950.00| 110.00000 2860.00| 100.00000 2600.00 DITCH CHECK | | | 0955 642033-001 1280.000 CY | 3.00000 3840.00| 4.00000 5120.00| 5.25000 6720.00 SEDIMENT TRAP | | | 0960 642036-001 640.000 CY | 5.00000 3200.00| 4.00000 2560.00| 6.00000 3840.00 SEDIMENT REMOVAL | | | 0965 652001-001 68.000 TN | 10.00000 680.00| 10.00000 680.00| 12.00000 816.00 AGRICULTURAL LIMESTONE | | | 0970 652002-001 23.000 TN | 300.00000 6900.00| 300.00000 6900.00| 330.00000 7590.00 FERTILIZER, 10-20-10 | | | 0975 652002-002 7.000 TN | 1600.00000 11200.00| 1600.00000 11200.00| 1750.00000 12250.00 FERTILIZER, UREA FORMALDEHYDE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 001 -12 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9925601 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 55-0345840 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0980 652003-001 1765.000 LB | 0.45000 794.25| 0.45000 794.25| 0.55000 970.75 SEED MIXTURES, B, C-1, OR C-2 | | | 0985 652003-002 1832.000 LB | 5.45000 9984.40| 5.50000 10076.00| 6.10000 11175.20 SEED MIXTURE, D | | | 0990 652004-001 81.000 TN | 420.00000 34020.00| 420.00000 34020.00| 460.00000 37260.00 STRAW OR HAY MULCH | | | 0995 652004-002 3.000 TN | 950.00000 2850.00| 960.00000 2880.00| 1000.00000 3000.00 WOOD CELLULOSE FIBER MULCH | | | 1000 655001-001 5379.000 SY | 1.30000 6992.70| 1.30000 6992.70| 1.45000 7799.55 MATTING | | | 1005 664001-008 2.000 EA | 5200.00000 10400.00| 4200.00000 8400.00| 4900.00000 9800.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 1010 664001-009 2.000 EA | 1000.00000 2000.00| 1200.00000 2400.00| 1300.00000 2600.00 REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 1015 681001-001 LUMP| 1000.00000 1000.00| 1100.00000 1100.00| 1100.00000 1100.00 ASBESTOS ABATEMENT, NUMBER 103/1 | | | 1016 681001-001 LUMP| 800.00000 800.00| 50.00000 50.00| 50.00000 50.00 ASBESTOS ABATEMENT, NUMBER 104/1 | | | 1020 681001-001 LUMP| 2400.00000 2400.00| 2200.00000 2200.00| 2200.00000 2200.00 ASBESTOS ABATEMENT, NUMBER 105/1 | | | 1023 681001-001 LUMP| 600.00000 600.00| 100.00000 100.00| 100.00000 100.00 ASBESTOS ABATEMENT, NUMBER 140/1 | | | 1025 681001-001 LUMP| 1400.00000 1400.00| 3000.00000 3000.00| 3000.00000 3000.00 ASBESTOS ABATEMENT, NUMBER 143/1 | | | 1026 681001-001 LUMP| 1600.00000 1600.00| 3600.00000 3600.00| 3600.00000 3600.00 ASBESTOS ABATEMENT, NUMBER 145/1 | | | 1033 681001-001 LUMP| 1600.00000 1600.00| 800.00000 800.00| 800.00000 800.00 ASBESTOS ABATEMENT, NUMBER 147/1 | | | 1034 681001-001 LUMP| 1500.00000 1500.00| 1000.00000 1000.00| 1000.00000 1000.00 ASBESTOS ABATEMENT, NUMBER 150/1 | | | 1037 681001-001 LUMP| 1600.00000 1600.00| 1600.00000 1600.00| 1600.00000 1600.00 ASBESTOS ABATEMENT, NUMBER 151/1 | | | 1041 681001-001 LUMP| 2000.00000 2000.00| 1500.00000 1500.00| 1500.00000 1500.00 ASBESTOS ABATEMENT, NUMBER 152/1 | | | 1046 681001-001 LUMP| 950.00000 950.00| 60.00000 60.00| 60.00000 60.00 ASBESTOS ABATEMENT, NUMBER 161/1 | | | 1048 681001-001 LUMP| 1000.00000 1000.00| 3100.00000 3100.00| 3044.00000 3044.00 ASBESTOS ABATEMENT, NUMBER 109/1 | | | 1050 681001-001 LUMP| 800.00000 800.00| 300.00000 300.00| 300.00000 300.00 ASBESTOS ABATEMENT, NUMBER 112/1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 001 -13 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9925601 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 55-0345840 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1053 681001-001 LUMP| 800.00000 800.00| 280.00000 280.00| 280.00000 280.00 ASBESTOS ABATEMENT, NUMBER 114/1 | | | 1055 681001-001 LUMP| 1200.00000 1200.00| 1600.00000 1600.00| 1600.00000 1600.00 ASBESTOS ABATEMENT, NUMBER 115/1 | | | 1056 681001-001 LUMP| 600.00000 600.00| 300.00000 300.00| 300.00000 300.00 ASBESTOS ABATEMENT, NUMBER 115/2 | | | 1057 681001-001 LUMP| 700.00000 700.00| 550.00000 550.00| 550.00000 550.00 ASBESTOS ABATEMENT, NUMBER 116/1 | | | 1064 681001-001 LUMP| 1100.00000 1100.00| 1200.00000 1200.00| 1200.00000 1200.00 ASBESTOS ABATEMENT, NUMBER 129/1 | | | 1065 681001-001 LUMP| 2000.00000 2000.00| 2500.00000 2500.00| 2500.00000 2500.00 ASBESTOS ABATEMENT, NUMBER 118-2/1 | | | 1073 681001-001 LUMP| 1100.00000 1100.00| 200.00000 200.00| 200.00000 200.00 ASBESTOS ABATEMENT, NUMBER 124/1 | | | 1077 681001-001 LUMP| 600.00000 600.00| 800.00000 800.00| 800.00000 800.00 ASBESTOS ABATEMENT, NUMBER 172/1 | | | 1080 401001-011 AA1 67112.000 TN | 28.25000 1895914.00| 28.00000 1879136.00| 31.00000 2080472.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE TYPE I | | | 1085 401001-012 AA2 61007.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE TYPE I | | | 1090 401001-011 AB1 76.000 TN | 48.00000 3648.00| 48.00000 3648.00| 52.00000 3952.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE TYPE II | | | 1095 401001-012 AB2 70.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE TYPE II | | | 1100 401003-011 AC1 47.000 TN | 48.00000 2256.00| 48.00000 2256.00| 52.00000 2444.00 SUPERPAVE HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 1105 401003-012 AC2 43.000 TN | | | SUPERPAVE HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 1110 401007-001 AD1 2090.000 TN | 34.00000 71060.00| 34.00000 71060.00| 37.00000 77330.00 MARSHALL SCRATCH COURSE, STONE OR GRAVEL| | | 1115 401007-002 AD2 1900.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 1120 402001-011 AE1 8252.000 TN | 37.50000 309450.00| 38.00000 313576.00| 41.50000 342458.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE I | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 001 -14 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9925601 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 55-0345840 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1125 402001-012 AE2 7498.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE I | | | 1130 604004-010 AF1 52.000 LF | | | 36.00000 1872.00 12 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 1135 604076-010 AF2 52.000 LF | 40.40000 2100.80| 44.00000 2288.00| 12 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 1140 604004-012 AG1 44.000 LF | | | 15 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 1145 604072-112 AG1 2.000 EA | | | 15 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 1150 604076-012 AG2 44.000 LF | 45.10000 1984.40| 28.00000 1232.00| 57.00000 2508.00 15 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 1155 604072-112 AG2 2.000 EA | 400.00000 800.00| 620.00000 1240.00| 225.00000 450.00 15 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 1160 604037-012 AG3 44.000 LF | | | 15 INCH REINFORCED CONCRETE PIPE, CLASS | | | CLASS III | | | 1165 604071-012 AG3 2.000 EA | | | 15 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 1170 604004-016 AH1 80.000 LF | | | 18 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 1175 604072-116 AH1 2.000 EA | | | 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 1180 604076-016 AH2 80.000 LF | 33.00000 2640.00| 34.00000 2720.00| 64.00000 5120.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 1185 604072-116 AH2 2.000 EA | 500.00000 1000.00| 750.00000 1500.00| 345.00000 690.00 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 1190 604004-016 AJ1 194.000 LF | | | 18 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 001 -15 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9925601 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 55-0345840 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1195 604009-016 AJ1 2.000 EA | | | 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 1200 604076-016 AJ2 194.000 LF | 33.00000 6402.00| 33.00000 6402.00| 32.00000 6208.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 1205 604009-016 AJ2 2.000 EA | 400.00000 800.00| 750.00000 1500.00| 310.00000 620.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 1210 604004-016 AK1 388.000 LF | | | 18 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 1215 604076-016 AK2 388.000 LF | 37.00000 14356.00| 50.00000 19400.00| 47.00000 18236.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 1220 604004-016 AL1 47.000 LF | | | 18 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 1225 604072-116 AL1 1.000 EA | | | 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 1230 604076-016 AL2 47.000 LF | 38.95000 1830.65| 49.00000 2303.00| 56.00000 2632.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 1235 604072-116 AL2 1.000 EA | 500.00000 500.00| 750.00000 750.00| 345.00000 345.00 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 1240 604037-016 AL3 47.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | CLASS III | | | 1245 604071-016 AL3 1.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 1250 604004-016 AM1 719.000 LF | | | 18 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 1255 604076-016 AM2 719.000 LF | 33.00000 23727.00| 37.00000 26603.00| 55.00000 39545.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 1260 604037-016 AM3 719.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | CLASS III | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 001 -16 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9925601 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 55-0345840 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1265 604004-020 AN1 181.000 LF | | | 24 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 1270 604076-020 AN2 181.000 LF | 39.00000 7059.00| 38.00000 6878.00| 41.00000 7421.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 1275 604004-020 AP1 95.000 LF | | | 24 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 1280 604009-020 AP1 1.000 EA | | | 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 1285 604076-020 AP2 95.000 LF | 36.50000 3467.50| 44.00000 4180.00| 58.00000 5510.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 1290 604009-020 AP2 1.000 EA | 500.00000 500.00| 1400.00000 1400.00| 440.00000 440.00 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 1295 604037-020 AP3 95.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | CLASS III | | | 1300 604038-020 AP3 1.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 1305 604004-020 AQ1 42.000 LF | | | 24 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 1310 604072-120 AQ1 2.000 EA | | | 24 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 1315 604076-020 AQ2 42.000 LF | 45.20000 1898.40| 40.00000 1680.00| 64.00000 2688.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 1320 604072-120 AQ2 2.000 EA | 600.00000 1200.00| 890.00000 1780.00| 475.00000 950.00 24 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 1325 604037-020 AQ3 42.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | CLASS III | | | 1330 604071-020 AQ3 2.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 001 -17 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9925601 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 55-0345840 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1335 604004-020 AR1 598.000 LF | | | 24 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 1340 604076-020 AR2 598.000 LF | 38.00000 22724.00| 33.00000 19734.00| 65.00000 38870.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 1345 604037-020 AR3 598.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | CLASS III | | | 1350 604004-022 AS1 667.000 LF | | | 30 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 1355 604076-022 AS2 667.000 LF | 51.70000 34483.90| 41.00000 27347.00| 69.00000 46023.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 1360 604037-022 AS3 667.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | CLASS III | | | 1365 604004-024 AT1 30.000 LF | | | 36 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 1370 604076-024 AT2 30.000 LF | 67.40000 2022.00| 62.00000 1860.00| 105.00000 3150.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 1375 604004-024 AV1 463.000 LF | | | 36 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 1380 604076-024 AV2 463.000 LF | 66.50000 30789.50| 45.00000 20835.00| 75.00000 34725.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 1385 604037-024 AV3 463.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | CLASS III | | | 1390 604004-026 AW1 130.000 LF | | | 42 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 1395 604009-026 AW1 1.000 EA | | | 42 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 1400 604076-026 AW2 130.000 LF | 67.25000 8742.50| 69.00000 8970.00| 78.00000 10140.00 42 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 001 -18 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9925601 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 55-0345840 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1405 604009-026 AW2 1.000 EA | 1000.00000 1000.00| 1200.00000 1200.00| 835.00000 835.00 42 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 1410 604037-026 AW3 130.000 LF | | | 42 INCH REINFORCED CONCRETE PIPE, CLASS | | | CLASS III | | | 1415 604038-026 AW3 1.000 EA | | | 42 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 1420 604004-032 AX1 440.000 LF | | | 60 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 1425 604076-032 AX2 440.000 LF | 204.60000 90024.00| 190.00000 83600.00| 190.00000 83600.00 60 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 1430 636002-001 BB1 50.000 TN | 30.00000 1500.00| 18.00000 900.00| 32.00000 1600.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 1435 636002-002 BB2 46.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | 1440 307005-001 CC1 1885.000 TN | 20.10000 37888.50| 21.00000 39585.00| 18.00000 33930.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS CLASS III | | | 1445 307005-002 CC2 1800.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS | | | CLASS III | | | SECTION TOTALS | $ 8,180,901.95| $ 8,328,341.06| $ 8,886,858.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 SIGNING AND PAVEMENT MARKINGS | | | 1450 657006-001 276.000 LF | 13.00000 3588.00| 18.00000 4968.00| 14.00000 3864.00 S4X7.7, A-441 SUPPORT, GALVANIZED | | | 1455 657006-005 79.000 LF | 16.00000 1264.00| 21.00000 1659.00| 17.50000 1382.50 W6X12, A-441 SUPPORT, GALVANIZED | | | 1460 657008-001 713.000 LF | 5.00000 3565.00| 4.30000 3065.90| 5.55000 3957.15 2.00 LB CHANNEL POST | | | 1465 657010-001 1652.000 LF | 5.50000 9086.00| 5.00000 8260.00| 6.00000 9912.00 3.00 LB CHANNEL POST | | | 1470 657012-001 66.000 LF | 60.00000 3960.00| 56.00000 3696.00| 66.00000 4356.00 4.00 LB BACK TO BACK CHANNEL POST | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 001 -19 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9925601 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 55-0345840 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1475 657014-001 146.000 LF | 10.00000 1460.00| 7.30000 1065.80| 11.25000 1642.50 6.00 LB BACK TO BACK CHANNEL POST | | | 1480 657017-001 8.800 CY | 700.00000 6160.00| 780.00000 6864.00| 770.00000 6776.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 1485 657018-001 12.000 EA | 20.00000 240.00| 75.00000 900.00| 22.00000 264.00 POST REMOVAL | | | 1490 658001-001 27.600 CY | 730.00000 20148.00| 720.00000 19872.00| 800.00000 22080.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 1495 658003-001 1.000 EA | 12800.00000 12800.00| 10800.00000 10800.00| 14000.00000 14000.00 OVERHEAD SIGN, GALVANIZED STEEL | | | 1500 658003-001 1.000 EA | 36500.00000 36500.00| 38600.00000 38600.00| 40000.00000 40000.00 OVERHEAD SIGN, GALVANIZED STEEL | | | 1505 658003-001 1.000 EA | 10500.00000 10500.00| 10900.00000 10900.00| 11550.00000 11550.00 OVERHEAD SIGN, GALVANIZED STEEL | | | 1510 658003-001 1.000 EA | 10000.00000 10000.00| 10300.00000 10300.00| 11000.00000 11000.00 OVERHEAD SIGN, GALVANIZED STEEL | | | 1515 658003-001 1.000 EA | 8900.00000 8900.00| 10300.00000 10300.00| 9800.00000 9800.00 OVERHEAD SIGN, GALVANIZED STEEL | | | 1520 659001-001 LUMP| 2473.00000 2473.00| 2500.00000 2500.00| 2700.00000 2700.00 SIGN LIGHTING, TYPE 3 | | | 1525 659001-001 LUMP| 6599.00000 6599.00| 6600.00000 6600.00| 7300.00000 7300.00 SIGN LIGHTING, TYPE 3 250W 02 | | | 1530 659001-001 LUMP| 3682.00000 3682.00| 3700.00000 3700.00| 4050.00000 4050.00 SIGN LIGHTING, TYPE 3 250W 03 | | | 1535 659001-001 LUMP| 3706.00000 3706.00| 3700.00000 3700.00| 4070.00000 4070.00 SIGN LIGHTING, TYPE 3 250W 04 | | | 1540 659001-001 LUMP| 3521.00000 3521.00| 3500.00000 3500.00| 3875.00000 3875.00 SIGN LIGHTING, TYPE 3 250W 05 | | | 1545 661001-001 1087.000 SF | 14.00000 15218.00| 13.00000 14131.00| 15.50000 16848.50 0.080 IN FLAT SHEET SIGN | | | 1550 661002-001 2511.000 SF | 14.25000 35781.75| 18.00000 45198.00| 15.50000 38920.50 EXTRUDED PANEL SIGN | | | 1555 661004-001 85.000 EA | 5.00000 425.00| 3.20000 272.00| 5.55000 471.75 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | SINGLE, WHITE | | | 1560 661004-001 1.000 EA | 5.00000 5.00| 3.20000 3.20| 5.55000 5.55 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | SINGLE, AMBER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 001 -20 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9925601 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 55-0345840 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1565 661008-001 10.000 EA | 75.00000 750.00| 60.00000 600.00| 82.50000 825.00 DELINEATOR BRACKET, TYPE | | | 1570 661011-001 1.000 EA | 285.00000 285.00| 400.00000 400.00| 310.00000 310.00 INSTALLATION OF REUSABLE SIGN | | | 1575 661013-001 181.000 EA | 33.00000 5973.00| 29.00000 5249.00| 36.00000 6516.00 PLASTIC DELINEATOR POST, | | | 1580 661020-001 34.000 EA | 8.00000 272.00| 7.00000 238.00| 8.75000 297.50 DELINEATOR, TYPE B-1 | | | 1585 663001-004 32960.000 LF | 0.12000 3955.20| 0.12000 3955.20| 0.15000 4944.00 EDGE LINE, TYPE II WHITE | | | 1590 663001-004 10150.000 LF | 0.12000 1218.00| 0.12000 1218.00| 0.15000 1522.50 EDGE LINE, TYPE II YELLOW | | | 1595 663002-005 5375.000 LF | 0.15000 806.25| 0.15000 806.25| 0.20000 1075.00 LANE LINE OR CENTERLINE, TYPE II WHITE | | | 1600 663002-005 700.000 LF | 0.15000 105.00| 0.15000 105.00| 0.15000 105.00 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 1605 663003-005 19650.000 LF | 0.12000 2358.00| 0.12000 2358.00| 0.15000 2947.50 BARRIER LINE, TYPE II | | | 1610 663004-004 2425.000 LF | 0.25000 606.25| 0.25000 606.25| 0.30000 727.50 CHANNELIZING LINE, TYPE II | | | 1615 663005-010 425.000 LF | 11.15000 4738.75| 11.00000 4675.00| 12.25000 5206.25 STOP LINE, TYPE V (24") | | | 1620 663007-010 3250.000 LF | 11.15000 36237.50| 11.00000 35750.00| 12.25000 39812.50 STRIPE, TYPE V (24") | | | 1625 663007-010 5900.000 LF | 5.50000 32450.00| 5.50000 32450.00| 6.00000 35400.00 STRIPE, TYPE V (12") | | | 1630 663010-010 52.000 EA | 145.00000 7540.00| 140.00000 7280.00| 160.00000 8320.00 LANE ARROW, TYPE V | | | 1635 663011-010 24.000 EA | 48.00000 1152.00| 45.00000 1080.00| 55.00000 1320.00 LANE LETTER, TYPE V | | | 1640 663012-208 189.000 EA | 24.00000 4536.00| 24.00000 4536.00| 26.00000 4914.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 302,564.70| $ 312,161.60| $ 333,068.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 ROADWAY LIGHTING | | | 1705 662002-001 LUMP| 42170.00000 42170.00| 42400.00000 42400.00| 46000.00000 46000.00 GALVANIZED STEEL CONDUIT 04 | | | 1710 662006-001 7.000 EA | 527.00000 3689.00| 530.00000 3710.00| 580.00000 4060.00 JUNCTION BOX, TYPE TYPE A | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 001 -21 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9925601 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 55-0345840 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1715 662006-001 36.000 EA | 1020.00000 36720.00| 1000.00000 36000.00| 1120.00000 40320.00 JUNCTION BOX, TYPE TYPE H (18"X18") | | | 1720 662007-001 4.000 EA | 375.00000 1500.00| 380.00000 1520.00| 410.00000 1640.00 LUMINAIRE, 150W | | | 1725 662007-001 80.000 EA | 494.00000 39520.00| 500.00000 40000.00| 540.00000 43200.00 LUMINAIRE, 400W | | | 1730 662008-001 1.000 LS | 20768.00000 20768.00| 20900.00000 20900.00| 22800.00000 22800.00 CABLE, 04 | | | 1735 662010-010 10.000 EA | 19804.00000 198040.00| 19900.00000 199000.00| 22000.00000 220000.00 LIGHTING SUPPORT, TYPE X, 120-8 | | | 1740 662013-001 LUMP| 18408.00000 18408.00| 18500.00000 18500.00| 20000.00000 20000.00 SERVICE AND CONTROL STATION, 04 | | | 1745 662014-001 LUMP| 1258.00000 1258.00| 1300.00000 1300.00| 1380.00000 1380.00 INCIDENTAL ELECTRICAL WORK | | | 1750 662015-001 1.000 LS | 954.00000 954.00| 960.00000 960.00| 1050.00000 1050.00 ELECTRICAL TEST, 04 | | | SECTION TOTALS | $ 363,027.00| $ 364,290.00| $ 400,450.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 SIGNALIZATION | | | 1755 660001-001 LUMP| 9972.00000 9972.00| 10000.00000 10000.00| 10900.00000 10900.00 SIGNAL CONTROLLER 01 | | | 1760 660001-001 LUMP| 8591.00000 8591.00| 8600.00000 8600.00| 9500.00000 9500.00 SIGNAL CONTROLLER 02 | | | 1765 660002-005 12.000 EA | 148.00000 1776.00| 150.00000 1800.00| 160.00000 1920.00 TRAFFIC DETECTOR, LPS-C | | | 1770 660003-006 43.000 EA | 259.00000 11137.00| 260.00000 11180.00| 280.00000 12040.00 SIGNAL SECTION, V-12 | | | 1775 660004-040 8.000 EA | 5488.00000 43904.00| 5500.00000 44000.00| 6000.00000 48000.00 SIGNAL SUPPORT, C1 | | | 1780 660005-010 10.000 EA | 867.00000 8670.00| 870.00000 8700.00| 950.00000 9500.00 JUNCTION BOX, TYPE H | | | 1785 660006-001 LUMP| 1593.00000 1593.00| 1600.00000 1600.00| 1750.00000 1750.00 SIGNAL INTERCONNECT | | | 1790 660007-001 LUMP| 13294.00000 13294.00| 13400.00000 13400.00| 14600.00000 14600.00 MISCELLANEOUS SIGNAL 01 | | | 1795 660007-001 LUMP| 11722.00000 11722.00| 11800.00000 11800.00| 12800.00000 12800.00 MISCELLANEOUS SIGNAL 02 | | | 1800 660016-001 1.000 EA | 2865.00000 2865.00| 2900.00000 2900.00| 3100.00000 3100.00 AREA MASTER CONTROLLER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 001 -22 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9925601 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 55-0345840 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1805 660017-001 LUMP| 1404.00000 1404.00| 1400.00000 1400.00| 1500.00000 1500.00 INTERSECTION PHONE SYSTEM | | | 1810 662006-001 1.000 EA | 997.00000 997.00| 1000.00000 1000.00| 1100.00000 1100.00 JUNCTION BOX, TYPE | | | SECTION TOTALS | $ 115,925.00| $ 116,380.00| $ 126,710.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 BRIDGE #4958 | | | 1815 212001-000 975.000 CY | 22.00000 21450.00| 77.00000 75075.00| 40.00000 39000.00 STRUCTURE EXCAVATION | | | 1820 212005-000 171.000 CY | 75.00000 12825.00| 81.00000 13851.00| 100.00000 17100.00 SELECT MATERIAL FOR BACKFILLING | | | 1825 218005-000 708.000 SY | 45.00000 31860.00| 62.00000 43896.00| 55.00000 38940.00 CONCRETE SLOPE PROTECTION | | | 1830 601002-001 764.000 CY | 355.00000 271220.00| 380.00000 290320.00| 320.00000 244480.00 CLASS B CONCRETE | | | 1835 601003-001 587.000 CY | 509.95000 299340.65| 530.00000 311110.00| 480.00000 281760.00 CLASS K CONCRETE | | | 1840 602001-001 72841.000 LB | 0.60000 43704.60| 0.59000 42976.19| 0.70000 50988.70 REINFORCING STEEL BAR | | | 1845 602002-001 104408.000 LB | 0.70000 73085.60| 0.74000 77261.92| 0.75000 78306.00 EPOXY COATED REINFORCING STEEL BAR | | | 1850 603018-025 1998.000 LF | 165.00000 329670.00| 185.00000 369630.00| 205.00000 409590.00 60 INCH PRESTRESSED CONCRETE I BEAM | | | 1855 615003-001 1.000 LS | 14900.00000 14900.00| 3100.00000 3100.00| 6500.00000 6500.00 FABRICATED STRUCTURAL STEEL | | | 1860 616004-016 526.000 LF | 36.00000 18936.00| 44.00000 23144.00| 65.00000 34190.00 HP14X73 STEEL BEARING PILE, DRIVEN | | | 1865 617003-001 540.000 LF | 50.00000 27000.00| 55.00000 29700.00| 65.00000 35100.00 ALUMINUM RAILING | | | 1870 639001-001 LUMP| 12000.80000 12000.80| 12200.00000 12200.00| 4500.00000 4500.00 CONSTRUCTION LAYOUT STAKE | | | 1875 679002-001 108.000 CY | 650.00000 70200.00| 700.00000 75600.00| 650.00000 70200.00 SPECIALIZED CONCRETE OVERLAY | | | 1880 679006-001 LUMP| 1.00000 1.00| 2500.00000 2500.00| 1000.00000 1000.00 TEST SLAB | | | SECTION TOTALS | $ 1,226,193.65| $ 1,370,364.11| $ 1,311,654.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 BRIDGE #4997 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 001 -23 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9925601 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 55-0345840 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1885 212001-000 1001.000 CY | 22.00000 22022.00| 80.00000 80080.00| 17.00000 17017.00 STRUCTURE EXCAVATION | | | 1887 212002-000 626.000 CY | 25.00000 15650.00| 80.00000 50080.00| 25.00000 15650.00 WET EXCAVATION | | | 1890 212005-000 121.000 CY | 75.00000 9075.00| 82.00000 9922.00| 100.00000 12100.00 SELECT MATERIAL FOR BACKFILLING | | | 1895 218004-001 2115.000 SY | 15.00000 31725.00| 38.00000 80370.00| 18.00000 38070.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 1900 601002-001 1041.000 CY | 355.00000 369555.00| 380.00000 395580.00| 300.00000 312300.00 CLASS B CONCRETE | | | 1905 601003-001 679.000 CY | 501.60000 340586.40| 490.00000 332710.00| 485.00000 329315.00 CLASS K CONCRETE | | | 1910 602001-001 153533.000 LB | 0.60000 92119.80| 0.59000 90584.47| 0.70000 107473.10 REINFORCING STEEL BAR | | | 1915 602002-001 133258.000 LB | 0.70000 93280.60| 0.74000 98610.92| 0.75000 99943.50 EPOXY COATED REINFORCING STEEL BAR | | | 1920 603018-020 1979.000 LF | 130.00000 257270.00| 165.00000 326535.00| 180.00000 356220.00 54 INCH PRESTRESSED CONCRETE I BEAM | | | 1925 615003-001 1.000 LS | 8500.00000 8500.00| 3200.00000 3200.00| 9380.00000 9380.00 FABRICATED STRUCTURAL STEEL | | | 1930 616004-017 1808.000 LF | 33.00000 59664.00| 37.00000 66896.00| 61.50000 111192.00 HP14X89 STEEL BEARING PILE, DRIVEN | | | 1940 617003-001 548.000 LF | 50.00000 27400.00| 53.00000 29044.00| 65.00000 35620.00 ALUMINUM RAILING | | | 1945 639001-001 LUMP| 13000.60000 13000.60| 12200.00000 12200.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | 1950 679002-001 122.000 CY | 650.00000 79300.00| 720.00000 87840.00| 650.00000 79300.00 SPECIALIZED CONCRETE OVERLAY | | | 1955 679006-001 LUMP| 1.00000 1.00| 2500.00000 2500.00| 1000.00000 1000.00 TEST SLAB | | | SECTION TOTALS | $ 1,419,149.40| $ 1,666,152.39| $ 1,529,580.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 WATERLINE RELOCATION | | | 1960 639001-001 LUMP| 1000.00000 1000.00| 4000.00000 4000.00| 5500.00000 5500.00 CONSTRUCTION LAYOUT STAKE | | | 1965 670007-012 36.000 LF | 8.00000 288.00| 8.00000 288.00| 980.00000 35280.00 2 INCH PLASTIC PIPE, CLASS | | | 1970 670004-182 132.000 LF | 14.58000 1924.56| 15.00000 1980.00| 22.00000 2904.00 4 INCH DUCTILE IRON PIPE, TYPE II, | | | CLASS 51 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 001 -24 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9925601 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 55-0345840 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1975 670004-222 287.000 LF | 19.40000 5567.80| 20.00000 5740.00| 31.00000 8897.00 8 INCH DUCTILE IRON PIPE, TYPE II, | | | CLASS 51 | | | 1980 670007-020 1119.000 LF | 15.70000 17568.30| 16.00000 17904.00| 14.00000 15666.00 6 INCH PLASTIC PIPE, CLASS 200 | | | 1985 670007-022 1754.000 LF | 17.20000 30168.80| 17.00000 29818.00| 20.00000 35080.00 8 INCH PLASTIC PIPE, CLASS 200 | | | 1990 670009-180 1.000 EA | 427.00000 427.00| 430.00000 430.00| 460.00000 460.00 4 INCH GATE VALVE AND VALVE BOX | | | 1995 670009-200 1.000 EA | 494.30000 494.30| 500.00000 500.00| 600.00000 600.00 6 INCH GATE VALVE AND VALVE BOX | | | 2000 670009-220 2.000 EA | 650.00000 1300.00| 650.00000 1300.00| 925.00000 1850.00 8 INCH GATE VALVE AND VALVE BOX | | | 2005 670010-200 26.000 LF | 85.00000 2210.00| 85.00000 2210.00| 105.00000 2730.00 6 INCH STEEL CASING PIPE, THICKNESS | | | 0.1875 | | | 2010 670010-260 114.000 LF | 75.78000 8638.92| 76.00000 8664.00| 125.00000 14250.00 12 INCH STEEL CASING PIPE, THICKNESS | | | 0.1875 | | | 2015 670010-320 245.000 LF | 79.00000 19355.00| 79.00000 19355.00| 145.00000 35525.00 18 INCH STEEL CASING PIPE, THICKNESS | | | 0.1875 | | | 2020 670016-001 3.000 EA | 300.00000 900.00| 300.00000 900.00| 450.00000 1350.00 RELOCATE METER | | | 2025 670019-001 1.000 EA | 1150.00000 1150.00| 1200.00000 1200.00| 1600.00000 1600.00 SPECIAL VALVE, 2 IN AIR REALEASE | | | ASSEMBLY | | | 2030 670019-120 1.000 EA | 450.00000 450.00| 450.00000 450.00| 630.00000 630.00 2 INCH SPECIAL VALVE, BLOWOFF ASSEMBLY | | | 2035 670019-201 1.000 EA | 1400.00000 1400.00| 1400.00000 1400.00| 2400.00000 2400.00 6 INCH SPECIAL VALVE, TAP AND SLEEVE | | | WITH BOX | | | 2040 670021-040 428.000 LF | 9.00000 3852.00| 9.10000 3894.80| 7.00000 2996.00 3/4 INCH HOUSE CONNECTION | | | SECTION TOTALS | $ 96,694.68| $ 100,033.80| $ 167,718.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 SEWERLINE RELOCATION | | | 2045 202003-000 LUMP| 300.00000 300.00| 300.00000 300.00| 930.00000 930.00 SEPTIC TANK ABANDONMENT NUMBER, 120 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 001 -25 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9925601 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 55-0345840 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2050 202003-000 LUMP| 300.00000 300.00| 300.00000 300.00| 930.00000 930.00 SEPTIC TANK ABANDONMENT NUMBER, 121 | | | 2055 604037-028 20.000 LF | 200.00000 4000.00| 200.00000 4000.00| 200.00000 4000.00 48 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 2060 639001-001 LUMP| 1000.00000 1000.00| 4000.00000 4000.00| 5500.00000 5500.00 CONSTRUCTION LAYOUT STAKE | | | 2065 675007-018 749.000 LF | 21.00000 15729.00| 21.00000 15729.00| 15.00000 11235.00 4 INCH PLASTIC SEWER PIPE | | | 2070 675007-020 217.000 LF | 21.00000 4557.00| 21.00000 4557.00| 17.00000 3689.00 6 INCH PLASTIC SEWER PIPE | | | 2075 675007-022 1587.000 LF | 27.00000 42849.00| 27.00000 42849.00| 24.00000 38088.00 8 INCH PLASTIC SEWER PIPE | | | 2080 675008-180 44.000 LF | 26.00000 1144.00| 26.00000 1144.00| 22.00000 968.00 4 INCH DUCTILE IRON SEWER PIPE, TYPE I, | | | CLASS 51 | | | 2085 675008-201 20.000 LF | 28.00000 560.00| 28.00000 560.00| 24.50000 490.00 6 INCH DUCTILE IRON SEWER PIPE, TYPE I, | | | CLASS 51 | | | 2090 675008-221 1744.000 LF | 36.00000 62784.00| 36.00000 62784.00| 26.50000 46216.00 8 INCH DUCTILE IRON SEWER PIPE, TYPE I, | | | CLASS 51 | | | 2095 675014-001 20.000 EA | 1800.00000 36000.00| 1800.00000 36000.00| 3500.00000 70000.00 MANHOLE COMPLETE, INCLUDING CASTING | | | 2100 675015-001 5.000 EA | 2300.00000 11500.00| 2300.00000 11500.00| 4700.00000 23500.00 DROP MANHOLE COMPLETE, INCLUDING CASTING| | | 2105 675017-001 1.000 EA | 400.00000 400.00| 400.00000 400.00| 710.00000 710.00 ABANDONING MANHOLE | | | 2110 675021-320 140.000 LF | 112.50000 15750.00| 110.00000 15400.00| 150.00000 21000.00 18 INCH STEEL CASING PIPE, THICKNESS | | | 0.1875 | | | SECTION TOTALS | $ 196,873.00| $ 199,523.00| $ 227,256.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 COMPUTER SYSTEM | | | 2115 640004-001 LUMP| 3500.00000 3500.00| 3200.00000 3200.00| 5500.00000 5500.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 001 -26 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9925601 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 61-0548463 |(2) 55-0487806 |(3) 55-0345840 |BIZZACK, INC. |ORDERS CONSTRUCTION COMPANY,|VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 3,500.00| $ 3,200.00| $ 5,500.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 ON THE JOB TRAINING | | | 2120 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 11,906,429.38| $ 12,462,045.96| $ 12,990,396.10 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 001 -27 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9925601 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0535003 |(5) 55-0328627 | |KANAWHA STONE COMPANY, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 389820.00000 389820.00| 543865.75000 543865.75| CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 5000.00000 5000.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 102/1 | | | 0015 202001-000 1.000 LS | 5000.00000 5000.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 102/2 | | | 0020 202001-000 1.000 LS | 100.00000 100.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 102/3 | | | 0025 202001-000 1.000 LS | 100.00000 100.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 102/4 | | | 0030 202001-000 1.000 LS | 2000.00000 2000.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 103/1 | | | 0035 202001-000 1.000 LS | 2500.00000 2500.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 104/1 | | | 0040 202001-000 1.000 LS | 2000.00000 2000.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 105/1 | | | 0045 202001-000 1.000 LS | 100.00000 100.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 105/2 | | | 0050 202001-000 1.000 LS | 100.00000 100.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 105/3 | | | 0055 202001-000 1.000 LS | 10.00000 10.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 105/4 | | | 0060 202001-000 1.000 LS | 300.00000 300.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 106-2/1 | | | 0065 202001-000 1.000 LS | 300.00000 300.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 106-3/1 | | | 0070 202001-000 1.000 LS | 1500.00000 1500.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 107-1/1 | | | 0075 202001-000 1.000 LS | 1300.00000 1300.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 107-1/2 | | | 0080 202001-000 1.000 LS | 2500.00000 2500.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 140/1 | | | 0085 202001-000 1.000 LS | 10.00000 10.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 140/2 | | | 0090 202001-000 1.000 LS | 2000.00000 2000.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 143/1 | | | 0095 202001-000 1.000 LS | 500.00000 500.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 143/2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 001 -28 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9925601 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0535003 |(5) 55-0328627 | |KANAWHA STONE COMPANY, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 202001-000 1.000 LS | 2000.00000 2000.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 144/1 | | | 0105 202001-000 1.000 LS | 3000.00000 3000.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 145/1 | | | 0110 202001-000 1.000 LS | 2000.00000 2000.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 145/2 | | | 0115 202001-000 1.000 LS | 1000.00000 1000.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 145/3 | | | 0120 202001-000 1.000 LS | 100.00000 100.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 145/4 | | | 0125 202001-000 1.000 LS | 1500.00000 1500.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 146/1 | | | 0130 202001-000 1.000 LS | 500.00000 500.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 146/2 | | | 0135 202001-000 1.000 LS | 300.00000 300.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 146/3 | | | 0140 202001-000 1.000 LS | 3500.00000 3500.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 147/1 | | | 0145 202001-000 1.000 LS | 3000.00000 3000.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 148/1 | | | 0150 202001-000 1.000 LS | 100.00000 100.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 148/2 | | | 0155 202001-000 1.000 LS | 4000.00000 4000.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 150/1 | | | 0160 202001-000 1.000 LS | 2200.00000 2200.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 150/2 | | | 0165 202001-000 1.000 LS | 1300.00000 1300.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 150/3 | | | 0170 202001-000 1.000 LS | 4500.00000 4500.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 151/1 | | | 0175 202001-000 1.000 LS | 100.00000 100.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 151/2 | | | 0180 202001-000 1.000 LS | 100.00000 100.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 151/3 | | | 0185 202001-000 1.000 LS | 100.00000 100.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 151/4 | | | 0190 202001-000 1.000 LS | 1800.00000 1800.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 152/1 | | | 0195 202001-000 1.000 LS | 100.00000 100.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 152/2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 001 -29 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9925601 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0535003 |(5) 55-0328627 | |KANAWHA STONE COMPANY, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 202001-000 1.000 LS | 1300.00000 1300.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 153/1 | | | 0205 202001-000 1.000 LS | 1300.00000 1300.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 154/1 | | | 0210 202001-000 1.000 LS | 100.00000 100.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 154/2 | | | 0215 202001-000 1.000 LS | 1400.00000 1400.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 155/1 | | | 0220 202001-000 1.000 LS | 1800.00000 1800.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 161/1 | | | 0225 202001-000 1.000 LS | 600.00000 600.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 161/2 | | | 0230 202001-000 1.000 LS | 200.00000 200.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 175/1 | | | 0235 202001-000 1.000 LS | 2500.00000 2500.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 109/1 | | | 0240 202001-000 1.000 LS | 600.00000 600.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 109/2 | | | 0245 202001-000 1.000 LS | 600.00000 600.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 109/3 | | | 0250 202001-000 1.000 LS | 100.00000 100.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 110/1 | | | 0255 202001-000 1.000 LS | 100.00000 100.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 111/1 | | | 0260 202001-000 1.000 LS | 2300.00000 2300.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 112/1 | | | 0265 202001-000 1.000 LS | 600.00000 600.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 112/2 | | | 0270 202001-000 1.000 LS | 2700.00000 2700.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 113/1 | | | 0275 202001-000 1.000 LS | 100.00000 100.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 113/2 | | | 0280 202001-000 1.000 LS | 1800.00000 1800.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 114/1 | | | 0285 202001-000 1.000 LS | 700.00000 700.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 114/2 | | | 0290 202001-000 1.000 LS | 1800.00000 1800.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 115/1 | | | 0295 202001-000 1.000 LS | 1500.00000 1500.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 115/2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 001 -30 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9925601 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0535003 |(5) 55-0328627 | |KANAWHA STONE COMPANY, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 202001-000 1.000 LS | 4600.00000 4600.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 116/1 | | | 0305 202001-000 1.000 LS | 2500.00000 2500.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 116/2 | | | 0310 202001-000 1.000 LS | 3200.00000 3200.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 117/1 | | | 0315 202001-000 1.000 LS | 2900.00000 2900.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 117/2 | | | 0320 202001-000 1.000 LS | 800.00000 800.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 117/3 | | | 0325 202001-000 1.000 LS | 1800.00000 1800.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 118-1/1 | | | 0330 202001-000 1.000 LS | 100.00000 100.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 118-1/2 | | | 0335 202001-000 1.000 LS | 100.00000 100.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 120/1 | | | 0340 202001-000 1.000 LS | 100.00000 100.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 120/2 | | | 0345 202001-000 1.000 LS | 100.00000 100.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 127/1 | | | 0350 202001-000 1.000 LS | 1500.00000 1500.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 129/1 | | | 0355 202001-000 1.000 LS | 700.00000 700.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 129/2 | | | 0360 202001-000 1.000 LS | 2900.00000 2900.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 118-2/1 | | | 0365 202001-000 1.000 LS | 2800.00000 2800.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 122/1 | | | 0370 202001-000 1.000 LS | 2000.00000 2000.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 122/2 | | | 0375 202001-000 1.000 LS | 500.00000 500.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 122/3 | | | 0380 202001-000 1.000 LS | 1000.00000 1000.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 122/4 | | | 0385 202001-000 1.000 LS | 3000.00000 3000.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 123/1 | | | 0390 202001-000 1.000 LS | 300.00000 300.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 123/2 | | | 0395 202001-000 1.000 LS | 300.00000 300.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 123/3 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 001 -31 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9925601 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0535003 |(5) 55-0328627 | |KANAWHA STONE COMPANY, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0400 202001-000 1.000 LS | 3300.00000 3300.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 124/1 | | | 0405 202001-000 1.000 LS | 600.00000 600.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 124/2 | | | 0410 202001-000 1.000 LS | 100.00000 100.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 124/3 | | | 0415 202001-000 1.000 LS | 100.00000 100.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 124/4 | | | 0420 202001-000 1.000 LS | 900.00000 900.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 125/1 | | | 0425 202001-000 1.000 LS | 1800.00000 1800.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 172/1 | | | 0430 202001-000 1.000 LS | 100.00000 100.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 172/2 | | | 0435 202003-000 LUMP| 800.00000 800.00| 1.00000 1.00| SEPTIC TANK ABANDONMENT NUMBER, 107-1/3 | | | 0440 202003-000 LUMP| 800.00000 800.00| 1.00000 1.00| SEPTIC TANK ABANDONMENT NUMBER, 143/3 | | | 0445 202003-000 LUMP| 800.00000 800.00| 1.00000 1.00| SEPTIC TANK ABANDONMENT NUMBER, 144/2 | | | 0450 202003-000 LUMP| 800.00000 800.00| 1.00000 1.00| SEPTIC TANK ABANDONMENT NUMBER, 145/5 | | | 0455 202003-000 LUMP| 800.00000 800.00| 1.00000 1.00| SEPTIC TANK ABANDONMENT NUMBER, 146/4 | | | 0460 202003-000 LUMP| 800.00000 800.00| 1.00000 1.00| SEPTIC TANK ABANDONMENT NUMBER, 147/2 | | | 0465 202003-000 LUMP| 800.00000 800.00| 1.00000 1.00| SEPTIC TANK ABANDONMENT NUMBER, 148/3 | | | 0470 202003-000 LUMP| 800.00000 800.00| 1.00000 1.00| SEPTIC TANK ABANDONMENT NUMBER, 148/4 | | | 0475 202003-000 LUMP| 800.00000 800.00| 1.00000 1.00| SEPTIC TANK ABANDONMENT NUMBER, 151/5 | | | 0480 202003-000 LUMP| 800.00000 800.00| 1.00000 1.00| SEPTIC TANK ABANDONMENT NUMBER, 152/3 | | | 0485 202003-000 LUMP| 800.00000 800.00| 1.00000 1.00| SEPTIC TANK ABANDONMENT NUMBER, 153/2 | | | 0490 202003-000 LUMP| 800.00000 800.00| 1.00000 1.00| SEPTIC TANK ABANDONMENT NUMBER, 154/3 | | | 0495 202003-000 LUMP| 800.00000 800.00| 1.00000 1.00| SEPTIC TANK ABANDONMENT NUMBER, 155/2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 001 -32 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9925601 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0535003 |(5) 55-0328627 | |KANAWHA STONE COMPANY, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 202003-000 LUMP| 800.00000 800.00| 1.00000 1.00| SEPTIC TANK ABANDONMENT NUMBER, 161/3 | | | 0505 202003-000 LUMP| 800.00000 800.00| 1.00000 1.00| SEPTIC TANK ABANDONMENT NUMBER, 109/4 | | | 0510 202003-000 LUMP| 800.00000 800.00| 1.00000 1.00| SEPTIC TANK ABANDONMENT NUMBER, 110/2 | | | 0515 202003-000 LUMP| 800.00000 800.00| 1.00000 1.00| SEPTIC TANK ABANDONMENT NUMBER, 111/2 | | | 0520 202003-000 LUMP| 800.00000 800.00| 1.00000 1.00| SEPTIC TANK ABANDONMENT NUMBER, 112/3 | | | 0525 202003-000 LUMP| 800.00000 800.00| 1.00000 1.00| SEPTIC TANK ABANDONMENT NUMBER, 112/4 | | | 0530 202003-000 LUMP| 800.00000 800.00| 1.00000 1.00| SEPTIC TANK ABANDONMENT NUMBER, 112/5 | | | 0535 202003-000 LUMP| 800.00000 800.00| 1.00000 1.00| SEPTIC TANK ABANDONMENT NUMBER, 113/3 | | | 0540 202003-000 LUMP| 800.00000 800.00| 1.00000 1.00| SEPTIC TANK ABANDONMENT NUMBER, 113/4 | | | 0545 202003-000 LUMP| 800.00000 800.00| 1.00000 1.00| SEPTIC TANK ABANDONMENT NUMBER, 114/3 | | | 0550 202003-000 LUMP| 800.00000 800.00| 1.00000 1.00| SEPTIC TANK ABANDONMENT NUMBER, 115/3 | | | 0555 202003-000 LUMP| 800.00000 800.00| 1.00000 1.00| SEPTIC TANK ABANDONMENT NUMBER, 115/4 | | | 0560 202003-000 LUMP| 800.00000 800.00| 1.00000 1.00| SEPTIC TANK ABANDONMENT NUMBER, 116/3 | | | 0565 202003-000 LUMP| 800.00000 800.00| 1.00000 1.00| SEPTIC TANK ABANDONMENT NUMBER, 117/4 | | | 0570 202003-000 LUMP| 800.00000 800.00| 1.00000 1.00| SEPTIC TANK ABANDONMENT NUMBER, 118-1/3 | | | 0575 202003-000 LUMP| 800.00000 800.00| 1.00000 1.00| SEPTIC TANK ABANDONMENT NUMBER, 120/3 | | | 0580 202003-000 LUMP| 800.00000 800.00| 1.00000 1.00| SEPTIC TANK ABANDONMENT NUMBER, 129/3 | | | 0585 202003-000 LUMP| 800.00000 800.00| 1.00000 1.00| SEPTIC TANK ABANDONMENT NUMBER, 118-2/2 | | | 0590 202003-000 LUMP| 800.00000 800.00| 1.00000 1.00| SEPTIC TANK ABANDONMENT NUMBER, 122/5 | | | 0595 202003-000 LUMP| 800.00000 800.00| 1.00000 1.00| SEPTIC TANK ABANDONMENT NUMBER, 123/4 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 001 -33 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9925601 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0535003 |(5) 55-0328627 | |KANAWHA STONE COMPANY, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0600 202003-000 LUMP| 800.00000 800.00| 1.00000 1.00| SEPTIC TANK ABANDONMENT NUMBER, 124/5 | | | 0605 202003-000 LUMP| 800.00000 800.00| 1.00000 1.00| SEPTIC TANK ABANDONMENT NUMBER, 172/3 | | | 0610 204001-000 LUMP| 200000.00000 200000.00| 430000.00000 430000.00| MOBILIZATION | | | 0615 207001-001 806970.000 CY | 3.50000 2824395.00| 4.15000 3348925.50| UNCLASSIFIED EXCAVATION | | | 0620 207002-000 17207.000 CY | 22.50000 387157.50| 34.00000 585038.00| SUBGRADE | | | 0625 207033-000 3910.000 SY | 1.15000 4496.50| 1.50000 5865.00| FABRIC FOR SUBGRADE STABILIZATION | | | 0630 207034-000 102165.000 SY | 1.00000 102165.00| 1.00000 102165.00| FABRIC FOR SEPARATION | | | 0635 218002-000 16.000 CY | 135.00000 2160.00| 200.00000 3200.00| GROUTED RIPRAP | | | 0640 311006-001 11914.000 CY | 42.00000 500388.00| 40.00000 476560.00| OPEN GRADED FREE DRAINING BASE COURSE | | | 0645 408002-001 9739.000 GA | 0.01000 97.39| 0.50000 4869.50| BITUMINOUS MATERIAL | | | 0650 502001-012 790.000 SY | 125.00000 98750.00| 145.00000 114550.00| 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0655 601002-001 84.000 CY | 600.00000 50400.00| 480.00000 40320.00| CLASS B CONCRETE | | | 0660 605003-001 2.000 EA | 1850.00000 3700.00| 2800.00000 5600.00| TYPE A INLET | | | 0665 605004-001 2.000 EA | 1450.00000 2900.00| 1950.00000 3900.00| TYPE B INLET | | | 0670 605008-001 1.000 EA | 4300.00000 4300.00| 5000.00000 5000.00| TYPE F INLET | | | 0675 605009-001 18.000 EA | 1680.00000 30240.00| 2500.00000 45000.00| TYPE G INLET | | | 0680 605010-001 6.000 EA | 2700.00000 16200.00| 5200.00000 31200.00| TYPE H INLET | | | 0685 606020-001 93.000 LF | 14.90000 1385.70| 12.00000 1116.00| AGGREGATE FILLED FABRIC UNDERDRAIN, | | | 12"INCH | | | 0690 606020-001 500.000 LF | 19.60000 9800.00| 16.00000 8000.00| AGGREGATE FILLED FABRIC UNDERDRAIN, | | | 24"INCH | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 001 -34 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9925601 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0535003 |(5) 55-0328627 | |KANAWHA STONE COMPANY, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0695 606025-002 103.000 LF | 13.50000 1390.50| 11.00000 1133.00| 4 INCH UNDERDRAIN PIPE | | | 0700 606025-004 625.000 LF | 13.50000 8437.50| 13.00000 8125.00| 6 INCH UNDERDRAIN PIPE | | | 0705 606029-001 22350.000 LF | 6.40000 143040.00| 7.00000 156450.00| FREE DRAINING BASE TRENCH | | | 0710 606030-001 10232.000 LF | 7.00000 71624.00| 9.00000 92088.00| OUTLET PIPE | | | 0715 607001-001 6110.000 LF | 9.90000 60489.00| 8.75000 53462.50| TYPE 1 GUARDRAIL, CLASS I | | | 0720 607006-001 8.000 EA | 750.00000 6000.00| 735.00000 5880.00| THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0725 607009-001 1183.000 LF | 4.70000 5560.10| 4.50000 5323.50| TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0730 607030-001 5.000 EA | 420.00000 2100.00| 400.00000 2000.00| SPECIAL TRAILING END TERMINAL | | | 0735 607030-002 2.000 EA | 210.00000 420.00| 200.00000 400.00| SPECIAL TRAILING END TERMINAL, REMOVED | | | AND RESET | | | 0740 607066-001 9.000 EA | 1570.00000 14130.00| 1490.00000 13410.00| TANGENT END TERMINAL | | | 0745 608001-004 6657.000 LF | 14.75000 98190.75| 12.89000 85808.73| 5 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0750 610003-001 190.000 LF | 43.00000 8170.00| 50.00000 9500.00| COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I | | | 0755 610006-005 2406.000 LF | 47.50000 114285.00| 45.00000 108270.00| MEDIAN, TYPE V | | | 0760 633001-001 1724.000 SY | 72.70000 125334.80| 64.80000 111715.20| CONCRETE GUTTER | | | 0765 633003-001 796.000 CY | 26.00000 20696.00| 15.00000 11940.00| DUMPED ROCK GUTTER | | | 0770 636007-001 19200.000 LF | 0.45000 8640.00| 0.50000 9600.00| ERADICATION OF PAVEMENT MARKING | | | 0775 636008-001 28800.000 LF | 0.25000 7200.00| 0.25000 7200.00| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0780 636009-001 7680.000 LF | 1.05000 8064.00| 1.00000 7680.00| TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE , TYPE VIIB | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 001 -35 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9925601 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0535003 |(5) 55-0328627 | |KANAWHA STONE COMPANY, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0785 636010-003 4320.000 EA | 4.20000 18144.00| 3.50000 15120.00| TEMPORARY RAISED PAVEMENT MARKER, TYPE | | | TCZ | | | 0790 636011-001 25520.000 UN | 1.35000 34452.00| 1.50000 38280.00| TRAFFIC CONTROL DEVICE | | | 0795 636012-010 2.000 EA | 260.00000 520.00| 350.00000 700.00| PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0800 636013-001 288.000 EA | 2.60000 748.80| 5.00000 1440.00| INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0805 636014-001 50.000 HR | 55.00000 2750.00| 66.30000 3315.00| FLAGGER | | | 0810 636014-002 50.000 HR | 45.00000 2250.00| 66.30000 3315.00| TRAFFIC DIRECTOR | | | 0815 636017-001 5000.000 LF | 15.00000 75000.00| 26.65000 133250.00| TEMPORARY CONCRETE BARRIER | | | 0820 636018-001 4400.000 LF | 4.75000 20900.00| 5.00000 22000.00| REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0825 636021-001 640.000 DA | 14.70000 9408.00| 12.00000 7680.00| ELECTRIC ARROW | | | 0830 636022-001 1280.000 DA | 37.00000 47360.00| 35.00000 44800.00| CHANGAEBLE MESSAGE SIGN | | | 0835 636025-001 6780.000 DA | 0.40000 2712.00| 0.35000 2373.00| WARNING LIGHTS, TYPE TYPE A | | | 0840 636025-001 6600.000 DA | 1.00000 6600.00| 1.25000 8250.00| WARNING LIGHTS, TYPE TYPE B | | | 0845 636025-001 1500.000 DA | 0.40000 600.00| 0.35000 525.00| WARNING LIGHTS, TYPE TYPE C | | | 0850 636028-001 50.000 DA | 600.00000 30000.00| 150.00000 7500.00| SHADOW VEHICLE | | | 0855 637001-001 1000.000 MG | 24.50000 24500.00| 25.00000 25000.00| WATER FOR DUST PALLIATIVE | | | 0860 638001-001 2.000 EA | 260.00000 520.00| 95.00000 190.00| PROJECT MARKER | | | 0865 638002-001 80.000 EA | 125.00000 10000.00| 100.00000 8000.00| RIGHT OF WAY MARKER | | | 0870 638003-001 6.000 EA | 215.00000 1290.00| 200.00000 1200.00| SURVEY MARKER | | | 0875 639001-001 LUMP| 175000.00000 175000.00| 135096.00000 135096.00| CONSTRUCTION LAYOUT STAKE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 001 -36 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9925601 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0535003 |(5) 55-0328627 | |KANAWHA STONE COMPANY, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0880 640001-001 14.000 MO | 2000.00000 28000.00| 3000.00000 42000.00| STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0885 640003-001 LUMP| 4000.00000 4000.00| 10000.00000 10000.00| BUILDING EQUIPMENT | | | 0890 642001-001 6636.000 LF | 0.50000 3318.00| 0.01000 66.36| TEMPORARY BERM | | | 0895 642002-001 197.000 LF | 10.00000 1970.00| 20.00000 3940.00| SLOPE DRAIN | | | 0900 642004-001 2757.000 LB | 0.01000 27.57| 0.05000 137.85| SEED MIXTURE, TEMPORARY | | | 0905 642004-002 1765.000 LB | 0.05000 88.25| 0.10000 176.50| SEED MIXTURE, B | | | 0910 642004-003 1832.000 LB | 6.70000 12274.40| 6.90000 12640.80| SEED MIXTURE, D | | | 0915 642005-001 81.000 TN | 433.00000 35073.00| 442.80000 35866.80| MULCH, STRAW OR HAY | | | 0920 642005-002 4.000 TN | 971.00000 3884.00| 993.60000 3974.40| MULCH, WOOD CELLULOSE FIBER | | | 0925 642006-001 18.000 TN | 528.00000 9504.00| 540.00000 9720.00| FERTILIZER | | | 0930 642009-001 33800.000 LF | 0.50000 16900.00| 0.01000 338.00| CONTOUR DITCH | | | 0935 642010-001 69.000 TN | 10.60000 731.40| 10.80000 745.20| AGRICULTURAL LIMESTONE | | | 0940 642011-001 11261.000 EA | 7.00000 78827.00| 0.01000 112.61| HAY OR STRAW BALE | | | 0945 642012-001 33800.000 LF | 3.00000 101400.00| 0.01000 338.00| SILT FENCE | | | 0950 642031-001 26.000 EA | 125.00000 3250.00| 200.00000 5200.00| DITCH CHECK | | | 0955 642033-001 1280.000 CY | 4.60000 5888.00| 12.50000 16000.00| SEDIMENT TRAP | | | 0960 642036-001 640.000 CY | 4.60000 2944.00| 5.00000 3200.00| SEDIMENT REMOVAL | | | 0965 652001-001 68.000 TN | 10.60000 720.80| 10.80000 734.40| AGRICULTURAL LIMESTONE | | | 0970 652002-001 23.000 TN | 317.00000 7291.00| 324.00000 7452.00| FERTILIZER, 10-20-10 | | | 0975 652002-002 7.000 TN | 1688.00000 11816.00| 1728.00000 12096.00| FERTILIZER, UREA FORMALDEHYDE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 001 -37 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9925601 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0535003 |(5) 55-0328627 | |KANAWHA STONE COMPANY, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0980 652003-001 1765.000 LB | 0.50000 882.50| 0.50000 882.50| SEED MIXTURES, B, C-1, OR C-2 | | | 0985 652003-002 1832.000 LB | 6.00000 10992.00| 5.90000 10808.80| SEED MIXTURE, D | | | 0990 652004-001 81.000 TN | 445.00000 36045.00| 453.60000 36741.60| STRAW OR HAY MULCH | | | 0995 652004-002 3.000 TN | 1005.00000 3015.00| 1026.00000 3078.00| WOOD CELLULOSE FIBER MULCH | | | 1000 655001-001 5379.000 SY | 1.40000 7530.60| 1.40000 7530.60| MATTING | | | 1005 664001-008 2.000 EA | 5500.00000 11000.00| 5200.00000 10400.00| IMPACT ATTENUATING DEVICE, TYPE IV | | | 1010 664001-009 2.000 EA | 1050.00000 2100.00| 1000.00000 2000.00| REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 1015 681001-001 LUMP| 530.00000 530.00| 500.00000 500.00| ASBESTOS ABATEMENT, NUMBER 103/1 | | | 1016 681001-001 LUMP| 450.00000 450.00| 500.00000 500.00| ASBESTOS ABATEMENT, NUMBER 104/1 | | | 1020 681001-001 LUMP| 4400.00000 4400.00| 2200.00000 2200.00| ASBESTOS ABATEMENT, NUMBER 105/1 | | | 1023 681001-001 LUMP| 400.00000 400.00| 250.00000 250.00| ASBESTOS ABATEMENT, NUMBER 140/1 | | | 1025 681001-001 LUMP| 1200.00000 1200.00| 1900.00000 1900.00| ASBESTOS ABATEMENT, NUMBER 143/1 | | | 1026 681001-001 LUMP| 1000.00000 1000.00| 650.00000 650.00| ASBESTOS ABATEMENT, NUMBER 145/1 | | | 1033 681001-001 LUMP| 800.00000 800.00| 1100.00000 1100.00| ASBESTOS ABATEMENT, NUMBER 147/1 | | | 1034 681001-001 LUMP| 1300.00000 1300.00| 750.00000 750.00| ASBESTOS ABATEMENT, NUMBER 150/1 | | | 1037 681001-001 LUMP| 2100.00000 2100.00| 900.00000 900.00| ASBESTOS ABATEMENT, NUMBER 151/1 | | | 1041 681001-001 LUMP| 2100.00000 2100.00| 400.00000 400.00| ASBESTOS ABATEMENT, NUMBER 152/1 | | | 1046 681001-001 LUMP| 400.00000 400.00| 600.00000 600.00| ASBESTOS ABATEMENT, NUMBER 161/1 | | | 1048 681001-001 LUMP| 1000.00000 1000.00| 500.00000 500.00| ASBESTOS ABATEMENT, NUMBER 109/1 | | | 1050 681001-001 LUMP| 600.00000 600.00| 700.00000 700.00| ASBESTOS ABATEMENT, NUMBER 112/1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 001 -38 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9925601 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0535003 |(5) 55-0328627 | |KANAWHA STONE COMPANY, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1053 681001-001 LUMP| 600.00000 600.00| 500.00000 500.00| ASBESTOS ABATEMENT, NUMBER 114/1 | | | 1055 681001-001 LUMP| 1100.00000 1100.00| 1900.00000 1900.00| ASBESTOS ABATEMENT, NUMBER 115/1 | | | 1056 681001-001 LUMP| 300.00000 300.00| 500.00000 500.00| ASBESTOS ABATEMENT, NUMBER 115/2 | | | 1057 681001-001 LUMP| 600.00000 600.00| 500.00000 500.00| ASBESTOS ABATEMENT, NUMBER 116/1 | | | 1064 681001-001 LUMP| 600.00000 600.00| 500.00000 500.00| ASBESTOS ABATEMENT, NUMBER 129/1 | | | 1065 681001-001 LUMP| 4800.00000 4800.00| 1900.00000 1900.00| ASBESTOS ABATEMENT, NUMBER 118-2/1 | | | 1073 681001-001 LUMP| 500.00000 500.00| 500.00000 500.00| ASBESTOS ABATEMENT, NUMBER 124/1 | | | 1077 681001-001 LUMP| 600.00000 600.00| 450.00000 450.00| ASBESTOS ABATEMENT, NUMBER 172/1 | | | 1080 401001-011 AA1 67112.000 TN | 29.50000 1979804.00| 40.00000 2684480.00| SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE TYPE I | | | 1085 401001-012 AA2 61007.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE TYPE I | | | 1090 401001-011 AB1 76.000 TN | 50.00000 3800.00| 40.00000 3040.00| SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE TYPE II | | | 1095 401001-012 AB2 70.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE TYPE II | | | 1100 401003-011 AC1 47.000 TN | 50.00000 2350.00| 40.00000 1880.00| SUPERPAVE HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 1105 401003-012 AC2 43.000 TN | | | SUPERPAVE HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 1110 401007-001 AD1 2090.000 TN | 36.00000 75240.00| 40.00000 83600.00| MARSHALL SCRATCH COURSE, STONE OR GRAVEL| | | 1115 401007-002 AD2 1900.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 1120 402001-011 AE1 8252.000 TN | 39.50000 325954.00| 40.00000 330080.00| SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE I | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 001 -39 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9925601 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0535003 |(5) 55-0328627 | |KANAWHA STONE COMPANY, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1125 402001-012 AE2 7498.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE I | | | 1130 604004-010 AF1 52.000 LF | 53.00000 2756.00| | 12 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 1135 604076-010 AF2 52.000 LF | | 40.00000 2080.00| 12 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 1140 604004-012 AG1 44.000 LF | | | 15 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 1145 604072-112 AG1 2.000 EA | | | 15 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 1150 604076-012 AG2 44.000 LF | 53.00000 2332.00| 40.00000 1760.00| 15 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 1155 604072-112 AG2 2.000 EA | 400.00000 800.00| 533.80000 1067.60| 15 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 1160 604037-012 AG3 44.000 LF | | | 15 INCH REINFORCED CONCRETE PIPE, CLASS | | | CLASS III | | | 1165 604071-012 AG3 2.000 EA | | | 15 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 1170 604004-016 AH1 80.000 LF | | | 18 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 1175 604072-116 AH1 2.000 EA | | | 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 1180 604076-016 AH2 80.000 LF | 55.00000 4400.00| 37.45000 2996.00| 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 1185 604072-116 AH2 2.000 EA | 500.00000 1000.00| 896.80000 1793.60| 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 1190 604004-016 AJ1 194.000 LF | | | 18 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 001 -40 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9925601 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0535003 |(5) 55-0328627 | |KANAWHA STONE COMPANY, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1195 604009-016 AJ1 2.000 EA | | | 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 1200 604076-016 AJ2 194.000 LF | 42.00000 8148.00| 37.45000 7265.30| 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 1205 604009-016 AJ2 2.000 EA | 335.00000 670.00| 273.25000 546.50| 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 1210 604004-016 AK1 388.000 LF | | | 18 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 1215 604076-016 AK2 388.000 LF | 57.00000 22116.00| 37.45000 14530.60| 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 1220 604004-016 AL1 47.000 LF | | | 18 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 1225 604072-116 AL1 1.000 EA | | | 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 1230 604076-016 AL2 47.000 LF | 55.00000 2585.00| 37.45000 1760.15| 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 1235 604072-116 AL2 1.000 EA | 500.00000 500.00| 896.00000 896.00| 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 1240 604037-016 AL3 47.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | CLASS III | | | 1245 604071-016 AL3 1.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 1250 604004-016 AM1 719.000 LF | | | 18 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 1255 604076-016 AM2 719.000 LF | 48.00000 34512.00| 37.45000 26926.55| 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 1260 604037-016 AM3 719.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | CLASS III | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 001 -41 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9925601 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0535003 |(5) 55-0328627 | |KANAWHA STONE COMPANY, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1265 604004-020 AN1 181.000 LF | | | 24 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 1270 604076-020 AN2 181.000 LF | 45.00000 8145.00| 45.15000 8172.15| 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 1275 604004-020 AP1 95.000 LF | | | 24 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 1280 604009-020 AP1 1.000 EA | | | 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 1285 604076-020 AP2 95.000 LF | 72.00000 6840.00| 45.15000 4289.25| 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 1290 604009-020 AP2 1.000 EA | 400.00000 400.00| 1179.80000 1179.80| 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 1295 604037-020 AP3 95.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | CLASS III | | | 1300 604038-020 AP3 1.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 1305 604004-020 AQ1 42.000 LF | | | 24 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 1310 604072-120 AQ1 2.000 EA | | | 24 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 1315 604076-020 AQ2 42.000 LF | 59.00000 2478.00| 45.15000 1896.30| 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 1320 604072-120 AQ2 2.000 EA | 650.00000 1300.00| 1179.80000 2359.60| 24 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 1325 604037-020 AQ3 42.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | CLASS III | | | 1330 604071-020 AQ3 2.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 001 -42 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9925601 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0535003 |(5) 55-0328627 | |KANAWHA STONE COMPANY, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1335 604004-020 AR1 598.000 LF | | | 24 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 1340 604076-020 AR2 598.000 LF | 59.00000 35282.00| 45.15000 26999.70| 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 1345 604037-020 AR3 598.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | CLASS III | | | 1350 604004-022 AS1 667.000 LF | | | 30 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 1355 604076-022 AS2 667.000 LF | 64.00000 42688.00| 57.10000 38085.70| 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 1360 604037-022 AS3 667.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | CLASS III | | | 1365 604004-024 AT1 30.000 LF | | | 36 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 1370 604076-024 AT2 30.000 LF | 66.00000 1980.00| 165.95000 4978.50| 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 1375 604004-024 AV1 463.000 LF | | | 36 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 1380 604076-024 AV2 463.000 LF | 70.00000 32410.00| 63.95000 29608.85| 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 1385 604037-024 AV3 463.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | CLASS III | | | 1390 604004-026 AW1 130.000 LF | | | 42 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 1395 604009-026 AW1 1.000 EA | | | 42 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 1400 604076-026 AW2 130.000 LF | 128.00000 16640.00| 98.10000 12753.00| 42 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 001 -43 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9925601 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0535003 |(5) 55-0328627 | |KANAWHA STONE COMPANY, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1405 604009-026 AW2 1.000 EA | 1600.00000 1600.00| 1578.15000 1578.15| 42 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 1410 604037-026 AW3 130.000 LF | | | 42 INCH REINFORCED CONCRETE PIPE, CLASS | | | CLASS III | | | 1415 604038-026 AW3 1.000 EA | | | 42 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 1420 604004-032 AX1 440.000 LF | | | 60 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 1425 604076-032 AX2 440.000 LF | 228.00000 100320.00| 205.20000 90288.00| 60 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 1430 636002-001 BB1 50.000 TN | 23.00000 1150.00| 100.00000 5000.00| AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 1435 636002-002 BB2 46.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | 1440 307005-001 CC1 1885.000 TN | 18.00000 33930.00| 20.00000 37700.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS CLASS III | | | 1445 307005-002 CC2 1800.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS | | | CLASS III | | | SECTION TOTALS | $ 9,116,584.06| $ 10,586,786.40| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 SIGNING AND PAVEMENT MARKINGS | | | 1450 657006-001 276.000 LF | 14.00000 3864.00| 17.50000 4830.00| S4X7.7, A-441 SUPPORT, GALVANIZED | | | 1455 657006-005 79.000 LF | 17.00000 1343.00| 21.00000 1659.00| W6X12, A-441 SUPPORT, GALVANIZED | | | 1460 657008-001 713.000 LF | 5.25000 3743.25| 4.25000 3030.25| 2.00 LB CHANNEL POST | | | 1465 657010-001 1652.000 LF | 6.00000 9912.00| 5.00000 8260.00| 3.00 LB CHANNEL POST | | | 1470 657012-001 66.000 LF | 63.00000 4158.00| 56.00000 3696.00| 4.00 LB BACK TO BACK CHANNEL POST | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 001 -44 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9925601 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0535003 |(5) 55-0328627 | |KANAWHA STONE COMPANY, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1475 657014-001 146.000 LF | 10.50000 1533.00| 7.30000 1065.80| 6.00 LB BACK TO BACK CHANNEL POST | | | 1480 657017-001 8.800 CY | 740.00000 6512.00| 780.00000 6864.00| CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 1485 657018-001 12.000 EA | 21.00000 252.00| 75.00000 900.00| POST REMOVAL | | | 1490 658001-001 27.600 CY | 770.00000 21252.00| 720.00000 19872.00| CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 1495 658003-001 1.000 EA | 13000.00000 13000.00| 10700.00000 10700.00| OVERHEAD SIGN, GALVANIZED STEEL | | | 1500 658003-001 1.000 EA | 38000.00000 38000.00| 38400.00000 38400.00| OVERHEAD SIGN, GALVANIZED STEEL | | | 1505 658003-001 1.000 EA | 11000.00000 11000.00| 10800.00000 10800.00| OVERHEAD SIGN, GALVANIZED STEEL | | | 1510 658003-001 1.000 EA | 10000.00000 10000.00| 10200.00000 10200.00| OVERHEAD SIGN, GALVANIZED STEEL | | | 1515 658003-001 1.000 EA | 9000.00000 9000.00| 10200.00000 10200.00| OVERHEAD SIGN, GALVANIZED STEEL | | | 1520 659001-001 LUMP| 2500.00000 2500.00| 2472.18000 2472.18| SIGN LIGHTING, TYPE 3 | | | 1525 659001-001 LUMP| 6900.00000 6900.00| 6698.35000 6698.35| SIGN LIGHTING, TYPE 3 250W 02 | | | 1530 659001-001 LUMP| 3800.00000 3800.00| 3681.51000 3681.51| SIGN LIGHTING, TYPE 3 250W 03 | | | 1535 659001-001 LUMP| 3900.00000 3900.00| 3705.84000 3705.84| SIGN LIGHTING, TYPE 3 250W 04 | | | 1540 659001-001 LUMP| 3700.00000 3700.00| 3520.44000 3520.44| SIGN LIGHTING, TYPE 3 250W 05 | | | 1545 661001-001 1087.000 SF | 14.50000 15761.50| 12.80000 13913.60| 0.080 IN FLAT SHEET SIGN | | | 1550 661002-001 2511.000 SF | 15.00000 37665.00| 17.75000 44570.25| EXTRUDED PANEL SIGN | | | 1555 661004-001 85.000 EA | 5.25000 446.25| 3.15000 267.75| DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | SINGLE, WHITE | | | 1560 661004-001 1.000 EA | 5.25000 5.25| 3.15000 3.15| DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | SINGLE, AMBER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 001 -45 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9925601 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0535003 |(5) 55-0328627 | |KANAWHA STONE COMPANY, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1565 661008-001 10.000 EA | 80.00000 800.00| 60.00000 600.00| DELINEATOR BRACKET, TYPE | | | 1570 661011-001 1.000 EA | 300.00000 300.00| 400.00000 400.00| INSTALLATION OF REUSABLE SIGN | | | 1575 661013-001 181.000 EA | 34.50000 6244.50| 29.00000 5249.00| PLASTIC DELINEATOR POST, | | | 1580 661020-001 34.000 EA | 8.40000 285.60| 7.00000 238.00| DELINEATOR, TYPE B-1 | | | 1585 663001-004 32960.000 LF | 0.13000 4284.80| 0.15000 4944.00| EDGE LINE, TYPE II WHITE | | | 1590 663001-004 10150.000 LF | 0.13000 1319.50| 0.15000 1522.50| EDGE LINE, TYPE II YELLOW | | | 1595 663002-005 5375.000 LF | 0.15000 806.25| 0.15000 806.25| LANE LINE OR CENTERLINE, TYPE II WHITE | | | 1600 663002-005 700.000 LF | 0.15000 105.00| 0.15000 105.00| LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 1605 663003-005 19650.000 LF | 0.13000 2554.50| 0.15000 2947.50| BARRIER LINE, TYPE II | | | 1610 663004-004 2425.000 LF | 0.25000 606.25| 0.25000 606.25| CHANNELIZING LINE, TYPE II | | | 1615 663005-010 425.000 LF | 11.50000 4887.50| 11.15000 4738.75| STOP LINE, TYPE V (24") | | | 1620 663007-010 3250.000 LF | 11.50000 37375.00| 11.15000 36237.50| STRIPE, TYPE V (24") | | | 1625 663007-010 5900.000 LF | 5.75000 33925.00| 5.50000 32450.00| STRIPE, TYPE V (12") | | | 1630 663010-010 52.000 EA | 150.00000 7800.00| 145.00000 7540.00| LANE ARROW, TYPE V | | | 1635 663011-010 24.000 EA | 47.00000 1128.00| 48.00000 1152.00| LANE LETTER, TYPE V | | | 1640 663012-208 189.000 EA | 25.00000 4725.00| 24.00000 4536.00| RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 315,394.15| $ 313,382.87| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 ROADWAY LIGHTING | | | 1705 662002-001 LUMP| 44000.00000 44000.00| 42169.02000 42169.02| GALVANIZED STEEL CONDUIT 04 | | | 1710 662006-001 7.000 EA | 550.00000 3850.00| 526.51000 3685.57| JUNCTION BOX, TYPE TYPE A | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 001 -46 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9925601 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0535003 |(5) 55-0328627 | |KANAWHA STONE COMPANY, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1715 662006-001 36.000 EA | 1075.00000 38700.00| 1019.30000 36694.80| JUNCTION BOX, TYPE TYPE H (18"X18") | | | 1720 662007-001 4.000 EA | 400.00000 1600.00| 374.79000 1499.16| LUMINAIRE, 150W | | | 1725 662007-001 80.000 EA | 520.00000 41600.00| 493.53000 39482.40| LUMINAIRE, 400W | | | 1730 662008-001 1.000 LS | 21000.00000 21000.00| 20767.84000 20767.84| CABLE, 04 | | | 1735 662010-010 10.000 EA | 21000.00000 210000.00| 19803.80000 198038.00| LIGHTING SUPPORT, TYPE X, 120-8 | | | 1740 662013-001 LUMP| 19000.00000 19000.00| 18407.43000 18407.43| SERVICE AND CONTROL STATION, 04 | | | 1745 662014-001 LUMP| 1300.00000 1300.00| 1257.82000 1257.82| INCIDENTAL ELECTRICAL WORK | | | 1750 662015-001 1.000 LS | 1000.00000 1000.00| 953.67000 953.67| ELECTRICAL TEST, 04 | | | SECTION TOTALS | $ 382,050.00| $ 362,955.71| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 SIGNALIZATION | | | 1755 660001-001 LUMP| 10500.00000 10500.00| 9971.47000 9971.47| SIGNAL CONTROLLER 01 | | | 1760 660001-001 LUMP| 9000.00000 9000.00| 8590.93000 8590.93| SIGNAL CONTROLLER 02 | | | 1765 660002-005 12.000 EA | 155.00000 1860.00| 147.56000 1770.72| TRAFFIC DETECTOR, LPS-C | | | 1770 660003-006 43.000 EA | 272.00000 11696.00| 258.83000 11129.69| SIGNAL SECTION, V-12 | | | 1775 660004-040 8.000 EA | 5800.00000 46400.00| 5487.85000 43902.80| SIGNAL SUPPORT, C1 | | | 1780 660005-010 10.000 EA | 915.00000 9150.00| 866.40000 8664.00| JUNCTION BOX, TYPE H | | | 1785 660006-001 LUMP| 1600.00000 1600.00| 1592.16000 1592.16| SIGNAL INTERCONNECT | | | 1790 660007-001 LUMP| 14000.00000 14000.00| 13293.83000 13293.83| MISCELLANEOUS SIGNAL 01 | | | 1795 660007-001 LUMP| 12000.00000 12000.00| 11721.59000 11721.59| MISCELLANEOUS SIGNAL 02 | | | 1800 660016-001 1.000 EA | 3000.00000 3000.00| 2864.95000 2864.95| AREA MASTER CONTROLLER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 001 -47 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9925601 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0535003 |(5) 55-0328627 | |KANAWHA STONE COMPANY, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1805 660017-001 LUMP| 1480.00000 1480.00| 1403.42000 1403.42| INTERSECTION PHONE SYSTEM | | | 1810 662006-001 1.000 EA | 1050.00000 1050.00| 996.84000 996.84| JUNCTION BOX, TYPE | | | SECTION TOTALS | $ 121,736.00| $ 115,902.40| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 BRIDGE #4958 | | | 1815 212001-000 975.000 CY | 23.21000 22629.75| 22.00000 21450.00| STRUCTURE EXCAVATION | | | 1820 212005-000 171.000 CY | 79.12000 13529.52| 75.00000 12825.00| SELECT MATERIAL FOR BACKFILLING | | | 1825 218005-000 708.000 SY | 47.47000 33608.76| 45.00000 31860.00| CONCRETE SLOPE PROTECTION | | | 1830 601002-001 764.000 CY | 374.52000 286133.28| 355.00000 271220.00| CLASS B CONCRETE | | | 1835 601003-001 587.000 CY | 516.95000 303449.65| 490.00000 287630.00| CLASS K CONCRETE | | | 1840 602001-001 72841.000 LB | 0.63000 45889.83| 0.60000 43704.60| REINFORCING STEEL BAR | | | 1845 602002-001 104408.000 LB | 0.74000 77261.92| 0.70000 73085.60| EPOXY COATED REINFORCING STEEL BAR | | | 1850 603018-025 1998.000 LF | 174.07000 347791.86| 165.00000 329670.00| 60 INCH PRESTRESSED CONCRETE I BEAM | | | 1855 615003-001 1.000 LS | 6329.98000 6329.98| 6000.00000 6000.00| FABRICATED STRUCTURAL STEEL | | | 1860 616004-016 526.000 LF | 37.98000 19977.48| 36.00000 18936.00| HP14X73 STEEL BEARING PILE, DRIVEN | | | 1865 617003-001 540.000 LF | 52.75000 28485.00| 50.00000 27000.00| ALUMINUM RAILING | | | 1870 639001-001 LUMP| 12660.80000 12660.80| 12000.80000 12000.80| CONSTRUCTION LAYOUT STAKE | | | 1875 679002-001 108.000 CY | 685.75000 74061.00| 650.00000 70200.00| SPECIALIZED CONCRETE OVERLAY | | | 1880 679006-001 LUMP| 1.05000 1.05| 1.00000 1.00| TEST SLAB | | | SECTION TOTALS | $ 1,271,809.88| $ 1,205,583.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 BRIDGE #4997 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 001 -48 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9925601 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0535003 |(5) 55-0328627 | |KANAWHA STONE COMPANY, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1885 212001-000 1001.000 CY | 23.21000 23233.21| 22.00000 22022.00| STRUCTURE EXCAVATION | | | 1887 212002-000 626.000 CY | 26.37000 16507.62| 25.00000 15650.00| WET EXCAVATION | | | 1890 212005-000 121.000 CY | 79.12000 9573.52| 75.00000 9075.00| SELECT MATERIAL FOR BACKFILLING | | | 1895 218004-001 2115.000 SY | 15.82000 33459.30| 15.00000 31725.00| 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 1900 601002-001 1041.000 CY | 374.52000 389875.32| 355.00000 369555.00| CLASS B CONCRETE | | | 1905 601003-001 679.000 CY | 516.95000 351009.05| 490.00000 332710.00| CLASS K CONCRETE | | | 1910 602001-001 153533.000 LB | 0.63000 96725.79| 0.60000 92119.80| REINFORCING STEEL BAR | | | 1915 602002-001 133258.000 LB | 0.74000 98610.92| 0.70000 93280.60| EPOXY COATED REINFORCING STEEL BAR | | | 1920 603018-020 1979.000 LF | 137.15000 271419.85| 130.00000 257270.00| 54 INCH PRESTRESSED CONCRETE I BEAM | | | 1925 615003-001 1.000 LS | 8967.47000 8967.47| 8500.00000 8500.00| FABRICATED STRUCTURAL STEEL | | | 1930 616004-017 1808.000 LF | 34.81000 62936.48| 33.00000 59664.00| HP14X89 STEEL BEARING PILE, DRIVEN | | | 1940 617003-001 548.000 LF | 52.75000 28907.00| 50.00000 27400.00| ALUMINUM RAILING | | | 1945 639001-001 LUMP| 13715.59000 13715.59| 13000.60000 13000.60| CONSTRUCTION LAYOUT STAKE | | | 1950 679002-001 122.000 CY | 685.75000 83661.50| 650.00000 79300.00| SPECIALIZED CONCRETE OVERLAY | | | 1955 679006-001 LUMP| 1.05000 1.05| 1.00000 1.00| TEST SLAB | | | SECTION TOTALS | $ 1,488,603.67| $ 1,411,273.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 WATERLINE RELOCATION | | | 1960 639001-001 LUMP| 5000.00000 5000.00| 2500.00000 2500.00| CONSTRUCTION LAYOUT STAKE | | | 1965 670007-012 36.000 LF | 8.40000 302.40| 8.95000 322.20| 2 INCH PLASTIC PIPE, CLASS | | | 1970 670004-182 132.000 LF | 15.30000 2019.60| 20.00000 2640.00| 4 INCH DUCTILE IRON PIPE, TYPE II, | | | CLASS 51 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 001 -49 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9925601 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0535003 |(5) 55-0328627 | |KANAWHA STONE COMPANY, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1975 670004-222 287.000 LF | 20.40000 5854.80| 28.50000 8179.50| 8 INCH DUCTILE IRON PIPE, TYPE II, | | | CLASS 51 | | | 1980 670007-020 1119.000 LF | 16.50000 18463.50| 12.60000 14099.40| 6 INCH PLASTIC PIPE, CLASS 200 | | | 1985 670007-022 1754.000 LF | 18.00000 31572.00| 18.00000 31572.00| 8 INCH PLASTIC PIPE, CLASS 200 | | | 1990 670009-180 1.000 EA | 450.00000 450.00| 425.00000 425.00| 4 INCH GATE VALVE AND VALVE BOX | | | 1995 670009-200 1.000 EA | 520.00000 520.00| 550.00000 550.00| 6 INCH GATE VALVE AND VALVE BOX | | | 2000 670009-220 2.000 EA | 685.00000 1370.00| 850.00000 1700.00| 8 INCH GATE VALVE AND VALVE BOX | | | 2005 670010-200 26.000 LF | 89.00000 2314.00| 95.00000 2470.00| 6 INCH STEEL CASING PIPE, THICKNESS | | | 0.1875 | | | 2010 670010-260 114.000 LF | 79.00000 9006.00| 114.00000 12996.00| 12 INCH STEEL CASING PIPE, THICKNESS | | | 0.1875 | | | 2015 670010-320 245.000 LF | 83.00000 20335.00| 135.00000 33075.00| 18 INCH STEEL CASING PIPE, THICKNESS | | | 0.1875 | | | 2020 670016-001 3.000 EA | 315.00000 945.00| 410.00000 1230.00| RELOCATE METER | | | 2025 670019-001 1.000 EA | 1210.00000 1210.00| 1495.00000 1495.00| SPECIAL VALVE, 2 IN AIR REALEASE | | | ASSEMBLY | | | 2030 670019-120 1.000 EA | 470.00000 470.00| 575.00000 575.00| 2 INCH SPECIAL VALVE, BLOWOFF ASSEMBLY | | | 2035 670019-201 1.000 EA | 1475.00000 1475.00| 2200.00000 2200.00| 6 INCH SPECIAL VALVE, TAP AND SLEEVE | | | WITH BOX | | | 2040 670021-040 428.000 LF | 9.50000 4066.00| 6.50000 2782.00| 3/4 INCH HOUSE CONNECTION | | | SECTION TOTALS | $ 105,373.30| $ 118,811.10| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 SEWERLINE RELOCATION | | | 2045 202003-000 LUMP| 315.00000 315.00| 2000.00000 2000.00| SEPTIC TANK ABANDONMENT NUMBER, 120 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 001 -50 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9925601 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0535003 |(5) 55-0328627 | |KANAWHA STONE COMPANY, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2050 202003-000 LUMP| 315.00000 315.00| 2000.00000 2000.00| SEPTIC TANK ABANDONMENT NUMBER, 121 | | | 2055 604037-028 20.000 LF | 210.00000 4200.00| 400.00000 8000.00| 48 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 2060 639001-001 LUMP| 5700.00000 5700.00| 2500.00000 2500.00| CONSTRUCTION LAYOUT STAKE | | | 2065 675007-018 749.000 LF | 22.00000 16478.00| 14.00000 10486.00| 4 INCH PLASTIC SEWER PIPE | | | 2070 675007-020 217.000 LF | 22.00000 4774.00| 16.00000 3472.00| 6 INCH PLASTIC SEWER PIPE | | | 2075 675007-022 1587.000 LF | 28.00000 44436.00| 21.75000 34517.25| 8 INCH PLASTIC SEWER PIPE | | | 2080 675008-180 44.000 LF | 27.00000 1188.00| 20.00000 880.00| 4 INCH DUCTILE IRON SEWER PIPE, TYPE I, | | | CLASS 51 | | | 2085 675008-201 20.000 LF | 29.00000 580.00| 22.50000 450.00| 6 INCH DUCTILE IRON SEWER PIPE, TYPE I, | | | CLASS 51 | | | 2090 675008-221 1744.000 LF | 38.00000 66272.00| 24.50000 42728.00| 8 INCH DUCTILE IRON SEWER PIPE, TYPE I, | | | CLASS 51 | | | 2095 675014-001 20.000 EA | 1900.00000 38000.00| 3200.00000 64000.00| MANHOLE COMPLETE, INCLUDING CASTING | | | 2100 675015-001 5.000 EA | 2425.00000 12125.00| 4300.00000 21500.00| DROP MANHOLE COMPLETE, INCLUDING CASTING| | | 2105 675017-001 1.000 EA | 420.00000 420.00| 650.00000 650.00| ABANDONING MANHOLE | | | 2110 675021-320 140.000 LF | 118.00000 16520.00| 135.00000 18900.00| 18 INCH STEEL CASING PIPE, THICKNESS | | | 0.1875 | | | SECTION TOTALS | $ 211,323.00| $ 212,083.25| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 COMPUTER SYSTEM | | | 2115 640004-001 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| COMPUTER SYSTEM FOR FIELD OFFICE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 001 -51 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9925601 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0535003 |(5) 55-0328627 | |KANAWHA STONE COMPANY, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 5,000.00| $ 5,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 ON THE JOB TRAINING | | | 2120 699000-001 2000.000 HR | 0.80000 1600.00| 0.80000 1600.00| ON JOB TRAINING | | | SECTION TOTALS | $ 1,600.00| $ 1,600.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 13,019,474.06| $ 14,333,377.73| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 9804426 COUNTIES : TAYLOR LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : FLEMINGTON WBEAM BRIDGE PROJECT(S) : S346-0076/00-004.56 00 OOBR 0076 012 E00 LOCATION: 06 M EAST CO 13 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 839,166.00 100.0000% 2 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 1,061,169.30 126.4552% 3 55-0491480 LANG BROTHERS, INC. $ 1,135,100.39 135.2652% 4 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 1,154,554.70 137.5835% 5 31-1316393 AHERN & ASSOCIATES $ 1,184,900.00 141.1997% 6 25-0930077 JOSEPH B. FAY COMPANY $ 1,323,102.92 157.6687% 7 55-0417282 TURMAN CONSTRUCTION CO. $ 1,449,454.30 172.7255% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9804426 COUNTIES : TAYLOR LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 62-1345425 |(2) 55-0710073 |(3) 55-0491480 |BILCO CONSTRUCTION COMPANY, |TEAYS RIVER CONSTRUCTION COM|LANG BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE, DRAIN AND PAVE | | | 0005 201001-000 1.000 LS | 13000.00000 13000.00| 23000.00000 23000.00| 10000.00000 10000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 11100.00000 11100.00| 30000.00000 30000.00| 25000.00000 25000.00 MOBILIZATION | | | 0015 207001-001 1653.000 CY | 8.00000 13224.00| 15.00000 24795.00| 5.00000 8265.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 157.000 CY | 30.00000 4710.00| 45.00000 7065.00| 39.00000 6123.00 SUBGRADE | | | 0025 207034-000 1123.000 SY | 1.00000 1123.00| 1.50000 1684.50| 1.00000 1123.00 FABRIC FOR SEPARATION | | | 0030 211001-000 224.000 CY | 1.00000 224.00| 15.00000 3360.00| 24.00000 5376.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 211002-000 673.000 CY | 15.00000 10095.00| 30.00000 20190.00| 27.00000 18171.00 ROCK BORROW EXCAVATION | | | 0040 307001-000 310.000 CY | 30.00000 9300.00| 55.00000 17050.00| 45.00000 13950.00 AGGREGATE BASE COURSE, CLASS II | | | 0045 408002-001 69.000 GA | 6.00000 414.00| 1.00000 69.00| 6.00000 414.00 BITUMINOUS MATERIAL | | | 0050 502001-012 163.000 SY | 150.00000 24450.00| 165.00000 26895.00| 142.00000 23146.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0055 604037-012 234.000 LF | 65.00000 15210.00| 55.00000 12870.00| 55.00000 12870.00 15 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0060 604038-012 2.000 EA | 400.00000 800.00| 400.00000 800.00| 1100.00000 2200.00 15 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0065 605004-001 6.000 EA | 2500.00000 15000.00| 1400.00000 8400.00| 1100.00000 6600.00 TYPE B INLET | | | 0070 606022-001 35.000 CY | 40.00000 1400.00| 25.00000 875.00| 40.00000 1400.00 CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 0075 606025-004 284.000 LF | 6.00000 1704.00| 12.00000 3408.00| 7.50000 2130.00 6 INCH UNDERDRAIN PIPE | | | 0080 606030-001 31.000 LF | 8.00000 248.00| 25.00000 775.00| 21.00000 651.00 OUTLET PIPE | | | 0085 607001-001 212.500 LF | 14.30000 3038.75| 14.00000 2975.00| 14.00000 2975.00 TYPE 1 GUARDRAIL, CLASS II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9804426 COUNTIES : TAYLOR LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 62-1345425 |(2) 55-0710073 |(3) 55-0491480 |BILCO CONSTRUCTION COMPANY, |TEAYS RIVER CONSTRUCTION COM|LANG BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 607006-001 4.000 EA | 825.00000 3300.00| 800.00000 3200.00| 800.00000 3200.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0095 609001-001 122.000 SY | 70.00000 8540.00| 46.00000 5612.00| 45.00000 5490.00 CONCRETE SIDEWALK | | | 0100 609002-001 14.000 CY | 40.00000 560.00| 65.00000 910.00| 65.00000 910.00 BED COURSE MATERIAL | | | 0105 610001-001 139.000 LF | 30.00000 4170.00| 32.00000 4448.00| 15.00000 2085.00 PLAIN CONCRETE CURBING, TYPE I | | | 0110 610001-004 87.000 LF | 27.00000 2349.00| 32.00000 2784.00| 15.00000 1305.00 PLAIN CONCRETE CURBING, TYPE IV | | | 0115 633003-001 41.000 CY | 50.00000 2050.00| 30.00000 1230.00| 25.00000 1025.00 DUMPED ROCK GUTTER | | | 0120 636007-001 800.000 LF | 0.83000 664.00| 0.50000 400.00| 0.60000 480.00 ERADICATION OF PAVEMENT MARKING | | | 0125 636008-001 1000.000 LF | 0.50000 500.00| 1.00000 1000.00| 1.00000 1000.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0130 636009-001 1000.000 LF | 1.10000 1100.00| 1.00000 1000.00| 1.00000 1000.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0135 636011-001 8625.000 UN | 0.80000 6900.00| 0.01000 86.25| 0.80000 6900.00 TRAFFIC CONTROL DEVICE | | | 0140 636014-001 160.000 HR | 40.00000 6400.00| 40.00000 6400.00| 38.00000 6080.00 FLAGGER | | | 0145 636017-001 175.000 LF | 18.00000 3150.00| 25.00000 4375.00| 10.00000 1750.00 TEMPORARY CONCRETE BARRIER | | | 0150 636019-001 250.000 LF | 12.10000 3025.00| 12.00000 3000.00| 11.00000 2750.00 TEMPORARY GUARDRAIL BARRIER | | | 0155 636025-001 1800.000 DA | 2.50000 4500.00| 1.00000 1800.00| 1.00000 1800.00 WARNING LIGHTS, TYPE B | | | 0160 639001-001 LUMP| 10000.35000 10000.35| 2000.00000 2000.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | 0165 640006-001 18.000 MO | 620.00000 11160.00| 500.00000 9000.00| 500.00000 9000.00 SMALL FIELD OFFICE | | | 0170 642001-001 38.000 LF | 1.00000 38.00| 0.50000 19.00| 1.50000 57.00 TEMPORARY BERM | | | 0175 642002-001 30.000 LF | 8.00000 240.00| 3.00000 90.00| 15.00000 450.00 SLOPE DRAIN | | | 0180 642004-001 6.000 LB | 38.50000 231.00| 100.00000 600.00| 35.00000 210.00 SEED MIXTURE, TEMPORARY | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9804426 COUNTIES : TAYLOR LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 62-1345425 |(2) 55-0710073 |(3) 55-0491480 |BILCO CONSTRUCTION COMPANY, |TEAYS RIVER CONSTRUCTION COM|LANG BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 642004-002 6.000 LB | 110.00000 660.00| 100.00000 600.00| 100.00000 600.00 SEED MIXTURE, B | | | 0190 642004-003 4.000 LB | 110.00000 440.00| 100.00000 400.00| 100.00000 400.00 SEED MIXTURE, D | | | 0195 642005-001 0.250 TN | 2750.00000 687.50| 2500.00000 625.00| 2500.00000 625.00 MULCH, STRAW OR HAY | | | 0200 642005-002 0.250 TN | 1210.00000 302.50| 1100.00000 275.00| 1100.00000 275.00 MULCH, WOOD CELLULOSE FIBER | | | 0205 642006-001 0.100 TN | 1650.00000 165.00| 1500.00000 150.00| 1500.00000 150.00 FERTILIZER | | | 0210 642009-001 400.000 LF | 0.10000 40.00| 0.55000 220.00| 1.50000 600.00 CONTOUR DITCH | | | 0215 642010-001 0.250 TN | 72.00000 18.00| 65.00000 16.25| 65.00000 16.25 AGRICULTURAL LIMESTONE | | | 0220 642011-001 50.000 EA | 5.00000 250.00| 2.50000 125.00| 10.00000 500.00 HAY OR STRAW BALE | | | 0225 642012-001 200.000 LF | 3.00000 600.00| 4.00000 800.00| 1.50000 300.00 SILT FENCE | | | 0230 642031-001 5.000 EA | 60.00000 300.00| 250.00000 1250.00| 100.00000 500.00 DITCH CHECK | | | 0235 655002-001 139.000 SY | 18.00000 2502.00| 16.00000 2224.00| 16.00000 2224.00 PERMANENT EROSION MATTING, TYPE B | | | 0240 664001-008 1.000 EA | 3600.00000 3600.00| 3200.00000 3200.00| 3200.00000 3200.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 0245 401001-001 AA1 473.000 TN | 52.00000 24596.00| 55.00000 26015.00| 49.00000 23177.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0250 401002-002 AA2 452.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE 1 | | | 0255 401002-001 BB1 64.000 TN | 85.00000 5440.00| 60.00000 3840.00| 81.00000 5184.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE 1 | | | 0260 401002-002 BB2 61.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 233,519.10| $ 271,906.00| $ 228,637.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 SIGNING AND PAVEMENT MARKINGS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 002 -5 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9804426 COUNTIES : TAYLOR LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 62-1345425 |(2) 55-0710073 |(3) 55-0491480 |BILCO CONSTRUCTION COMPANY, |TEAYS RIVER CONSTRUCTION COM|LANG BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0265 657010-001 85.000 LF | 11.00000 935.00| 10.00000 850.00| 10.00000 850.00 3.00 LB CHANNEL POST | | | 0270 657018-001 16.000 EA | 55.00000 880.00| 50.00000 800.00| 50.00000 800.00 POST REMOVAL | | | 0275 661001-001 38.750 SF | 22.00000 852.50| 20.00000 775.00| 20.00000 775.00 0.080 IN FLAT SHEET SIGN | | | 0280 661011-001 10.000 EA | 220.00000 2200.00| 200.00000 2000.00| 200.00000 2000.00 INSTALLATION OF REUSABLE SIGN | | | 0285 663001-004 950.000 LF | 0.40000 380.00| 0.75000 712.50| 0.35000 332.50 EDGE LINE, TYPE II | | | 0290 663003-005 950.000 LF | 0.40000 380.00| 0.75000 712.50| 0.35000 332.50 BARRIER LINE, TYPE II | | | 0295 663006-010 44.000 LF | 6.60000 290.40| 11.50000 506.00| 6.00000 264.00 CROSSWALK LINE, TYPE V | | | SECTION TOTALS | $ 5,917.90| $ 6,356.00| $ 5,354.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 BRIDGE NO. 4987 | | | 0300 203001-000 LUMP| 44600.00000 44600.00| 105000.00000 105000.00| 75000.00000 75000.00 DISMANTLING STRUCTURE | | | 0305 212001-000 756.000 CY | 10.00000 7560.00| 10.00000 7560.00| 29.00000 21924.00 STRUCTURE EXCAVATION | | | 0310 212002-000 756.000 CY | 25.00000 18900.00| 20.00000 15120.00| 39.00000 29484.00 WET EXCAVATION | | | 0315 212004-000 2.000 EA | 10000.00000 20000.00| 35000.00000 70000.00| 34000.00000 68000.00 COFFERDAM | | | 0320 212005-000 89.000 CY | 75.00000 6675.00| 75.00000 6675.00| 75.00000 6675.00 SELECT MATERIAL FOR BACKFILLING | | | 0325 601002-001 435.000 CY | 375.00000 163125.00| 335.00000 145725.00| 410.00000 178350.00 CLASS B CONCRETE | | | 0330 601003-001 166.000 CY | 405.00000 67230.00| 390.00000 64740.00| 850.00000 141100.00 CLASS K CONCRETE | | | 0335 602001-001 41016.000 LB | 0.65000 26660.40| 0.75000 30762.00| 0.82000 33633.12 REINFORCING STEEL BAR | | | 0340 602002-001 37418.000 LB | 0.75000 28063.50| 0.85000 31805.30| 0.89000 33302.02 EPOXY COATED REINFORCING STEEL BAR | | | 0342 603016-211 1067.000 LF | 110.00000 117370.00| 110.00000 117370.00| 163.00000 173921.00 21X48 INCH PRESTRESSED CONCRETE BOX BEAM| | | 0345 616004-006 1050.000 LF | 20.00000 21000.00| 25.00000 26250.00| 30.00000 31500.00 HP12X53 STEEL BEARING PILE, DRIVEN | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 002 -6 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9804426 COUNTIES : TAYLOR LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 62-1345425 |(2) 55-0710073 |(3) 55-0491480 |BILCO CONSTRUCTION COMPANY, |TEAYS RIVER CONSTRUCTION COM|LANG BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0350 617003-001 140.000 LF | 60.00000 8400.00| 60.00000 8400.00| 120.00000 16800.00 ALUMINUM RAILING | | | 0355 636005-001 1.000 LS | 39500.00000 39500.00| 125000.00000 125000.00| 65000.00000 65000.00 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0360 639001-001 LUMP| 11000.10000 11000.10| 2000.00000 2000.00| 7000.00000 7000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 580,084.00| $ 756,407.30| $ 881,689.14 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 WATERLINE RELOCATION | | | 0365 639001-001 LUMP| 3000.00000 3000.00| 2000.00000 2000.00| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKE | | | 0370 670004-222 60.000 LF | 70.00000 4200.00| 65.00000 3900.00| 67.00000 4020.00 8 INCH DUCTILE IRON PIPE, TYPE II, | | | CLASS 53 | | | 0375 670007-022 255.000 LF | 39.00000 9945.00| 70.00000 17850.00| 40.00000 10200.00 8 INCH PLASTIC PIPE, CLASS 200 | | | 0380 670009-220 2.000 EA | 850.00000 1700.00| 725.00000 1450.00| 1150.00000 2300.00 8 INCH GATE VALVE AND VALVE BOX | | | 0385 670015-040 1.000 EA | 500.00000 500.00| 1200.00000 1200.00| 300.00000 300.00 3/4 INCH METER | | | 0390 670017-001 1.000 EA | 300.00000 300.00| 100.00000 100.00| 600.00000 600.00 METER BOX | | | SECTION TOTALS | $ 19,645.00| $ 26,500.00| $ 19,420.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 839,166.00| $ 1,061,169.30| $ 1,135,100.39 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 002 -7 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9804426 COUNTIES : TAYLOR LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 31-1316393 |(6) 25-0930077 |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES |JOSEPH B. FAY COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE, DRAIN AND PAVE | | | 0005 201001-000 1.000 LS | 29100.00000 29100.00| 36764.05000 36764.05| 15000.00000 15000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 35100.00000 35100.00| 35500.00000 35500.00| 38000.00000 38000.00 MOBILIZATION | | | 0015 207001-001 1653.000 CY | 19.00000 31407.00| 15.00000 24795.00| 20.00000 33060.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 157.000 CY | 58.00000 9106.00| 65.00000 10205.00| 58.00000 9106.00 SUBGRADE | | | 0025 207034-000 1123.000 SY | 1.80000 2021.40| 1.60000 1796.80| 1.50000 1684.50 FABRIC FOR SEPARATION | | | 0030 211001-000 224.000 CY | 74.00000 16576.00| 10.00000 2240.00| 26.00000 5824.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 211002-000 673.000 CY | 41.00000 27593.00| 1.00000 673.00| 41.00000 27593.00 ROCK BORROW EXCAVATION | | | 0040 307001-000 310.000 CY | 53.00000 16430.00| 65.00000 20150.00| 50.00000 15500.00 AGGREGATE BASE COURSE, CLASS II | | | 0045 408002-001 69.000 GA | 1.00000 69.00| 5.70000 393.30| 1.00000 69.00 BITUMINOUS MATERIAL | | | 0050 502001-012 163.000 SY | 160.00000 26080.00| 180.00000 29340.00| 200.00000 32600.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0055 604037-012 234.000 LF | 70.00000 16380.00| 57.00000 13338.00| 75.00000 17550.00 15 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0060 604038-012 2.000 EA | 410.00000 820.00| 660.00000 1320.00| 900.00000 1800.00 15 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0065 605004-001 6.000 EA | 1700.00000 10200.00| 1700.00000 10200.00| 1350.00000 8100.00 TYPE B INLET | | | 0070 606022-001 35.000 CY | 96.00000 3360.00| 39.00000 1365.00| 28.00000 980.00 CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 0075 606025-004 284.000 LF | 4.10000 1164.40| 15.00000 4260.00| 7.00000 1988.00 6 INCH UNDERDRAIN PIPE | | | 0080 606030-001 31.000 LF | 15.00000 465.00| 30.00000 930.00| 15.00000 465.00 OUTLET PIPE | | | 0085 607001-001 212.500 LF | 13.00000 2762.50| 13.00000 2762.50| 13.00000 2762.50 TYPE 1 GUARDRAIL, CLASS II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 002 -8 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9804426 COUNTIES : TAYLOR LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 31-1316393 |(6) 25-0930077 |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES |JOSEPH B. FAY COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 607006-001 4.000 EA | 760.00000 3040.00| 750.00000 3000.00| 750.00000 3000.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0095 609001-001 122.000 SY | 55.00000 6710.00| 60.00000 7320.00| 40.00000 4880.00 CONCRETE SIDEWALK | | | 0100 609002-001 14.000 CY | 110.00000 1540.00| 95.00000 1330.00| 85.00000 1190.00 BED COURSE MATERIAL | | | 0105 610001-001 139.000 LF | 44.00000 6116.00| 44.00000 6116.00| 22.00000 3058.00 PLAIN CONCRETE CURBING, TYPE I | | | 0110 610001-004 87.000 LF | 44.00000 3828.00| 44.00000 3828.00| 22.00000 1914.00 PLAIN CONCRETE CURBING, TYPE IV | | | 0115 633003-001 41.000 CY | 46.00000 1886.00| 77.00000 3157.00| 50.00000 2050.00 DUMPED ROCK GUTTER | | | 0120 636007-001 800.000 LF | 0.51000 408.00| 0.40000 320.00| 0.50000 400.00 ERADICATION OF PAVEMENT MARKING | | | 0125 636008-001 1000.000 LF | 0.96000 960.00| 0.25000 250.00| 0.95000 950.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0130 636009-001 1000.000 LF | 1.00000 1000.00| 0.94000 940.00| 1.00000 1000.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0135 636011-001 8625.000 UN | 0.76000 6555.00| 0.80000 6900.00| 0.75000 6468.75 TRAFFIC CONTROL DEVICE | | | 0140 636014-001 160.000 HR | 54.00000 8640.00| 42.00000 6720.00| 40.00000 6400.00 FLAGGER | | | 0145 636017-001 175.000 LF | 23.00000 4025.00| 24.00000 4200.00| 25.00000 4375.00 TEMPORARY CONCRETE BARRIER | | | 0150 636019-001 250.000 LF | 11.00000 2750.00| 11.00000 2750.00| 11.00000 2750.00 TEMPORARY GUARDRAIL BARRIER | | | 0155 636025-001 1800.000 DA | 1.00000 1800.00| 1.35000 2430.00| 1.00000 1800.00 WARNING LIGHTS, TYPE B | | | 0160 639001-001 LUMP| 4600.00000 4600.00| 16000.00000 16000.00| 8000.00000 8000.00 CONSTRUCTION LAYOUT STAKE | | | 0165 640006-001 18.000 MO | 850.00000 15300.00| 1200.00000 21600.00| 650.00000 11700.00 SMALL FIELD OFFICE | | | 0170 642001-001 38.000 LF | 5.20000 197.60| 0.75000 28.50| 7.00000 266.00 TEMPORARY BERM | | | 0175 642002-001 30.000 LF | 33.00000 990.00| 15.00000 450.00| 17.00000 510.00 SLOPE DRAIN | | | 0180 642004-001 6.000 LB | 100.00000 600.00| 100.00000 600.00| 100.00000 600.00 SEED MIXTURE, TEMPORARY | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 002 -9 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9804426 COUNTIES : TAYLOR LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 31-1316393 |(6) 25-0930077 |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES |JOSEPH B. FAY COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 642004-002 6.000 LB | 100.00000 600.00| 100.00000 600.00| 100.00000 600.00 SEED MIXTURE, B | | | 0190 642004-003 4.000 LB | 100.00000 400.00| 100.00000 400.00| 100.00000 400.00 SEED MIXTURE, D | | | 0195 642005-001 0.250 TN | 2500.00000 625.00| 2500.00000 625.00| 2500.00000 625.00 MULCH, STRAW OR HAY | | | 0200 642005-002 0.250 TN | 1100.00000 275.00| 1100.00000 275.00| 1100.00000 275.00 MULCH, WOOD CELLULOSE FIBER | | | 0205 642006-001 0.100 TN | 1500.00000 150.00| 1500.00000 150.00| 1500.00000 150.00 FERTILIZER | | | 0210 642009-001 400.000 LF | 2.50000 1000.00| 0.50000 200.00| 2.00000 800.00 CONTOUR DITCH | | | 0215 642010-001 0.250 TN | 66.00000 16.50| 65.00000 16.25| 65.00000 16.25 AGRICULTURAL LIMESTONE | | | 0220 642011-001 50.000 EA | 17.00000 850.00| 13.00000 650.00| 5.00000 250.00 HAY OR STRAW BALE | | | 0225 642012-001 200.000 LF | 3.50000 700.00| 3.50000 700.00| 2.00000 400.00 SILT FENCE | | | 0230 642031-001 5.000 EA | 280.00000 1400.00| 100.00000 500.00| 75.00000 375.00 DITCH CHECK | | | 0235 655002-001 139.000 SY | 16.00000 2224.00| 16.00000 2224.00| 16.00000 2224.00 PERMANENT EROSION MATTING, TYPE B | | | 0240 664001-008 1.000 EA | 3200.00000 3200.00| 4500.00000 4500.00| 3200.00000 3200.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 0245 401001-001 AA1 473.000 TN | 52.00000 24596.00| 48.70000 23035.10| 51.00000 24123.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0250 401002-002 AA2 452.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE 1 | | | 0255 401002-001 BB1 64.000 TN | 57.00000 3648.00| 81.00000 5184.00| 56.00000 3584.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE 1 | | | 0260 401002-002 BB2 61.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 339,264.40| $ 323,031.50| $ 310,416.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 SIGNING AND PAVEMENT MARKINGS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 002 -10 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9804426 COUNTIES : TAYLOR LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 31-1316393 |(6) 25-0930077 |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES |JOSEPH B. FAY COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0265 657010-001 85.000 LF | 10.00000 850.00| 10.00000 850.00| 10.00000 850.00 3.00 LB CHANNEL POST | | | 0270 657018-001 16.000 EA | 51.00000 816.00| 50.00000 800.00| 50.00000 800.00 POST REMOVAL | | | 0275 661001-001 38.750 SF | 20.00000 775.00| 20.00000 775.00| 20.00000 775.00 0.080 IN FLAT SHEET SIGN | | | 0280 661011-001 10.000 EA | 200.00000 2000.00| 200.00000 2000.00| 200.00000 2000.00 INSTALLATION OF REUSABLE SIGN | | | 0285 663001-004 950.000 LF | 0.76000 722.00| 0.75000 712.50| 0.75000 712.50 EDGE LINE, TYPE II | | | 0290 663003-005 950.000 LF | 0.76000 722.00| 0.75000 712.50| 0.75000 712.50 BARRIER LINE, TYPE II | | | 0295 663006-010 44.000 LF | 12.00000 528.00| 11.50000 506.00| 11.50000 506.00 CROSSWALK LINE, TYPE V | | | SECTION TOTALS | $ 6,413.00| $ 6,356.00| $ 6,356.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 BRIDGE NO. 4987 | | | 0300 203001-000 LUMP| 47400.00000 47400.00| 80000.00000 80000.00| 65000.00000 65000.00 DISMANTLING STRUCTURE | | | 0305 212001-000 756.000 CY | 31.00000 23436.00| 40.00000 30240.00| 12.00000 9072.00 STRUCTURE EXCAVATION | | | 0310 212002-000 756.000 CY | 67.00000 50652.00| 30.00000 22680.00| 38.00000 28728.00 WET EXCAVATION | | | 0315 212004-000 2.000 EA | 33900.00000 67800.00| 23000.00000 46000.00| 35000.00000 70000.00 COFFERDAM | | | 0320 212005-000 89.000 CY | 65.00000 5785.00| 100.00000 8900.00| 70.00000 6230.00 SELECT MATERIAL FOR BACKFILLING | | | 0325 601002-001 435.000 CY | 410.00000 178350.00| 450.00000 195750.00| 390.00000 169650.00 CLASS B CONCRETE | | | 0330 601003-001 166.000 CY | 610.00000 101260.00| 615.00000 102090.00| 565.00000 93790.00 CLASS K CONCRETE | | | 0335 602001-001 41016.000 LB | 0.67000 27480.72| 0.90000 36914.40| 0.72000 29531.52 REINFORCING STEEL BAR | | | 0340 602002-001 37418.000 LB | 0.81000 30308.58| 0.95000 35547.10| 0.80000 29934.40 EPOXY COATED REINFORCING STEEL BAR | | | 0342 603016-211 1067.000 LF | 130.00000 138710.00| 143.00000 152581.00| 130.00000 138710.00 21X48 INCH PRESTRESSED CONCRETE BOX BEAM| | | 0345 616004-006 1050.000 LF | 33.00000 34650.00| 30.00000 31500.00| 45.00000 47250.00 HP12X53 STEEL BEARING PILE, DRIVEN | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 002 -11 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9804426 COUNTIES : TAYLOR LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 31-1316393 |(6) 25-0930077 |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES |JOSEPH B. FAY COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0350 617003-001 140.000 LF | 80.00000 11200.00| 80.00000 11200.00| 90.00000 12600.00 ALUMINUM RAILING | | | 0355 636005-001 1.000 LS | 61700.00000 61700.00| 65000.00000 65000.00| 250000.00000 250000.00 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0360 639001-001 LUMP| 7700.00000 7700.00| 5000.00000 5000.00| 3500.00000 3500.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 786,432.30| $ 823,402.50| $ 953,995.92 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 WATERLINE RELOCATION | | | 0365 639001-001 LUMP| 1000.00000 1000.00| 5000.00000 5000.00| 1600.00000 1600.00 CONSTRUCTION LAYOUT STAKE | | | 0370 670004-222 60.000 LF | 130.00000 7800.00| 150.00000 9000.00| 480.00000 28800.00 8 INCH DUCTILE IRON PIPE, TYPE II, | | | CLASS 53 | | | 0375 670007-022 255.000 LF | 45.00000 11475.00| 59.00000 15045.00| 52.00000 13260.00 8 INCH PLASTIC PIPE, CLASS 200 | | | 0380 670009-220 2.000 EA | 680.00000 1360.00| 1100.00000 2200.00| 1830.00000 3660.00 8 INCH GATE VALVE AND VALVE BOX | | | 0385 670015-040 1.000 EA | 100.00000 100.00| 780.00000 780.00| 2765.00000 2765.00 3/4 INCH METER | | | 0390 670017-001 1.000 EA | 710.00000 710.00| 85.00000 85.00| 2250.00000 2250.00 METER BOX | | | SECTION TOTALS | $ 22,445.00| $ 32,110.00| $ 52,335.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,154,554.70| $ 1,184,900.00| $ 1,323,102.92 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 002 -12 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9804426 COUNTIES : TAYLOR LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 55-0417282 | | |TURMAN CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE, DRAIN AND PAVE | | | 0005 201001-000 1.000 LS | 30000.00000 30000.00| | CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 45000.00000 45000.00| | MOBILIZATION | | | 0015 207001-001 1653.000 CY | 7.00000 11571.00| | UNCLASSIFIED EXCAVATION | | | 0020 207002-000 157.000 CY | 45.00000 7065.00| | SUBGRADE | | | 0025 207034-000 1123.000 SY | 1.50000 1684.50| | FABRIC FOR SEPARATION | | | 0030 211001-000 224.000 CY | 30.00000 6720.00| | UNCLASSIFIED BORROW EXCAVATION | | | 0035 211002-000 673.000 CY | 30.00000 20190.00| | ROCK BORROW EXCAVATION | | | 0040 307001-000 310.000 CY | 45.00000 13950.00| | AGGREGATE BASE COURSE, CLASS II | | | 0045 408002-001 69.000 GA | 1.00000 69.00| | BITUMINOUS MATERIAL | | | 0050 502001-012 163.000 SY | 155.00000 25265.00| | 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0055 604037-012 234.000 LF | 75.00000 17550.00| | 15 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0060 604038-012 2.000 EA | 850.00000 1700.00| | 15 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0065 605004-001 6.000 EA | 1600.00000 9600.00| | TYPE B INLET | | | 0070 606022-001 35.000 CY | 40.00000 1400.00| | CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 0075 606025-004 284.000 LF | 15.00000 4260.00| | 6 INCH UNDERDRAIN PIPE | | | 0080 606030-001 31.000 LF | 20.00000 620.00| | OUTLET PIPE | | | 0085 607001-001 212.500 LF | 13.00000 2762.50| | TYPE 1 GUARDRAIL, CLASS II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 002 -13 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9804426 COUNTIES : TAYLOR LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 55-0417282 | | |TURMAN CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 607006-001 4.000 EA | 750.00000 3000.00| | THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0095 609001-001 122.000 SY | 75.00000 9150.00| | CONCRETE SIDEWALK | | | 0100 609002-001 14.000 CY | 85.00000 1190.00| | BED COURSE MATERIAL | | | 0105 610001-001 139.000 LF | 50.00000 6950.00| | PLAIN CONCRETE CURBING, TYPE I | | | 0110 610001-004 87.000 LF | 50.00000 4350.00| | PLAIN CONCRETE CURBING, TYPE IV | | | 0115 633003-001 41.000 CY | 65.00000 2665.00| | DUMPED ROCK GUTTER | | | 0120 636007-001 800.000 LF | 0.50000 400.00| | ERADICATION OF PAVEMENT MARKING | | | 0125 636008-001 1000.000 LF | 0.95000 950.00| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0130 636009-001 1000.000 LF | 0.99000 990.00| | TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0135 636011-001 8625.000 UN | 0.75000 6468.75| | TRAFFIC CONTROL DEVICE | | | 0140 636014-001 160.000 HR | 36.00000 5760.00| | FLAGGER | | | 0145 636017-001 175.000 LF | 33.00000 5775.00| | TEMPORARY CONCRETE BARRIER | | | 0150 636019-001 250.000 LF | 11.00000 2750.00| | TEMPORARY GUARDRAIL BARRIER | | | 0155 636025-001 1800.000 DA | 1.00000 1800.00| | WARNING LIGHTS, TYPE B | | | 0160 639001-001 LUMP| 6500.00000 6500.00| | CONSTRUCTION LAYOUT STAKE | | | 0165 640006-001 18.000 MO | 1000.00000 18000.00| | SMALL FIELD OFFICE | | | 0170 642001-001 38.000 LF | 1.00000 38.00| | TEMPORARY BERM | | | 0175 642002-001 30.000 LF | 10.00000 300.00| | SLOPE DRAIN | | | 0180 642004-001 6.000 LB | 100.00000 600.00| | SEED MIXTURE, TEMPORARY | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 002 -14 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9804426 COUNTIES : TAYLOR LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 55-0417282 | | |TURMAN CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 642004-002 6.000 LB | 100.00000 600.00| | SEED MIXTURE, B | | | 0190 642004-003 4.000 LB | 100.00000 400.00| | SEED MIXTURE, D | | | 0195 642005-001 0.250 TN | 2500.00000 625.00| | MULCH, STRAW OR HAY | | | 0200 642005-002 0.250 TN | 1100.00000 275.00| | MULCH, WOOD CELLULOSE FIBER | | | 0205 642006-001 0.100 TN | 1500.00000 150.00| | FERTILIZER | | | 0210 642009-001 400.000 LF | 2.50000 1000.00| | CONTOUR DITCH | | | 0215 642010-001 0.250 TN | 65.00000 16.25| | AGRICULTURAL LIMESTONE | | | 0220 642011-001 50.000 EA | 5.00000 250.00| | HAY OR STRAW BALE | | | 0225 642012-001 200.000 LF | 5.00000 1000.00| | SILT FENCE | | | 0230 642031-001 5.000 EA | 250.00000 1250.00| | DITCH CHECK | | | 0235 655002-001 139.000 SY | 16.00000 2224.00| | PERMANENT EROSION MATTING, TYPE B | | | 0240 664001-008 1.000 EA | 3200.00000 3200.00| | IMPACT ATTENUATING DEVICE, TYPE IV | | | 0245 401001-001 AA1 473.000 TN | 51.00000 24123.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0250 401002-002 AA2 452.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE 1 | | | 0255 401002-001 BB1 64.000 TN | 56.00000 3584.00| | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE 1 | | | 0260 401002-002 BB2 61.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 315,741.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 SIGNING AND PAVEMENT MARKINGS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 002 -15 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9804426 COUNTIES : TAYLOR LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 55-0417282 | | |TURMAN CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0265 657010-001 85.000 LF | 10.00000 850.00| | 3.00 LB CHANNEL POST | | | 0270 657018-001 16.000 EA | 50.00000 800.00| | POST REMOVAL | | | 0275 661001-001 38.750 SF | 20.00000 775.00| | 0.080 IN FLAT SHEET SIGN | | | 0280 661011-001 10.000 EA | 200.00000 2000.00| | INSTALLATION OF REUSABLE SIGN | | | 0285 663001-004 950.000 LF | 0.75000 712.50| | EDGE LINE, TYPE II | | | 0290 663003-005 950.000 LF | 0.75000 712.50| | BARRIER LINE, TYPE II | | | 0295 663006-010 44.000 LF | 11.50000 506.00| | CROSSWALK LINE, TYPE V | | | SECTION TOTALS | $ 6,356.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 BRIDGE NO. 4987 | | | 0300 203001-000 LUMP| 150000.00000 150000.00| | DISMANTLING STRUCTURE | | | 0305 212001-000 756.000 CY | 10.00000 7560.00| | STRUCTURE EXCAVATION | | | 0310 212002-000 756.000 CY | 10.00000 7560.00| | WET EXCAVATION | | | 0315 212004-000 2.000 EA | 100000.00000 200000.00| | COFFERDAM | | | 0320 212005-000 89.000 CY | 75.00000 6675.00| | SELECT MATERIAL FOR BACKFILLING | | | 0325 601002-001 435.000 CY | 450.00000 195750.00| | CLASS B CONCRETE | | | 0330 601003-001 166.000 CY | 600.00000 99600.00| | CLASS K CONCRETE | | | 0335 602001-001 41016.000 LB | 0.95000 38965.20| | REINFORCING STEEL BAR | | | 0340 602002-001 37418.000 LB | 0.95000 35547.10| | EPOXY COATED REINFORCING STEEL BAR | | | 0342 603016-211 1067.000 LF | 125.00000 133375.00| | 21X48 INCH PRESTRESSED CONCRETE BOX BEAM| | | 0345 616004-006 1050.000 LF | 28.00000 29400.00| | HP12X53 STEEL BEARING PILE, DRIVEN | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 002 -16 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9804426 COUNTIES : TAYLOR LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 55-0417282 | | |TURMAN CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0350 617003-001 140.000 LF | 100.00000 14000.00| | ALUMINUM RAILING | | | 0355 636005-001 1.000 LS | 175000.00000 175000.00| | TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0360 639001-001 LUMP| 4500.00000 4500.00| | CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 1,097,932.30| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 WATERLINE RELOCATION | | | 0365 639001-001 LUMP| 1500.00000 1500.00| | CONSTRUCTION LAYOUT STAKE | | | 0370 670004-222 60.000 LF | 250.00000 15000.00| | 8 INCH DUCTILE IRON PIPE, TYPE II, | | | CLASS 53 | | | 0375 670007-022 255.000 LF | 35.00000 8925.00| | 8 INCH PLASTIC PIPE, CLASS 200 | | | 0380 670009-220 2.000 EA | 1500.00000 3000.00| | 8 INCH GATE VALVE AND VALVE BOX | | | 0385 670015-040 1.000 EA | 500.00000 500.00| | 3/4 INCH METER | | | 0390 670017-001 1.000 EA | 500.00000 500.00| | METER BOX | | | SECTION TOTALS | $ 29,425.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,449,454.30| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 9715029 COUNTIES : HARDY LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : CORRIDOR H, N BRIDGE #4276 - N BRIDGE #4277 PROJECT(S) : X316-000H/00-117.40 08 0APD 0484 139 C00 LOCATION: 0.34 MI N BR 4276 - 0.17 MI N BR 4277 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0535003 KANAWHA STONE COMPANY, INC. $ 15,858,044.61 100.0000% 2 04-3527864 ATCON NORTHEAST, INC. $ 16,063,714.70 101.2969% 3 61-0874665 ELMO GREER & SONS, LLC $ 16,101,287.01 101.5338% 4 55-0345840 VECELLIO & GROGAN, INC. $ 16,243,914.24 102.4332% 5 55-0328627 J. F. ALLEN COMPANY $ 17,783,908.86 112.1443% 6 55-0461872 POLINO CONTRACTING, INC. $ 27,621,627.25 174.1805% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9715029 COUNTIES : HARDY LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0535003 |(2) 04-3527864 |(3) 61-0874665 |KANAWHA STONE COMPANY, INC. |ATCON NORTHEAST, INC. |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 386726.77000 386726.77| 830000.00000 830000.00| 719000.00000 719000.00 CLEARING AND GRUBBING | | | 0010 201002-000 6972.000 M2 | 1.30000 9063.60| 3.00000 20916.00| 2.00000 13944.00 EXISTING PAVEMENT REMOVAL | | | 0015 202001-000 1.000 LS | 2100.00000 2100.00| 2500.00000 2500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 54/31 | | | 0055 202002-000 LUMP| 1050.00000 1050.00| 1000.00000 1000.00| 750.00000 750.00 WATER WELL ABANDONMENT NUMBER, 48/28 | | | 0060 202002-000 LUMP| 1050.00000 1050.00| 1000.00000 1000.00| 750.00000 750.00 WATER WELL ABANDONMENT NUMBER, 54/31 | | | 0065 202002-000 LUMP| 1050.00000 1050.00| 1000.00000 1000.00| 750.00000 750.00 WATER WELL ABANDONMENT NUMBER, 57/35 | | | 0070 202003-000 LUMP| 520.00000 520.00| 750.00000 750.00| 900.00000 900.00 SEPTIC TANK ABANDONMENT NUMBER, 48/28 | | | 0075 202003-000 LUMP| 520.00000 520.00| 750.00000 750.00| 900.00000 900.00 SEPTIC TANK ABANDONMENT NUMBER, 54/31 | | | 0080 202003-000 LUMP| 520.00000 520.00| 750.00000 750.00| 900.00000 900.00 SEPTIC TANK ABANDONMENT NUMBER, 57/35 | | | 0085 204001-000 LUMP| 110000.00000 110000.00| 422000.00000 422000.00| 225000.00000 225000.00 MOBILIZATION | | | 0090 207001-001 3280904.000 M3 | 2.99000 9809902.96| 2.95000 9678666.80| 3.10000 10170802.40 UNCLASSIFIED EXCAVATION | | | 0095 207002-000 7914.000 M3 | 34.40000 272241.60| 20.00000 158280.00| 25.00000 197850.00 SUBGRADE | | | 0100 207034-000 81853.000 M2 | 1.20000 98223.60| 1.15000 94130.95| 1.10000 90038.30 FABRIC FOR SEPARATION | | | 0105 211008-000 678.000 MGR | 22.00000 14916.00| 15.00000 10170.00| 20.00000 13560.00 ROCK BORROW EXCAVATION | | | 0110 307001-000 3983.000 M3 | 40.00000 159320.00| 28.00000 111524.00| 35.00000 139405.00 AGGREGATE BASE COURSE, CLASS I | | | 0120 311006-001 5554.000 M3 | 59.00000 327686.00| 58.00000 322132.00| 55.25000 306858.50 OPEN GRADED FREE DRAINING BASE COURSE | | | 0135 601002-001 161.000 M3 | 1850.00000 297850.00| 1350.00000 217350.00| 1100.00000 177100.00 CLASS B CONCRETE | | | 0140 604002-020 46.000 M | 126.00000 5796.00| 233.00000 10718.00| 139.00000 6394.00 600 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0145 604002-022 23.000 M | 169.00000 3887.00| 245.00000 5635.00| 169.00000 3887.00 750 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9715029 COUNTIES : HARDY LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0535003 |(2) 04-3527864 |(3) 61-0874665 |KANAWHA STONE COMPANY, INC. |ATCON NORTHEAST, INC. |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 604002-026 188.000 M | 370.00000 69560.00| 310.00000 58280.00| 382.00000 71816.00 1050 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, C2 | | | 0170 604002-032 132.000 M | 620.00000 81840.00| 650.00000 85800.00| 746.00000 98472.00 1500 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, D2 | | | 0185 604037-024 37.000 M | 350.00000 12950.00| 285.00000 10545.00| 350.00000 12950.00 900 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0186 605016-001 1.000 EA | 44000.00000 44000.00| 25500.00000 25500.00| 12000.00000 12000.00 MODIFIED MANHOLE TYPE A | | | 0195 605009-001 14.000 EA | 1960.00000 27440.00| 2500.00000 35000.00| 2800.00000 39200.00 TYPE G INLET | | | 0200 605009-001 1.000 EA | 5480.00000 5480.00| 4300.00000 4300.00| 3900.00000 3900.00 TYPE G INLET , MODIFIED | | | 0210 606029-001 7210.000 M | 20.00000 144200.00| 17.00000 122570.00| 19.10000 137711.00 FREE DRAINING BASE TRENCH | | | 0215 606030-001 517.000 M | 21.00000 10857.00| 48.00000 24816.00| 20.40000 10546.80 OUTLET PIPE | | | 0220 607001-001 2291.000 M | 29.00000 66439.00| 31.50000 72166.50| 27.95000 64033.45 TYPE 1 GUARDRAIL, CLASS I | | | 0225 607025-001 1.000 EA | 579.00000 579.00| 450.00000 450.00| 550.00000 550.00 CUT SLOPE TERMINAL, TYPE B | | | 0230 607030-001 6.000 EA | 289.00000 1734.00| 400.00000 2400.00| 275.00000 1650.00 SPECIAL TRAILING END TERMINAL | | | 0235 607065-001 14.000 EA | 1260.00000 17640.00| 1300.00000 18200.00| 1200.00000 16800.00 FLARED END TERMINAL | | | 0240 608002-001 7161.000 M | 34.00000 243474.00| 30.00000 214830.00| 30.00000 214830.00 1.19 M RIGHT OF WAY FENCE, FARM FIELD | | | 0245 608007-001 1.000 EA | 368.00000 368.00| 350.00000 350.00| 350.00000 350.00 VEHICULAR GATE, FARM FIELD, 4.88M | | | 0255 633001-001 6578.000 M2 | 71.00000 467038.00| 60.00000 394680.00| 72.00000 473616.00 CONCRETE GUTTER | | | 0260 633003-001 3467.000 M3 | 19.00000 65873.00| 26.00000 90142.00| 21.00000 72807.00 DUMPED ROCK GUTTER | | | 0265 636007-001 300.000 M | 1.80000 540.00| 1.75000 525.00| 1.75000 525.00 ERADICATION OF PAVEMENT MARKING | | | 0270 636008-001 1675.000 M | 1.80000 3015.00| 1.75000 2931.25| 1.75000 2931.25 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9715029 COUNTIES : HARDY LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0535003 |(2) 04-3527864 |(3) 61-0874665 |KANAWHA STONE COMPANY, INC. |ATCON NORTHEAST, INC. |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0275 636011-001 24967.000 UN | 0.90000 22470.30| 0.85000 21221.95| 0.85000 21221.95 TRAFFIC CONTROL DEVICE | | | 0280 636012-010 2.000 EA | 263.00000 526.00| 500.00000 1000.00| 500.00000 1000.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0285 636013-001 50.000 EA | 3.10000 155.00| 5.00000 250.00| 5.00000 250.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0290 636014-001 600.000 HR | 47.50000 28500.00| 38.00000 22800.00| 38.00000 22800.00 FLAGGER | | | 0295 636017-001 68.000 M | 72.00000 4896.00| 50.00000 3400.00| 35.00000 2380.00 TEMPORARY CONCRETE BARRIER | | | 0300 636025-001 9500.000 DA | 0.50000 4750.00| 0.50000 4750.00| 0.50000 4750.00 WARNING LIGHTS, TYPE A | | | 0305 636025-001 2900.000 DA | 1.30000 3770.00| 1.35000 3915.00| 1.35000 3915.00 WARNING LIGHTS, TYPE B | | | 0310 636025-001 2800.000 DA | 0.50000 1400.00| 0.50000 1400.00| 0.50000 1400.00 WARNING LIGHTS, TYPE C | | | 0315 637001-001 28000.000 KL | 5.70000 159600.00| 0.01000 280.00| 0.01000 280.00 WATER FOR DUST PALLIATIVE | | | 0320 638002-001 123.000 EA | 65.00000 7995.00| 75.00000 9225.00| 75.00000 9225.00 RIGHT OF WAY MARKER | | | 0325 638003-001 17.000 EA | 124.00000 2108.00| 200.00000 3400.00| 150.00000 2550.00 SURVEY MARKER | | | 0330 639001-001 LUMP| 200000.00000 200000.00| 200000.00000 200000.00| 210000.00000 210000.00 CONSTRUCTION LAYOUT STAKE | | | 0335 640002-001 24.000 MO | 2600.00000 62400.00| 2500.00000 60000.00| 1800.00000 43200.00 LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0340 640003-001 LUMP| 4500.00000 4500.00| 7500.00000 7500.00| 3500.00000 3500.00 BUILDING EQUIPMENT | | | 0342 641003-001 2.000 EA | 150.00000 300.00| 1000.00000 2000.00| 500.00000 1000.00 RANDOM BOULDER PLACEMENT | | | 0345 642001-001 3207.000 M | 0.50000 1603.50| 1.50000 4810.50| 0.01000 32.07 TEMPORARY BERM | | | 0350 642002-001 824.000 M | 33.00000 27192.00| 32.00000 26368.00| 20.00000 16480.00 SLOPE DRAIN | | | 0355 642004-001 3728.000 KG | 0.01000 37.28| 0.10000 372.80| 0.60000 2236.80 SEED MIXTURE, TEMPORARY | | | 0360 642004-002 832.000 KG | 0.10000 83.20| 0.10000 83.20| 2.60000 2163.20 SEED MIXTURE, B | | | 0365 642004-003 2641.000 KG | 13.00000 34333.00| 8.50000 22448.50| 11.10000 29315.10 SEED MIXTURE, D | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 003 -5 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9715029 COUNTIES : HARDY LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0535003 |(2) 04-3527864 |(3) 61-0874665 |KANAWHA STONE COMPANY, INC. |ATCON NORTHEAST, INC. |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0370 642005-001 213.000 MGR | 500.00000 106500.00| 220.00000 46860.00| 350.00000 74550.00 MULCH, STRAW OR HAY | | | 0375 642005-002 7.000 MGR | 1200.00000 8400.00| 280.00000 1960.00| 1450.00000 10150.00 MULCH, WOOD CELLULOSE FIBER | | | 0380 642006-001 43.000 MGR | 550.00000 23650.00| 2800.00000 120400.00| 650.00000 27950.00 FERTILIZER | | | 0385 642007-001 19923.000 M2 | 0.50000 9961.50| 0.40000 7969.20| 1.43000 28489.89 FIBER MATTING | | | 0386 642008-001 150.000 M | 55.00000 8250.00| 75.00000 11250.00| 30.00000 4500.00 TEMPORARY PIPE | | | 0390 642009-001 13110.000 M | 1.30000 17043.00| 1.50000 19665.00| 1.35000 17698.50 CONTOUR DITCH | | | 0395 642010-001 161.000 MGR | 9.50000 1529.50| 70.00000 11270.00| 10.00000 1610.00 AGRICULTURAL LIMESTONE | | | 0400 642011-001 3986.000 EA | 8.50000 33881.00| 5.00000 19930.00| 6.00000 23916.00 HAY OR STRAW BALE | | | 0405 642012-001 9232.000 M | 8.80000 81241.60| 7.00000 64624.00| 6.10000 56315.20 SILT FENCE | | | 0410 642031-001 3319.000 EA | 22.00000 73018.00| 50.00000 165950.00| 30.00000 99570.00 DITCH CHECK | | | 0415 642032-001 109.000 EA | 100.00000 10900.00| 230.00000 25070.00| 175.00000 19075.00 CHECK DAM | | | 0420 642033-001 528.000 M3 | 5.30000 2798.40| 8.00000 4224.00| 6.10000 3220.80 SEDIMENT TRAP | | | 0425 642034-001 2548.000 M3 | 3.50000 8918.00| 5.00000 12740.00| 4.75000 12103.00 SEDIMENT DAM | | | 0426 642035-001 3.000 EA | 2590.00000 7770.00| 3700.00000 11100.00| 2800.00000 8400.00 RISER | | | 0430 642036-001 792.000 M3 | 5.00000 3960.00| 5.20000 4118.40| 4.00000 3168.00 SEDIMENT REMOVAL | | | 0435 642037-001 7598.000 M3 | 7.60000 57744.80| 5.20000 39509.60| 4.00000 30392.00 SEDIMENT POND | | | 0436 642050-001 16.000 EA | 360.00000 5760.00| 300.00000 4800.00| 500.00000 8000.00 DEWATERING DEVICE | | | 0440 652001-001 171.000 MGR | 9.50000 1624.50| 70.00000 11970.00| 10.00000 1710.00 AGRICULTURAL LIMESTONE | | | 0445 652002-001 44.000 MGR | 1900.00000 83600.00| 2100.00000 92400.00| 1025.00000 45100.00 FERTILIZER, 10-20-10 | | | 0450 652002-002 25.000 MGR | 230.00000 5750.00| 2300.00000 57500.00| 550.00000 13750.00 FERTILIZER, UREA FORMALDEHYDE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 003 -6 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9715029 COUNTIES : HARDY LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0535003 |(2) 04-3527864 |(3) 61-0874665 |KANAWHA STONE COMPANY, INC. |ATCON NORTHEAST, INC. |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0455 652003-001 838.000 KG | 1.05000 879.90| 0.10000 83.80| 3.20000 2681.60 SEED MIXTURES, B, C-1, OR C-2 | | | 0460 652003-002 2790.000 KG | 12.30000 34317.00| 4.90000 13671.00| 14.35000 40036.50 SEED MIXTURE, D | | | 0465 652004-001 222.000 MGR | 230.00000 51060.00| 220.00000 48840.00| 275.00000 61050.00 STRAW OR HAY MULCH | | | 0470 652004-002 8.000 MGR | 1050.00000 8400.00| 280.00000 2240.00| 1250.00000 10000.00 WOOD CELLULOSE FIBER MULCH | | | 0475 655002-001 26605.000 M2 | 3.70000 98438.50| 3.65000 97108.25| 4.15000 110410.75 PERMANENT EROSION MATTING, TYPE A | | | 0480 655002-001 4313.000 M2 | 3.70000 15958.10| 4.60000 19839.80| 4.50000 19408.50 PERMANENT EROSION MATTING, TYPE B | | | 0485 664001-008 2.000 EA | 3600.00000 7200.00| 3500.00000 7000.00| 3500.00000 7000.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 0490 665004-001 11.000 EA | 520.00000 5720.00| 500.00000 5500.00| 800.00000 8800.00 WATER WELL SURVEY | | | 0497 307005-001 BB1 1055.000 MGR | 23.00000 24265.00| 27.00000 28485.00| 16.75000 17671.25 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS III | | | 0498 307005-002 BB2 962.000 MGR | | | AGGREGATE BASE COURSE, SLAG, CLASS III | | | 0505 401001-011 AA1 33283.000 MGR | 30.00000 998490.00| 29.25000 973527.75| 29.25000 973527.75 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0510 401001-012 AA2 31781.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0515 401007-011 AB1 2387.000 MGR | 47.00000 112189.00| 40.85000 97508.95| 40.85000 97508.95 SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL I | | | 0520 401007-012 AB2 2171.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, SLAG I | | | 0525 402001-011 AC1 5677.000 MGR | 48.00000 272496.00| 46.00000 261142.00| 46.00000 261142.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE I | | | 0530 402001-012 AC2 5416.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE I | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 003 -7 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9715029 COUNTIES : HARDY LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0535003 |(2) 04-3527864 |(3) 61-0874665 |KANAWHA STONE COMPANY, INC. |ATCON NORTHEAST, INC. |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0531 604002-016 AD1 16.000 M | | | 118.00000 1888.00 450 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 0532 604076-016 AD2 16.000 M | 158.00000 2528.00| 240.00000 3840.00| 450 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, B2 | | | 0533 604037-016 AD3 16.000 M | | | 450 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0535 604002-016 AE1 162.000 M | | | 450 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 0540 604072-116 AE1 2.000 EA | | | 450 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0545 604076-016 AE2 162.000 M | 144.00000 23328.00| 143.00000 23166.00| 139.00000 22518.00 450 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, B2 | | | 0550 604072-116 AE2 2.000 EA | 522.00000 1044.00| 328.00000 656.00| 580.00000 1160.00 450 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0555 604037-016 AE3 162.000 M | | | 450 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0560 604071-016 AE3 2.000 EA | | | 450 MM REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0561 604002-020 AF1 22.000 M | | | 600 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 0562 604076-020 AF2 22.000 M | 135.00000 2970.00| 208.00000 4576.00| 139.00000 3058.00 600 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, B2 | | | 0563 604037-020 AF3 22.000 M | | | 600 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0565 604002-020 AG1 98.000 M | | | 600 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 0570 604072-120 AG1 1.000 EA | | | 600 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 003 -8 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9715029 COUNTIES : HARDY LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0535003 |(2) 04-3527864 |(3) 61-0874665 |KANAWHA STONE COMPANY, INC. |ATCON NORTHEAST, INC. |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0575 604076-020 AG2 98.000 M | 163.00000 15974.00| 175.00000 17150.00| 152.00000 14896.00 600 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, B2 | | | 0580 604072-120 AG2 1.000 EA | 629.00000 629.00| 410.00000 410.00| 700.00000 700.00 600 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0585 604037-020 AG3 98.000 M | | | 600 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0590 604071-020 AG3 1.000 EA | | | 600 MM REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0595 604002-022 AH1 278.000 M | 178.00000 49484.00| | 187.00000 51986.00 750 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 0600 604072-122 AH1 1.000 EA | 748.00000 748.00| | 720.00000 720.00 750 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0605 604076-022 AH2 278.000 M | | 172.00000 47816.00| 750 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, B2 | | | 0610 604072-122 AH2 1.000 EA | | 1300.00000 1300.00| 750 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0615 604037-022 AH3 278.000 M | | | 750 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0620 604071-022 AH3 1.000 EA | | | 750 MM REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0625 604002-024 AI1 10.000 M | | | 900 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0630 604076-024 AI2 10.000 M | 180.00000 1800.00| 400.00000 4000.00| 190.00000 1900.00 900 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, A2 | | | 0635 604037-024 AI3 10.000 M | | | 900 MM REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0640 604002-026 AJ1 33.000 M | | | 1050 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 003 -9 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9715029 COUNTIES : HARDY LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0535003 |(2) 04-3527864 |(3) 61-0874665 |KANAWHA STONE COMPANY, INC. |ATCON NORTHEAST, INC. |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0645 604076-026 AJ2 33.000 M | 531.00000 17523.00| 260.00000 8580.00| 440.00000 14520.00 1050 MM ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B2 | | | 0650 604037-026 AJ3 33.000 M | | | 1050 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0655 604002-028 AK1 83.000 M | | | 1200 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 0660 604072-128 AK1 1.000 EA | | | 1200 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0665 604076-028 AK2 83.000 M | 314.00000 26062.00| 342.00000 28386.00| 290.00000 24070.00 1200 MM ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B2 | | | 0670 604072-128 AK2 1.000 EA | 2127.00000 2127.00| 2400.00000 2400.00| 1000.00000 1000.00 1200 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0675 604037-028 AK3 83.000 M | | | 1200 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0680 604071-028 AK3 1.000 EA | | | 1200 MM REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0685 604002-032 AL1 59.000 M | | | 1500 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B3 | | | 0690 604076-032 AL2 59.000 M | 542.00000 31978.00| 610.00000 35990.00| 409.00000 24131.00 1500 MM ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B3 | | | 0695 604037-032 AL3 59.000 M | | | 1500 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0700 604002-032 AM1 29.000 M | | | 1500 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B5 | | | 0705 604072-132 AM1 1.000 EA | | | 1500 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0710 604076-032 AM2 29.000 M | 737.00000 21373.00| 600.00000 17400.00| 476.00000 13804.00 1500 MM ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B5 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 003 -10 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9715029 COUNTIES : HARDY LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0535003 |(2) 04-3527864 |(3) 61-0874665 |KANAWHA STONE COMPANY, INC. |ATCON NORTHEAST, INC. |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0715 604072-132 AM2 1.000 EA | 3116.00000 3116.00| 3700.00000 3700.00| 1500.00000 1500.00 1500 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0720 604037-032 AM3 29.000 M | | | 1500 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0725 604071-032 AM3 1.000 EA | | | 1500 MM REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0730 636002-001 AN1 1036.000 MGR | 16.00000 16576.00| 30.00000 31080.00| 15.00000 15540.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0735 636002-002 AN2 943.000 MGR | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 15,731,043.61| $ 15,966,690.20| $ 15,973,474.51 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 COMPUTER SYSTEM | | | 0740 640004-001 LUMP| 5500.00000 5500.00| 5000.00000 5000.00| 5000.00000 5000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 5,500.00| $ 5,000.00| $ 5,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 SIGNING & PAVEMENT MARKINGS | | | 0745 657006-001 19.000 M | 205.00000 3895.00| 125.00000 2375.00| 195.00000 3705.00 S100X11.5, A-441 SUPPORT, GALVANIZED | | | 0750 657006-005 73.000 M | 289.00000 21097.00| 150.00000 10950.00| 275.00000 20075.00 W150X18, A-441 SUPPORT, GALVANIZED | | | 0755 657008-001 256.000 M | 28.00000 7168.00| 25.00000 6400.00| 27.00000 6912.00 2.98 KG CHANNEL POST | | | 0760 657010-001 285.000 M | 31.00000 8835.00| 28.00000 7980.00| 30.00000 8550.00 4.5 KG CHANNEL POST | | | 0765 657012-001 22.000 M | 36.00000 792.00| 30.00000 660.00| 35.00000 770.00 5.96 KG BACK TO BACK CHANNEL POST | | | 0770 657014-001 24.000 M | 42.00000 1008.00| 30.00000 720.00| 40.00000 960.00 9.0 KG BACK TO BACK CHANNEL POST | | | 0775 657017-001 9.000 M3 | 1260.00000 11340.00| 870.00000 7830.00| 1200.00000 10800.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0780 661001-001 69.000 M2 | 200.00000 13800.00| 160.00000 11040.00| 190.00000 13110.00 2 MM FLAT SHEET SIGN | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 003 -11 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9715029 COUNTIES : HARDY LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0535003 |(2) 04-3527864 |(3) 61-0874665 |KANAWHA STONE COMPANY, INC. |ATCON NORTHEAST, INC. |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0785 661002-001 25.000 M2 | 368.00000 9200.00| 310.00000 7750.00| 350.00000 8750.00 EXTRUDED PANEL SIGN | | | 0790 661004-001 96.000 EA | 5.00000 480.00| 5.00000 480.00| 5.00000 480.00 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | WHITE | | | 0795 661007-001 3.000 UN | 52.00000 156.00| 100.00000 300.00| 50.00000 150.00 DELINEATOR, THREE PER UNIT, AMBER | | | 0800 661008-001 6.000 EA | 52.00000 312.00| 70.00000 420.00| 50.00000 300.00 DELINEATOR BRACKET, TYPE A | | | 0805 661013-001 20.000 EA | 42.00000 840.00| 50.00000 1000.00| 40.00000 800.00 PLASTIC DELINEATOR POST, YELLOW | | | 0810 663001-004 7210.000 M | 0.40000 2884.00| 0.39000 2811.90| 0.39000 2811.90 EDGE LINE, TYPE II WHITE | | | 0815 663001-004 4150.000 M | 0.40000 1660.00| 0.39000 1618.50| 0.39000 1618.50 EDGE LINE, TYPE II YELLOW | | | 0820 663002-005 930.000 M | 0.60000 558.00| 0.65000 604.50| 0.65000 604.50 LANE LINE OR CENTERLINE, TYPE II WHITE | | | 0825 663003-005 2340.000 M | 0.40000 936.00| 0.39000 912.60| 0.39000 912.60 BARRIER LINE, TYPE II WHITE | | | 0830 663004-004 200.000 M | 1.00000 200.00| 1.00000 200.00| 1.00000 200.00 CHANNELIZING LINE, TYPE II | | | 0835 663005-010 29.000 M | 41.00000 1189.00| 39.00000 1131.00| 39.00000 1131.00 STOP LINE, TYPE V (600MM) | | | 0840 663007-010 224.000 M | 18.00000 4032.00| 18.00000 4032.00| 18.00000 4032.00 STRIPE, TYPE V YELLOW | | | 0845 663010-010 8.000 EA | 163.00000 1304.00| 155.00000 1240.00| 155.00000 1240.00 LANE ARROW, TYPE V | | | 0850 663011-010 4.000 EA | 57.00000 228.00| 55.00000 220.00| 55.00000 220.00 LANE LETTER, TYPE V | | | SECTION TOTALS | $ 91,914.00| $ 70,675.50| $ 88,132.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 ON JOB TRAINING | | | 0855 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 0006 LANDSCAPING | | | 0998 642005-001 1.000 MGR | 525.00000 525.00| 880.00000 880.00| 500.00000 500.00 MULCH, STRAW OR HAY | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 003 -12 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9715029 COUNTIES : HARDY LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0535003 |(2) 04-3527864 |(3) 61-0874665 |KANAWHA STONE COMPANY, INC. |ATCON NORTHEAST, INC. |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0999 642011-001 63.000 EA | 9.00000 567.00| 18.00000 1134.00| 10.00000 630.00 HAY OR STRAW BALE | | | 1000 651001-001 890.000 M3 | 21.00000 18690.00| 1.00000 890.00| 10.00000 8900.00 FURNISHING AND PLACING TOPSOIL | | | 1005 654001-001 2.000 EA | 345.00000 690.00| 625.00000 1250.00| 650.00000 1300.00 TREE, DECIDUOUS, QUERCUS RUBRA | | | 1010 654001-001 1.000 EA | 395.00000 395.00| 625.00000 625.00| 650.00000 650.00 TREE, DECIDUOUS, QUERCUS STELLATA | | | 1014 654001-001 1.000 EA | 465.00000 465.00| 750.00000 750.00| 650.00000 650.00 TREE, DECIDUOUS, ROBINIA PSEUDOACACIA | | | 1015 654003-001 7.000 EA | 51.00000 357.00| 60.00000 420.00| 125.00000 875.00 SHRUB, DECIDUOUS, RHUS TYPHINA | | | 1016 654003-001 4.000 EA | 44.00000 176.00| 60.00000 240.00| 125.00000 500.00 SHRUB, DECIDUOUS, VIBURNUM DENTATUM | | | 1017 654003-001 7.000 EA | 46.00000 322.00| 60.00000 420.00| 125.00000 875.00 SHRUB, DECIDUOUS, VIBURNUM PRUNIFOLIUM | | | 1018 654004-001 3.000 EA | 64.00000 192.00| 160.00000 480.00| 150.00000 450.00 SHRUB, EVERGREEN, KALMIA LATIFOLIA | | | 1019 654004-001 2.000 EA | 78.00000 156.00| 180.00000 360.00| 200.00000 400.00 SHRUB, EVERGREEN, RHODODENDRON MAXIMUM | | | 1020 654005-001 16.000 EA | 85.00000 1360.00| 160.00000 2560.00| 350.00000 5600.00 TREE, EVERGREEN, JUNIPERUS VIRGINIANA | | | 1025 654005-001 15.000 EA | 97.00000 1455.00| 180.00000 2700.00| 350.00000 5250.00 TREE, EVERGREEN, PINUS PUNGENS | | | 1030 654005-001 4.000 EA | 100.00000 400.00| 175.00000 700.00| 350.00000 1400.00 TREE, EVERGREEN, PINUS RIGIDA | | | 1035 654005-001 4.000 EA | 87.00000 348.00| 160.00000 640.00| 350.00000 1400.00 TREE, EVERGREEN, PINUS VIRGINIANA | | | 1040 654005-001 4.000 EA | 87.00000 348.00| 160.00000 640.00| 350.00000 1400.00 TREE, EVERGREEN, TSUGA CANADENSIS | | | 1045 654006-001 23.000 KL | 67.00000 1541.00| 220.00000 5060.00| 100.00000 2300.00 WATER FOR PLANTS | | | SECTION TOTALS | $ 27,987.00| $ 19,749.00| $ 33,080.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 15,858,044.61| $ 16,063,714.70| $ 16,101,287.01 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 003 -13 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9715029 COUNTIES : HARDY LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0345840 |(5) 55-0328627 |(6) 55-0461872 |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY |POLINO CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 328000.00000 328000.00| 958269.00000 958269.00| 880000.00000 880000.00 CLEARING AND GRUBBING | | | 0010 201002-000 6972.000 M2 | 0.75000 5229.00| 5.00000 34860.00| 2.00000 13944.00 EXISTING PAVEMENT REMOVAL | | | 0015 202001-000 1.000 LS | 1.00000 1.00| 1.00000 1.00| 6200.00000 6200.00 BUILDING DEMOLITION NUMBER, 54/31 | | | 0055 202002-000 LUMP| 2000.00000 2000.00| 1.00000 1.00| 785.00000 785.00 WATER WELL ABANDONMENT NUMBER, 48/28 | | | 0060 202002-000 LUMP| 2000.00000 2000.00| 1.00000 1.00| 785.00000 785.00 WATER WELL ABANDONMENT NUMBER, 54/31 | | | 0065 202002-000 LUMP| 2000.00000 2000.00| 1.00000 1.00| 785.00000 785.00 WATER WELL ABANDONMENT NUMBER, 57/35 | | | 0070 202003-000 LUMP| 1500.00000 1500.00| 1.00000 1.00| 670.00000 670.00 SEPTIC TANK ABANDONMENT NUMBER, 48/28 | | | 0075 202003-000 LUMP| 1500.00000 1500.00| 1.00000 1.00| 670.00000 670.00 SEPTIC TANK ABANDONMENT NUMBER, 54/31 | | | 0080 202003-000 LUMP| 1500.00000 1500.00| 1.00000 1.00| 670.00000 670.00 SEPTIC TANK ABANDONMENT NUMBER, 57/35 | | | 0085 204001-000 LUMP| 444200.00000 444200.00| 533517.25000 533517.25| 300000.00000 300000.00 MOBILIZATION | | | 0090 207001-001 3280904.000 M3 | 3.00000 9842712.00| 3.27000 10728556.08| 6.05000 19849469.20 UNCLASSIFIED EXCAVATION | | | 0095 207002-000 7914.000 M3 | 26.00000 205764.00| 38.30000 303106.20| 47.00000 371958.00 SUBGRADE | | | 0100 207034-000 81853.000 M2 | 1.15000 94130.95| 1.15000 94130.95| 1.30000 106408.90 FABRIC FOR SEPARATION | | | 0105 211008-000 678.000 MGR | 30.00000 20340.00| 25.00000 16950.00| 25.00000 16950.00 ROCK BORROW EXCAVATION | | | 0110 307001-000 3983.000 M3 | 39.70000 158125.10| 38.30000 152548.90| 52.00000 207116.00 AGGREGATE BASE COURSE, CLASS I | | | 0120 311006-001 5554.000 M3 | 61.00000 338794.00| 57.05000 316855.70| 68.00000 377672.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0135 601002-001 161.000 M3 | 1600.00000 257600.00| 1280.00000 206080.00| 1775.00000 285775.00 CLASS B CONCRETE | | | 0140 604002-020 46.000 M | 145.00000 6670.00| 201.90000 9287.40| 110.00000 5060.00 600 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0145 604002-022 23.000 M | 200.00000 4600.00| 259.75000 5974.25| 130.00000 2990.00 750 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 003 -14 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9715029 COUNTIES : HARDY LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0345840 |(5) 55-0328627 |(6) 55-0461872 |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY |POLINO CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 604002-026 188.000 M | 290.00000 54520.00| 252.25000 47423.00| 277.00000 52076.00 1050 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, C2 | | | 0170 604002-032 132.000 M | 955.00000 126060.00| 621.75000 82071.00| 820.00000 108240.00 1500 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, D2 | | | 0185 604037-024 37.000 M | 300.00000 11100.00| 407.55000 15079.35| 305.00000 11285.00 900 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0186 605016-001 1.000 EA | 43000.00000 43000.00| 41316.00000 41316.00| 4300.00000 4300.00 MODIFIED MANHOLE TYPE A | | | 0195 605009-001 14.000 EA | 2500.00000 35000.00| 2685.00000 37590.00| 3250.00000 45500.00 TYPE G INLET | | | 0200 605009-001 1.000 EA | 10000.00000 10000.00| 10762.40000 10762.40| 4550.00000 4550.00 TYPE G INLET , MODIFIED | | | 0210 606029-001 7210.000 M | 24.00000 173040.00| 21.05000 151770.50| 25.50000 183855.00 FREE DRAINING BASE TRENCH | | | 0215 606030-001 517.000 M | 65.00000 33605.00| 54.65000 28254.05| 74.35000 38438.95 OUTLET PIPE | | | 0220 607001-001 2291.000 M | 28.00000 64148.00| 27.95000 64033.45| 32.50000 74457.50 TYPE 1 GUARDRAIL, CLASS I | | | 0225 607025-001 1.000 EA | 550.00000 550.00| 550.00000 550.00| 640.00000 640.00 CUT SLOPE TERMINAL, TYPE B | | | 0230 607030-001 6.000 EA | 275.00000 1650.00| 275.00000 1650.00| 320.00000 1920.00 SPECIAL TRAILING END TERMINAL | | | 0235 607065-001 14.000 EA | 1200.00000 16800.00| 1200.00000 16800.00| 1400.00000 19600.00 FLARED END TERMINAL | | | 0240 608002-001 7161.000 M | 35.00000 250635.00| 30.00000 214830.00| 35.00000 250635.00 1.19 M RIGHT OF WAY FENCE, FARM FIELD | | | 0245 608007-001 1.000 EA | 350.00000 350.00| 350.00000 350.00| 40.00000 40.00 VEHICULAR GATE, FARM FIELD, 4.88M | | | 0255 633001-001 6578.000 M2 | 70.00000 460460.00| 76.50000 503217.00| 78.00000 513084.00 CONCRETE GUTTER | | | 0260 633003-001 3467.000 M3 | 25.00000 86675.00| 15.00000 52005.00| 16.00000 55472.00 DUMPED ROCK GUTTER | | | 0265 636007-001 300.000 M | 1.80000 540.00| 175.00000 52500.00| 2.05000 615.00 ERADICATION OF PAVEMENT MARKING | | | 0270 636008-001 1675.000 M | 1.80000 3015.00| 175.00000 293125.00| 2.05000 3433.75 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 003 -15 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9715029 COUNTIES : HARDY LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0345840 |(5) 55-0328627 |(6) 55-0461872 |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY |POLINO CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0275 636011-001 24967.000 UN | 0.90000 22470.30| 0.85000 21221.95| 1.00000 24967.00 TRAFFIC CONTROL DEVICE | | | 0280 636012-010 2.000 EA | 500.00000 1000.00| 500.00000 1000.00| 580.00000 1160.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0285 636013-001 50.000 EA | 5.00000 250.00| 5.00000 250.00| 5.85000 292.50 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0290 636014-001 600.000 HR | 50.00000 30000.00| 50.00000 30000.00| 46.00000 27600.00 FLAGGER | | | 0295 636017-001 68.000 M | 180.00000 12240.00| 100.00000 6800.00| 40.00000 2720.00 TEMPORARY CONCRETE BARRIER | | | 0300 636025-001 9500.000 DA | 0.55000 5225.00| 0.50000 4750.00| 0.60000 5700.00 WARNING LIGHTS, TYPE A | | | 0305 636025-001 2900.000 DA | 1.50000 4350.00| 1.35000 3915.00| 1.60000 4640.00 WARNING LIGHTS, TYPE B | | | 0310 636025-001 2800.000 DA | 0.55000 1540.00| 0.50000 1400.00| 0.60000 1680.00 WARNING LIGHTS, TYPE C | | | 0315 637001-001 28000.000 KL | 3.00000 84000.00| 0.01000 280.00| 2.35000 65800.00 WATER FOR DUST PALLIATIVE | | | 0320 638002-001 123.000 EA | 50.00000 6150.00| 75.00000 9225.00| 40.00000 4920.00 RIGHT OF WAY MARKER | | | 0325 638003-001 17.000 EA | 125.00000 2125.00| 100.00000 1700.00| 100.00000 1700.00 SURVEY MARKER | | | 0330 639001-001 LUMP| 247778.00000 247778.00| 172500.00000 172500.00| 220000.00000 220000.00 CONSTRUCTION LAYOUT STAKE | | | 0335 640002-001 24.000 MO | 1500.00000 36000.00| 2500.00000 60000.00| 1315.00000 31560.00 LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0340 640003-001 LUMP| 5300.00000 5300.00| 10000.00000 10000.00| 12000.00000 12000.00 BUILDING EQUIPMENT | | | 0342 641003-001 2.000 EA | 620.00000 1240.00| 500.00000 1000.00| 1450.00000 2900.00 RANDOM BOULDER PLACEMENT | | | 0345 642001-001 3207.000 M | 1.15000 3688.05| 0.01000 32.07| 2.70000 8658.90 TEMPORARY BERM | | | 0350 642002-001 824.000 M | 20.00000 16480.00| 35.00000 28840.00| 10.00000 8240.00 SLOPE DRAIN | | | 0355 642004-001 3728.000 KG | 0.01000 37.28| 0.05000 186.40| 0.05000 186.40 SEED MIXTURE, TEMPORARY | | | 0360 642004-002 832.000 KG | 0.10000 83.20| 0.10000 83.20| 0.15000 124.80 SEED MIXTURE, B | | | 0365 642004-003 2641.000 KG | 14.00000 36974.00| 12.85000 33936.85| 15.00000 39615.00 SEED MIXTURE, D | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 003 -16 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9715029 COUNTIES : HARDY LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0345840 |(5) 55-0328627 |(6) 55-0461872 |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY |POLINO CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0370 642005-001 213.000 MGR | 500.00000 106500.00| 485.00000 103305.00| 565.00000 120345.00 MULCH, STRAW OR HAY | | | 0375 642005-002 7.000 MGR | 1200.00000 8400.00| 1150.00000 8050.00| 1350.00000 9450.00 MULCH, WOOD CELLULOSE FIBER | | | 0380 642006-001 43.000 MGR | 590.00000 25370.00| 540.00000 23220.00| 630.00000 27090.00 FERTILIZER | | | 0385 642007-001 19923.000 M2 | 0.50000 9961.50| 0.45000 8965.35| 0.55000 10957.65 FIBER MATTING | | | 0386 642008-001 150.000 M | 110.00000 16500.00| 50.00000 7500.00| 43.50000 6525.00 TEMPORARY PIPE | | | 0390 642009-001 13110.000 M | 1.40000 18354.00| 0.01000 131.10| 1.80000 23598.00 CONTOUR DITCH | | | 0395 642010-001 161.000 MGR | 9.00000 1449.00| 9.00000 1449.00| 10.50000 1690.50 AGRICULTURAL LIMESTONE | | | 0400 642011-001 3986.000 EA | 0.01000 39.86| 0.01000 39.86| 11.50000 45839.00 HAY OR STRAW BALE | | | 0405 642012-001 9232.000 M | 8.00000 73856.00| 0.01000 92.32| 6.50000 60008.00 SILT FENCE | | | 0410 642031-001 3319.000 EA | 30.00000 99570.00| 0.01000 33.19| 55.00000 182545.00 DITCH CHECK | | | 0415 642032-001 109.000 EA | 400.00000 43600.00| 0.01000 1.09| 175.00000 19075.00 CHECK DAM | | | 0420 642033-001 528.000 M3 | 10.00000 5280.00| 15.00000 7920.00| 10.00000 5280.00 SEDIMENT TRAP | | | 0425 642034-001 2548.000 M3 | 6.00000 15288.00| 7.50000 19110.00| 8.00000 20384.00 SEDIMENT DAM | | | 0426 642035-001 3.000 EA | 3400.00000 10200.00| 3000.00000 9000.00| 4200.00000 12600.00 RISER | | | 0430 642036-001 792.000 M3 | 9.00000 7128.00| 5.00000 3960.00| 3.00000 2376.00 SEDIMENT REMOVAL | | | 0435 642037-001 7598.000 M3 | 5.00000 37990.00| 5.00000 37990.00| 8.00000 60784.00 SEDIMENT POND | | | 0436 642050-001 16.000 EA | 515.00000 8240.00| 400.00000 6400.00| 490.00000 7840.00 DEWATERING DEVICE | | | 0440 652001-001 171.000 MGR | 9.00000 1539.00| 900.00000 153900.00| 10.50000 1795.50 AGRICULTURAL LIMESTONE | | | 0445 652002-001 44.000 MGR | 2000.00000 88000.00| 1850.00000 81400.00| 2200.00000 96800.00 FERTILIZER, 10-20-10 | | | 0450 652002-002 25.000 MGR | 240.00000 6000.00| 225.00000 5625.00| 265.00000 6625.00 FERTILIZER, UREA FORMALDEHYDE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 003 -17 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9715029 COUNTIES : HARDY LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0345840 |(5) 55-0328627 |(6) 55-0461872 |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY |POLINO CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0455 652003-001 838.000 KG | 1.10000 921.80| 1.00000 838.00| 1.20000 1005.60 SEED MIXTURES, B, C-1, OR C-2 | | | 0460 652003-002 2790.000 KG | 13.00000 36270.00| 12.25000 34177.50| 14.25000 39757.50 SEED MIXTURE, D | | | 0465 652004-001 222.000 MGR | 230.00000 51060.00| 225.00000 49950.00| 265.00000 58830.00 STRAW OR HAY MULCH | | | 0470 652004-002 8.000 MGR | 1050.00000 8400.00| 1000.00000 8000.00| 1200.00000 9600.00 WOOD CELLULOSE FIBER MULCH | | | 0475 655002-001 26605.000 M2 | 3.90000 103759.50| 3.60000 95778.00| 4.20000 111741.00 PERMANENT EROSION MATTING, TYPE A | | | 0480 655002-001 4313.000 M2 | 3.90000 16820.70| 3.60000 15526.80| 4.20000 18114.60 PERMANENT EROSION MATTING, TYPE B | | | 0485 664001-008 2.000 EA | 6000.00000 12000.00| 5000.00000 10000.00| 10500.00000 21000.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 0490 665004-001 11.000 EA | 1500.00000 16500.00| 750.00000 8250.00| 2350.00000 25850.00 WATER WELL SURVEY | | | 0497 307005-001 BB1 1055.000 MGR | 13.50000 14242.50| 20.00000 21100.00| 18.00000 18990.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS III | | | 0498 307005-002 BB2 962.000 MGR | | | AGGREGATE BASE COURSE, SLAG, CLASS III | | | 0505 401001-011 AA1 33283.000 MGR | 30.00000 998490.00| 29.55000 983512.65| 45.00000 1497735.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0510 401001-012 AA2 31781.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0515 401007-011 AB1 2387.000 MGR | 46.00000 109802.00| 45.05000 107534.35| 56.00000 133672.00 SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL I | | | 0520 401007-012 AB2 2171.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, SLAG I | | | 0525 402001-011 AC1 5677.000 MGR | 49.00000 278173.00| 47.75000 271076.75| 56.00000 317912.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE I | | | 0530 402001-012 AC2 5416.000 MGR | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE I | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 003 -18 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9715029 COUNTIES : HARDY LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0345840 |(5) 55-0328627 |(6) 55-0461872 |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY |POLINO CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0531 604002-016 AD1 16.000 M | | | 450 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 0532 604076-016 AD2 16.000 M | 160.00000 2560.00| 107.70000 1723.20| 117.00000 1872.00 450 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, B2 | | | 0533 604037-016 AD3 16.000 M | | | 450 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0535 604002-016 AE1 162.000 M | | | 450 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 0540 604072-116 AE1 2.000 EA | | | 450 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0545 604076-016 AE2 162.000 M | 115.00000 18630.00| 107.70000 17447.40| 106.00000 17172.00 450 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, B2 | | | 0550 604072-116 AE2 2.000 EA | 365.00000 730.00| 896.80000 1793.60| 800.00000 1600.00 450 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0555 604037-016 AE3 162.000 M | | | 450 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0560 604071-016 AE3 2.000 EA | | | 450 MM REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0561 604002-020 AF1 22.000 M | | | 600 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 0562 604076-020 AF2 22.000 M | 135.00000 2970.00| 159.70000 3513.40| 140.00000 3080.00 600 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, B2 | | | 0563 604037-020 AF3 22.000 M | | | 600 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0565 604002-020 AG1 98.000 M | | | 600 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 0570 604072-120 AG1 1.000 EA | | | 600 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 003 -19 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9715029 COUNTIES : HARDY LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0345840 |(5) 55-0328627 |(6) 55-0461872 |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY |POLINO CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0575 604076-020 AG2 98.000 M | 150.00000 14700.00| 159.70000 15650.60| 165.00000 16170.00 600 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, B2 | | | 0580 604072-120 AG2 1.000 EA | 520.00000 520.00| 1179.80000 1179.80| 915.00000 915.00 600 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0585 604037-020 AG3 98.000 M | | | 600 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0590 604071-020 AG3 1.000 EA | | | 600 MM REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0595 604002-022 AH1 278.000 M | | | 750 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 0600 604072-122 AH1 1.000 EA | | | 750 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0605 604076-022 AH2 278.000 M | 165.00000 45870.00| 163.90000 45564.20| 175.00000 48650.00 750 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, B2 | | | 0610 604072-122 AH2 1.000 EA | 625.00000 625.00| 1497.80000 1497.80| 1050.00000 1050.00 750 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0615 604037-022 AH3 278.000 M | | | 750 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0620 604071-022 AH3 1.000 EA | | | 750 MM REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0625 604002-024 AI1 10.000 M | | | 900 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0630 604076-024 AI2 10.000 M | 260.00000 2600.00| 218.80000 2188.00| 205.00000 2050.00 900 MM ALUMINUM COATED CORRUGATED STEEL | | | PIPE, A2 | | | 0635 604037-024 AI3 10.000 M | | | 900 MM REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0640 604002-026 AJ1 33.000 M | | | 1050 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 003 -20 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9715029 COUNTIES : HARDY LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0345840 |(5) 55-0328627 |(6) 55-0461872 |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY |POLINO CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0645 604076-026 AJ2 33.000 M | 480.00000 15840.00| 431.15000 14227.95| 295.00000 9735.00 1050 MM ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B2 | | | 0650 604037-026 AJ3 33.000 M | | | 1050 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0655 604002-028 AK1 83.000 M | | | 1200 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 0660 604072-128 AK1 1.000 EA | | | 1200 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0665 604076-028 AK2 83.000 M | 400.00000 33200.00| 235.90000 19579.70| 355.00000 29465.00 1200 MM ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B2 | | | 0670 604072-128 AK2 1.000 EA | 840.00000 840.00| 2133.80000 2133.80| 1300.00000 1300.00 1200 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0675 604037-028 AK3 83.000 M | | | 1200 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0680 604071-028 AK3 1.000 EA | | | 1200 MM REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0685 604002-032 AL1 59.000 M | | | 1500 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B3 | | | 0690 604076-032 AL2 59.000 M | 880.00000 51920.00| 591.40000 34892.60| 780.00000 46020.00 1500 MM ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B3 | | | 0695 604037-032 AL3 59.000 M | | | 1500 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0700 604002-032 AM1 29.000 M | | | 1500 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B5 | | | 0705 604072-132 AM1 1.000 EA | | | 1500 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0710 604076-032 AM2 29.000 M | 960.00000 27840.00| 725.20000 21030.80| 830.00000 24070.00 1500 MM ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B5 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 003 -21 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9715029 COUNTIES : HARDY LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0345840 |(5) 55-0328627 |(6) 55-0461872 |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY |POLINO CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0715 604072-132 AM2 1.000 EA | 1125.00000 1125.00| 2995.60000 2995.60| 1650.00000 1650.00 1500 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0720 604037-032 AM3 29.000 M | | | 1500 MM REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0725 604071-032 AM3 1.000 EA | | | 1500 MM REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0730 636002-001 AN1 1036.000 MGR | 15.00000 15540.00| 20.00000 20720.00| 24.25000 25123.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0735 636002-002 AN2 943.000 MGR | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 16,069,959.74| $ 17,650,564.36| $ 27,466,252.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 COMPUTER SYSTEM | | | 0740 640004-001 LUMP| 7950.00000 7950.00| 5000.00000 5000.00| 5500.00000 5500.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 7,950.00| $ 5,000.00| $ 5,500.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 SIGNING & PAVEMENT MARKINGS | | | 0745 657006-001 19.000 M | 195.00000 3705.00| 195.00000 3705.00| 227.00000 4313.00 S100X11.5, A-441 SUPPORT, GALVANIZED | | | 0750 657006-005 73.000 M | 275.00000 20075.00| 275.00000 20075.00| 320.00000 23360.00 W150X18, A-441 SUPPORT, GALVANIZED | | | 0755 657008-001 256.000 M | 27.00000 6912.00| 27.00000 6912.00| 31.50000 8064.00 2.98 KG CHANNEL POST | | | 0760 657010-001 285.000 M | 30.00000 8550.00| 30.00000 8550.00| 35.00000 9975.00 4.5 KG CHANNEL POST | | | 0765 657012-001 22.000 M | 35.00000 770.00| 35.00000 770.00| 41.00000 902.00 5.96 KG BACK TO BACK CHANNEL POST | | | 0770 657014-001 24.000 M | 40.00000 960.00| 40.00000 960.00| 46.50000 1116.00 9.0 KG BACK TO BACK CHANNEL POST | | | 0775 657017-001 9.000 M3 | 1200.00000 10800.00| 1200.00000 10800.00| 1400.00000 12600.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0780 661001-001 69.000 M2 | 190.00000 13110.00| 190.00000 13110.00| 220.00000 15180.00 2 MM FLAT SHEET SIGN | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 003 -22 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9715029 COUNTIES : HARDY LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0345840 |(5) 55-0328627 |(6) 55-0461872 |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY |POLINO CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0785 661002-001 25.000 M2 | 350.00000 8750.00| 350.00000 8750.00| 410.00000 10250.00 EXTRUDED PANEL SIGN | | | 0790 661004-001 96.000 EA | 5.00000 480.00| 5.00000 480.00| 6.00000 576.00 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | WHITE | | | 0795 661007-001 3.000 UN | 50.00000 150.00| 50.00000 150.00| 58.00000 174.00 DELINEATOR, THREE PER UNIT, AMBER | | | 0800 661008-001 6.000 EA | 50.00000 300.00| 50.00000 300.00| 58.00000 348.00 DELINEATOR BRACKET, TYPE A | | | 0805 661013-001 20.000 EA | 40.00000 800.00| 40.00000 800.00| 47.00000 940.00 PLASTIC DELINEATOR POST, YELLOW | | | 0810 663001-004 7210.000 M | 0.40000 2884.00| 0.40000 2884.00| 0.50000 3605.00 EDGE LINE, TYPE II WHITE | | | 0815 663001-004 4150.000 M | 0.40000 1660.00| 0.40000 1660.00| 0.50000 2075.00 EDGE LINE, TYPE II YELLOW | | | 0820 663002-005 930.000 M | 0.65000 604.50| 0.65000 604.50| 0.80000 744.00 LANE LINE OR CENTERLINE, TYPE II WHITE | | | 0825 663003-005 2340.000 M | 0.40000 936.00| 0.40000 936.00| 0.50000 1170.00 BARRIER LINE, TYPE II WHITE | | | 0830 663004-004 200.000 M | 1.00000 200.00| 1.00000 200.00| 1.20000 240.00 CHANNELIZING LINE, TYPE II | | | 0835 663005-010 29.000 M | 40.00000 1160.00| 39.00000 1131.00| 45.00000 1305.00 STOP LINE, TYPE V (600MM) | | | 0840 663007-010 224.000 M | 18.00000 4032.00| 18.00000 4032.00| 21.00000 4704.00 STRIPE, TYPE V YELLOW | | | 0845 663010-010 8.000 EA | 155.00000 1240.00| 155.00000 1240.00| 180.00000 1440.00 LANE ARROW, TYPE V | | | 0850 663011-010 4.000 EA | 55.00000 220.00| 55.00000 220.00| 64.00000 256.00 LANE LETTER, TYPE V | | | SECTION TOTALS | $ 88,298.50| $ 88,269.50| $ 103,337.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 ON JOB TRAINING | | | 0855 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 0006 LANDSCAPING | | | 0998 642005-001 1.000 MGR | 550.00000 550.00| 500.00000 500.00| 580.00000 580.00 MULCH, STRAW OR HAY | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 003 -23 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9715029 COUNTIES : HARDY LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0345840 |(5) 55-0328627 |(6) 55-0461872 |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY |POLINO CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0999 642011-001 63.000 EA | 40.00000 2520.00| 25.00000 1575.00| 21.00000 1323.00 HAY OR STRAW BALE | | | 1000 651001-001 890.000 M3 | 55.00000 48950.00| 15.00000 13350.00| 18.00000 16020.00 FURNISHING AND PLACING TOPSOIL | | | 1005 654001-001 2.000 EA | 685.00000 1370.00| 650.00000 1300.00| 755.00000 1510.00 TREE, DECIDUOUS, QUERCUS RUBRA | | | 1010 654001-001 1.000 EA | 685.00000 685.00| 650.00000 650.00| 755.00000 755.00 TREE, DECIDUOUS, QUERCUS STELLATA | | | 1014 654001-001 1.000 EA | 685.00000 685.00| 650.00000 650.00| 755.00000 755.00 TREE, DECIDUOUS, ROBINIA PSEUDOACACIA | | | 1015 654003-001 7.000 EA | 132.00000 924.00| 125.00000 875.00| 145.00000 1015.00 SHRUB, DECIDUOUS, RHUS TYPHINA | | | 1016 654003-001 4.000 EA | 132.00000 528.00| 125.00000 500.00| 145.00000 580.00 SHRUB, DECIDUOUS, VIBURNUM DENTATUM | | | 1017 654003-001 7.000 EA | 132.00000 924.00| 125.00000 875.00| 145.00000 1015.00 SHRUB, DECIDUOUS, VIBURNUM PRUNIFOLIUM | | | 1018 654004-001 3.000 EA | 158.00000 474.00| 150.00000 450.00| 175.00000 525.00 SHRUB, EVERGREEN, KALMIA LATIFOLIA | | | 1019 654004-001 2.000 EA | 210.00000 420.00| 200.00000 400.00| 235.00000 470.00 SHRUB, EVERGREEN, RHODODENDRON MAXIMUM | | | 1020 654005-001 16.000 EA | 365.00000 5840.00| 350.00000 5600.00| 410.00000 6560.00 TREE, EVERGREEN, JUNIPERUS VIRGINIANA | | | 1025 654005-001 15.000 EA | 368.00000 5520.00| 350.00000 5250.00| 410.00000 6150.00 TREE, EVERGREEN, PINUS PUNGENS | | | 1030 654005-001 4.000 EA | 368.00000 1472.00| 350.00000 1400.00| 410.00000 1640.00 TREE, EVERGREEN, PINUS RIGIDA | | | 1035 654005-001 4.000 EA | 368.00000 1472.00| 350.00000 1400.00| 410.00000 1640.00 TREE, EVERGREEN, PINUS VIRGINIANA | | | 1040 654005-001 4.000 EA | 368.00000 1472.00| 350.00000 1400.00| 410.00000 1640.00 TREE, EVERGREEN, TSUGA CANADENSIS | | | 1045 654006-001 23.000 KL | 100.00000 2300.00| 100.00000 2300.00| 120.00000 2760.00 WATER FOR PLANTS | | | SECTION TOTALS | $ 76,106.00| $ 38,475.00| $ 44,938.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 16,243,914.24| $ 17,783,908.86| $ 27,621,627.25 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 0112046 COUNTIES : HARRISON LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : WALLACE ROAD PROJECT(S) : S317-0020/00-034.89 00 0STP 0020 182 E00 LOCATION: CO 20/3 - CO 1 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0328627 J. F. ALLEN COMPANY $ 191,360.37 100.0000% 2 55-0592491 DODD GENERAL CONTRACTORS CORPORATION $ 191,399.14 100.0202% 3 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 212,483.25 111.0382% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0112046 COUNTIES : HARRISON LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0328627 |(2) 55-0592491 |(3) 55-0481221 |J. F. ALLEN COMPANY |DODD GENERAL CONTRACTORS COR|MOUNTAINEER CONTRACTORS, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DRAINAGE, RESURFACING, GUARDRAIL | | | 0005 204003-000 1.000 EA | 262.50000 262.50| 252.25000 252.25| 250.00000 250.00 MOBILIZATION, PER JOB ORDER (PERMANENT) | | | 0010 204003-000 1.000 EA | 262.50000 262.50| 252.25000 252.25| 250.00000 250.00 MOBILIZATION, PER JOB ORDER (14 DAY | | | TEMPORARY) | | | 0015 229001-000 1.730 MI | 10494.45000 18155.40| 10208.09000 17660.00| 5000.00000 8650.00 SHOULDER AND DITCH | | | 0020 240001-000 112.000 LF | 23.65000 2648.80| 11.10000 1243.20| 15.00000 1680.00 CLEAN CULVERT | | | 0025 408002-001 709.000 GA | 0.01000 7.09| 0.01000 7.09| 0.50000 354.50 BITUMINOUS MATERIAL | | | 0030 607001-001 1100.000 LF | 9.40000 10340.00| 8.32000 9152.00| 9.00000 9900.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0035 607009-001 800.000 LF | 4.05000 3240.00| 3.13000 2504.00| 3.50000 2800.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0040 607010-020 1825.000 LF | 0.95000 1733.75| 0.60000 1095.00| 1.25000 2281.25 GUARDRAIL REMOVAL | | | 0045 607065-001 6.000 EA | 1218.00000 7308.00| 1170.00000 7020.00| 1200.00000 7200.00 FLARED END TERMINAL | | | 0050 607066-001 8.000 EA | 1543.50000 12348.00| 1483.00000 11864.00| 1500.00000 12000.00 TANGENT END TERMINAL | | | 0055 636006-001 8.000 DA | 0.01000 0.08| 0.01000 0.08| 430.00000 3440.00 PILOT TRUCK AND DRIVER | | | 0060 636011-001 1780.000 UN | 0.75000 1335.00| 2.29000 4076.20| 0.80000 1424.00 TRAFFIC CONTROL DEVICE | | | 0065 636014-001 800.000 HR | 0.01000 8.00| 0.01000 8.00| 0.01000 8.00 FLAGGER | | | 0070 642004-002 165.000 LB | 11.05000 1823.25| 10.59000 1747.35| 10.50000 1732.50 SEED MIXTURE, B | | | 0075 642005-002 1.260 TN | 735.00000 926.10| 706.30000 889.94| 700.00000 882.00 MULCH, WOOD CELLULOSE FIBER | | | 0080 642006-001 0.700 TN | 945.00000 661.50| 909.00000 636.30| 900.00000 630.00 FERTILIZER | | | 0085 642031-001 35.000 EA | 50.00000 1750.00| 25.00000 875.00| 50.00000 1750.00 DITCH CHECK | | | 0090 663001-005 3.460 MI | 472.50000 1634.85| 454.09000 1571.15| 450.00000 1557.00 EDGE LINE, TYPE II WHITE (PERMANENT) | | | 0095 663001-005 3.460 MI | 472.50000 1634.85| 454.09000 1571.15| 450.00000 1557.00 EDGE LINE, TYPE II WHITE (14 DAY | | | TEMPORARY) | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0112046 COUNTIES : HARRISON LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0328627 |(2) 55-0592491 |(3) 55-0481221 |J. F. ALLEN COMPANY |DODD GENERAL CONTRACTORS COR|MOUNTAINEER CONTRACTORS, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 663002-004 1.940 MI | 525.00000 1018.50| 504.50000 978.73| 500.00000 970.00 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | (PERMANENT) | | | 0105 663002-004 1.940 MI | 525.00000 1018.50| 504.50000 978.73| 500.00000 970.00 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | (14 DAY TEMPORARY) | | | 0110 307005-001 AA1 1011.000 TN | 16.90000 17085.90| 8.70000 8795.70| 18.00000 18198.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0115 307005-002 AA2 910.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0120 307005-001 BB1 2.000 TN | 87.45000 174.90| 100.00000 200.00| 50.00000 100.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 7 | | | 0125 307005-002 BB2 1.800 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 7 | | | 0130 401001-001 CC1 1949.000 TN | 32.10000 62562.90| 31.98000 62329.02| 40.00000 77960.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0135 401001-002 CC2 1754.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0140 401002-001 DD1 1300.000 TN | 33.40000 43420.00| 42.84000 55692.00| 43.03000 55939.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE 1 | | | 0145 401002-002 DD2 1170.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 191,360.37| $ 191,399.14| $ 212,483.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 191,360.37| $ 191,399.14| $ 212,483.25 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 0112052 COUNTIES : MONONGALIA LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : EASTON HILL - CANYON ROAD PROJECT(S) : S331-0119/00-017.44 00 00NH 0119 148 E00 LOCATION: CO 857 - CO 119/31 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 170,014.95 100.0000% 2 55-0592491 DODD GENERAL CONTRACTORS CORPORATION $ 170,744.41 100.4290% 3 55-0328627 J. F. ALLEN COMPANY $ 195,226.69 114.8291% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0112052 COUNTIES : MONONGALIA LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 55-0592491 |(3) 55-0328627 |MOUNTAINEER CONTRACTORS, INC|DODD GENERAL CONTRACTORS COR|J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DRAINAGE, RESURFACING, GUARDRAIL | | | 0005 204003-000 1.000 EA | 250.00000 250.00| 314.25000 314.25| 262.50000 262.50 MOBILIZATION, PER JOB ORDER (PERMANENT) | | | 0010 204003-000 1.000 EA | 500.00000 500.00| 504.50000 504.50| 525.00000 525.00 MOBILIZATION, PER JOB ORDER (3 DAY | | | TEMPORARY) | | | 0015 218003-000 12.000 CY | 124.83000 1497.96| 175.00000 2100.00| 216.10000 2593.20 GABION | | | 0020 229001-000 1.100 MI | 6000.00000 6600.00| 14828.18000 16311.00| 5971.60000 6568.76 SHOULDER AND DITCH | | | 0025 240001-000 40.000 LF | 22.00000 880.00| 22.20000 888.00| 46.20000 1848.00 CLEAN CULVERT | | | 0030 408002-001 550.000 GA | 0.50000 275.00| 0.78000 429.00| 0.01000 5.50 BITUMINOUS MATERIAL | | | 0035 604002-020 9.000 LF | 175.00000 1575.00| 124.00000 1116.00| 205.50000 1849.50 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0040 605009-001 9.000 EA | 1300.00000 11700.00| 1640.00000 14760.00| 2006.60000 18059.40 TYPE G INLET | | | 0045 607001-001 1012.500 LF | 8.50000 8606.25| 8.58000 8687.25| 8.95000 9061.88 TYPE 1 GUARDRAIL, CLASS 1 | | | 0050 607009-001 2800.000 LF | 2.77000 7756.00| 2.79000 7812.00| 2.95000 8260.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0055 607010-020 1175.000 LF | 1.00000 1175.00| 1.01000 1186.75| 1.05000 1233.75 GUARDRAIL REMOVAL | | | 0060 607035-001 20.000 EA | 45.00000 900.00| 45.40000 908.00| 47.25000 945.00 GUARDRAIL ELEMENT | | | 0065 607065-001 1.000 EA | 1400.00000 1400.00| 1401.40000 1401.40| 1470.00000 1470.00 FLARED END TERMINAL | | | 0070 607066-001 6.000 EA | 1500.00000 9000.00| 1513.50000 9081.00| 1575.00000 9450.00 TANGENT END TERMINAL | | | 0075 636006-001 5.000 DA | 400.00000 2000.00| 401.00000 2005.00| 500.00000 2500.00 PILOT TRUCK AND DRIVER | | | 0080 636011-001 2590.000 UN | 0.80000 2072.00| 2.98000 7718.20| 0.75000 1942.50 TRAFFIC CONTROL DEVICE | | | 0085 636014-001 500.000 HR | 0.01000 5.00| 0.01000 5.00| 40.00000 20000.00 FLAGGER | | | 0090 642004-002 100.000 LB | 10.00000 1000.00| 10.09000 1009.00| 10.50000 1050.00 SEED MIXTURE, B | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0112052 COUNTIES : MONONGALIA LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 55-0592491 |(3) 55-0328627 |MOUNTAINEER CONTRACTORS, INC|DODD GENERAL CONTRACTORS COR|J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 642005-002 0.750 TN | 1000.00000 750.00| 1009.00000 756.75| 1050.00000 787.50 MULCH, WOOD CELLULOSE FIBER | | | 0100 642006-001 0.400 TN | 900.00000 360.00| 909.00000 363.60| 945.00000 378.00 FERTILIZER | | | 0105 642031-001 24.000 EA | 50.00000 1200.00| 25.00000 600.00| 50.00000 1200.00 DITCH CHECK | | | 0110 663001-004 11480.000 LF | 0.11000 1262.80| 0.11000 1262.80| 0.15000 1722.00 EDGE LINE, TYPE II WHITE (PERMANENT) | | | 0115 663001-004 11480.000 LF | 0.11000 1262.80| 0.11000 1262.80| 0.15000 1722.00 EDGE LINE, TYPE II WHITE (3 DAY | | | TEMPORARY) | | | 0120 663002-005 200.000 LF | 0.50000 100.00| 0.50000 100.00| 0.55000 110.00 LANE LINE OR CENTERLINE, TYPE II WHITE | | | (PERMANENT) | | | 0125 663002-005 200.000 LF | 0.50000 100.00| 0.50000 100.00| 0.55000 110.00 LANE LINE OR CENTERLINE, TYPE II WHITE | | | (3 DAY TEMPORARY) | | | 0130 663002-005 11494.000 LF | 0.11000 1264.34| 0.11000 1264.34| 0.15000 1724.10 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | (PERMANENT) | | | 0135 663002-005 11494.000 LF | 0.11000 1264.34| 0.11000 1264.34| 0.15000 1724.10 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | (3 DAY TEMPORARY) | | | 0140 663007-010 297.000 LF | 5.50000 1633.50| 5.50000 1633.50| 5.80000 1722.60 STRIPE, TYPE V YELLOW (12") | | | 0145 307005-001 AA1 480.000 TN | 14.00000 6720.00| 6.00000 2880.00| 15.80000 7584.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0150 307005-002 AA2 432.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0155 307005-001 BB1 38.000 TN | 25.00000 950.00| 42.00000 1596.00| 34.75000 1320.50 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 7 | | | 0160 307005-002 BB2 34.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 7 | | | 0165 401001-001 CC1 1282.000 TN | 35.78000 45869.96| 31.71000 40652.22| 34.00000 43588.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0170 401001-002 CC2 1154.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 005 -4 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0112052 COUNTIES : MONONGALIA LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 55-0592491 |(3) 55-0328627 |MOUNTAINEER CONTRACTORS, INC|DODD GENERAL CONTRACTORS COR|J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0175 401007-001 DD1 105.000 TN | 45.00000 4725.00| 34.35000 3606.75| 52.90000 5554.50 MARSHALL SCRATCH COURSE, STONE OR GRAVEL| | | 0180 401007-002 DD2 95.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0185 402001-001 EE1 1008.000 TN | 45.00000 45360.00| 36.87000 37164.96| 38.05000 38354.40 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0190 402001-002 EE2 907.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | SECTION TOTALS | $ 170,014.95| $ 170,744.41| $ 195,226.69 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 170,014.95| $ 170,744.41| $ 195,226.69 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 0112048 COUNTIES : DODDRIDGE LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : WALDO RUN - SALEM ROAD PROJECT(S) : S309-0050/00-015.71 00 00NH 0050 193 E00 LOCATION: 0.45 MI E CO 50/13 - HARRISON CO LINE 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0583614 CARL KELLY PAVING, INC. $ 660,174.03 100.0000% 2 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 668,110.00 101.2021% 3 55-0570769 WEST VIRGINIA PAVING, INC. $ 696,150.75 105.4495% 4 55-0328627 J. F. ALLEN COMPANY $ 700,075.80 106.0441% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0112048 COUNTIES : DODDRIDGE LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0583614 |(2) 55-0481221 |(3) 55-0570769 |CARL KELLY PAVING, INC. |MOUNTAINEER CONTRACTORS, 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| 3335.10000 3335.10| 5013.56000 5013.56| 2500.00000 2500.00 MOBILIZATION | | | 0010 408002-001 4730.000 GA | 0.01000 47.30| 0.50000 2365.00| 0.80000 3784.00 BITUMINOUS MATERIAL | | | 0012 415005-001 750.000 SY | 6.59000 4942.50| 35.00000 26250.00| 6.00000 4500.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0015 607001-001 6400.000 LF | 8.98000 57472.00| 8.50000 54400.00| 8.50000 54400.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0020 636008-001 79820.000 LF | 0.16000 12771.20| 0.12000 9578.40| 0.15000 11973.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0025 636011-001 74625.000 UN | 0.69000 51491.25| 0.64000 47760.00| 0.65000 48506.25 TRAFFIC CONTROL DEVICE | | | 0030 636012-010 4.000 EA | 211.75000 847.00| 0.01000 0.04| 200.00000 800.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0035 636013-001 850.000 EA | 1.32000 1122.00| 0.01000 8.50| 1.25000 1062.50 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0040 636014-001 300.000 HR | 0.01000 3.00| 0.01000 3.00| 0.01000 3.00 FLAGGER | | | 0045 636021-001 60.000 DA | 15.88000 952.80| 10.00000 600.00| 15.00000 900.00 ELECTRIC ARROW | | | 0050 636022-001 60.000 DA | 52.94000 3176.40| 35.00000 2100.00| 50.00000 3000.00 CHANGAEBLE MESSAGE SIGN | | | 0055 636025-001 1200.000 DA | 1.32000 1584.00| 0.95000 1140.00| 1.25000 1500.00 WARNING LIGHTS, TYPE "B" | | | 0060 663001-004 35500.000 LF | 0.11000 3905.00| 0.12000 4260.00| 0.10000 3550.00 EDGE LINE, TYPE II WHITE | | | 0065 663001-004 35500.000 LF | 0.11000 3905.00| 0.12000 4260.00| 0.10000 3550.00 EDGE LINE, TYPE II YELLOW | | | 0070 663002-005 8820.000 LF | 0.16000 1411.20| 0.12000 1058.40| 0.15000 1323.00 LANE LINE OR CENTERLINE, TYPE II | | | 0075 663003-005 420.000 LF | 0.11000 46.20| 0.12000 50.40| 0.10000 42.00 BARRIER LINE, TYPE II | | | 0080 663004-004 1500.000 LF | 0.16000 240.00| 0.25000 375.00| 0.15000 225.00 CHANNELIZING LINE, TYPE II | | | 0085 663005-010 72.000 LF | 11.65000 838.80| 11.00000 792.00| 11.25000 810.00 STOP LINE, TYPE V | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 006 -3 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0112048 COUNTIES : DODDRIDGE LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0583614 |(2) 55-0481221 |(3) 55-0570769 |CARL KELLY PAVING, INC. |MOUNTAINEER CONTRACTORS, INC|WEST VIRGINIA PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 663010-010 20.000 EA | 153.52000 3070.40| 150.00000 3000.00| 145.00000 2900.00 LANE ARROW, TYPE V | | | 0095 663011-010 32.000 EA | 47.64000 1524.48| 60.00000 1920.00| 48.00000 1536.00 LANE LETTER, TYPE V | | | 0100 663012-208 478.000 EA | 21.70000 10372.60| 22.00000 10516.00| 20.50000 9799.00 RAISED PAVEMENT MARKER, TYPE P-2 LP | | | (LOW PROFILE) | | | 0105 307005-001 AA1 1880.000 TN | 17.35000 32618.00| 17.02000 31997.60| 18.70000 35156.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0110 307005-002 AA2 1692.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0115 401007-001 BB1 2725.000 TN | 34.60000 94285.00| 32.60000 88835.00| 35.00000 95375.00 MARSHALL SCRATCH COURSE, STONE OR GRAVEL| | | 0120 401007-002 BB2 2453.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0125 402001-001 CC1 10762.000 TN | 34.40000 370212.80| 34.55000 371827.10| 38.00000 408956.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0130 402001-002 CC2 9685.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | SECTION TOTALS | $ 660,174.03| $ 668,110.00| $ 696,150.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 660,174.03| $ 668,110.00| $ 696,150.75 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 006 -4 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0112048 COUNTIES : DODDRIDGE LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 | | |J. F. ALLEN COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0005 204001-000 LUMP| 20999.00000 20999.00| | MOBILIZATION | | | 0010 408002-001 4730.000 GA | 0.01000 47.30| | BITUMINOUS MATERIAL | | | 0012 415005-001 750.000 SY | 5.80000 4350.00| | REMOVE EXISTING PAVEMENT SURFACE | | | 0015 607001-001 6400.000 LF | 8.90000 56960.00| | TYPE 1 GUARDRAIL, CLASS 1 | | | 0020 636008-001 79820.000 LF | 0.15000 11973.00| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0025 636011-001 74625.000 UN | 0.70000 52237.50| | TRAFFIC CONTROL DEVICE | | | 0030 636012-010 4.000 EA | 210.00000 840.00| | PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0035 636013-001 850.000 EA | 1.35000 1147.50| | INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0040 636014-001 300.000 HR | 40.00000 12000.00| | FLAGGER | | | 0045 636021-001 60.000 DA | 15.75000 945.00| | ELECTRIC ARROW | | | 0050 636022-001 60.000 DA | 52.50000 3150.00| | CHANGAEBLE MESSAGE SIGN | | | 0055 636025-001 1200.000 DA | 1.35000 1620.00| | WARNING LIGHTS, TYPE "B" | | | 0060 663001-004 35500.000 LF | 0.15000 5325.00| | EDGE LINE, TYPE II WHITE | | | 0065 663001-004 35500.000 LF | 0.15000 5325.00| | EDGE LINE, TYPE II YELLOW | | | 0070 663002-005 8820.000 LF | 0.15000 1323.00| | LANE LINE OR CENTERLINE, TYPE II | | | 0075 663003-005 420.000 LF | 0.15000 63.00| | BARRIER LINE, TYPE II | | | 0080 663004-004 1500.000 LF | 0.30000 450.00| | CHANNELIZING LINE, TYPE II | | | 0085 663005-010 72.000 LF | 11.55000 831.60| | STOP LINE, TYPE V | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 006 -5 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0112048 COUNTIES : DODDRIDGE LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0328627 | | |J. F. ALLEN COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 663010-010 20.000 EA | 157.50000 3150.00| | LANE ARROW, TYPE V | | | 0095 663011-010 32.000 EA | 65.00000 2080.00| | LANE LETTER, TYPE V | | | 0100 663012-208 478.000 EA | 23.10000 11041.80| | RAISED PAVEMENT MARKER, TYPE P-2 LP | | | (LOW PROFILE) | | | 0105 307005-001 AA1 1880.000 TN | 16.70000 31396.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0110 307005-002 AA2 1692.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0115 401007-001 BB1 2725.000 TN | 34.10000 92922.50| | MARSHALL SCRATCH COURSE, STONE OR GRAVEL| | | 0120 401007-002 BB2 2453.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0125 402001-001 CC1 10762.000 TN | 35.30000 379898.60| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0130 402001-002 CC2 9685.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | SECTION TOTALS | $ 700,075.80| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 700,075.80| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 0115241 COUNTIES : HANCOCK LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : CHESTER MAIN STREET PROJECT(S) : S315-0002/00-020.23 00 00NH 0002 382 E00 LOCATION: BEG: 0.79 MI S US 30 END: JCT US 30 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 34-1308133 DAVID P. LASH JR. DBA LASH EXCAVATING & PAVING $ 158,383.07 100.0000% 2 31-1459264 TRI-STATE ASPHALT COMPANY $ 177,474.10 112.0537% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0115241 COUNTIES : HANCOCK LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 34-1308133 |(2) 31-1459264 | |LASH EXCAVATING & PAVING |TRI-STATE ASPHALT COMPANY | 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 | 270.00000 270.00| 300.00000 300.00| MOBILIZATION, PER PERM PAINT | | | 0010 204003-000 1.000 EA | 800.00000 800.00| 850.00000 850.00| MOBILIZATION, PER TEMP PAINT | | | 0015 408002-001 455.000 GA | 2.31000 1051.05| 2.00000 910.00| BITUMINOUS MATERIAL | | | 0020 415005-001 15167.000 SY | 0.96000 14560.32| 2.00000 30334.00| REMOVE EXISTING PAVEMENT SURFACE | | | 0025 503006-001 10693.000 LF | 1.12000 11976.16| 1.40000 14970.20| SAW AND SEAL, HOTPOUR SEAL METHOD | | | 0030 506001-001 261.500 SY | 203.36000 53178.64| 140.00000 36610.00| CONCRETE PAVEMENT REPAIR | | | 0035 605015-001 8.000 EA | 853.15000 6825.20| 615.00000 4920.00| ADJUST MANHOLE TYPE A | | | 0040 609001-001 132.000 SY | 62.78000 8286.96| 115.00000 15180.00| CONCRETE SIDEWALK | | | 0045 636011-001 4439.000 UN | 0.89000 3950.71| 0.80000 3551.20| TRAFFIC CONTROL DEVICE | | | 0050 636014-001 450.000 HR | 33.50000 15075.00| 40.00000 18000.00| FLAGGER | | | 0055 636014-002 80.000 HR | 38.00000 3040.00| 40.00000 3200.00| TRAFFIC DIRECTOR | | | 0060 663001-005 0.390 MI | 1008.92000 393.48| 1000.00000 390.00| EDGE LINE, TYPE II PERM WHITE | | | 0065 663001-005 0.390 MI | 1008.92000 393.48| 1000.00000 390.00| EDGE LINE, TYPE II TEMP WHITE | | | 0070 663002-004 2.000 MI | 801.45000 1602.90| 800.00000 1600.00| LANE LINE OR CENTERLINE, TYPE II PERM | | | YELLOW | | | 0075 663002-004 2.000 MI | 801.45000 1602.90| 800.00000 1600.00| LANE LINE OR CENTERLINE, TYPE II TEMP | | | YELLOW | | | 0080 663004-004 398.000 LF | 0.37000 147.26| 0.40000 159.20| CHANNELIZING LINE, TYPE II 6 IN WHITE | | | 0085 663005-010 20.000 LF | 11.89000 237.80| 12.00000 240.00| STOP LINE, TYPE V 24 IN. WHITE | | | 0090 663006-010 734.000 LF | 5.86000 4301.24| 6.00000 4404.00| CROSSWALK LINE, TYPE V 12 IN. WHITE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 007 -3 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0115241 COUNTIES : HANCOCK LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 34-1308133 |(2) 31-1459264 | |LASH EXCAVATING & PAVING |TRI-STATE ASPHALT COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 663007-010 9.000 LF | 6.52000 58.68| 6.00000 54.00| STRIPE, TYPE V 12 IN. YELLOW | | | 0100 663010-010 5.000 EA | 160.29000 801.45| 160.00000 800.00| LANE ARROW, TYPE V | | | 0105 663011-010 12.000 EA | 55.00000 660.00| 50.00000 600.00| LANE LETTER, TYPE V | | | 0110 670023-001 12.000 EA | 25.00000 300.00| 240.00000 2880.00| ADJUSTING VALVE BOX | | | 0115 402001-001 AA1 836.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0120 402001-002 AA2 794.000 TN | 36.36000 28869.84| 44.75000 35531.50| MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | 0125 402001-003 AA3 886.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STEEL SLAG, TYPE 1 | | | SECTION TOTALS | $ 158,383.07| $ 177,474.10| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 158,383.07| $ 177,474.10| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 008 -1 VENDOR RANKING CALL ORDER : 008 CONTRACT ID : 0112051 COUNTIES : MONONGALIA LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : UNIVERSITY AVENUE PROJECT(S) : S331-0119/00-012.16 00 0STP 0119 147 E00 LOCATION: 0.10 MI N CO 857 - 0.76 MI N CO 857 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 447,395.00 100.0000% 2 55-0328627 J. F. ALLEN COMPANY $ 520,033.54 116.2358% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 008 -2 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0112051 COUNTIES : MONONGALIA LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 55-0328627 | |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, GUARDRAIL | | | 0005 204001-000 LUMP| 42331.23000 42331.23| 17609.15000 17609.15| MOBILIZATION | | | 0010 204003-000 1.000 EA | 250.00000 250.00| 262.50000 262.50| MOBILIZATION, PER JOB ORDER (PERMANENT) | | | 0015 204003-000 1.000 EA | 500.00000 500.00| 525.00000 525.00| MOBILIZATION, PER JOB ORDER (3 DAY | | | TEMPORARY) | | | 0020 408002-001 850.000 GA | 0.50000 425.00| 0.01000 8.50| BITUMINOUS MATERIAL | | | 0025 415005-001 2062.000 SY | 8.00000 16496.00| 2.80000 5773.60| REMOVE EXISTING PAVEMENT SURFACE | | | 0030 506002-001 776.000 SY | 129.62000 100585.12| 186.80000 144956.80| HIGH EARLY STRENGTH CONCRETE PAVEMENT | | | REPAIR | | | 0035 605004-005 20.000 LF | 300.00000 6000.00| 477.75000 9555.00| CONCRETE BOX DITCH | | | 0040 605015-001 2.000 EA | 1000.00000 2000.00| 1200.00000 2400.00| ADJUST MANHOLE TYPE A | | | 0045 607001-001 737.500 LF | 9.25000 6821.88| 9.75000 7190.63| TYPE 1 GUARDRAIL, CLASS 1 | | | 0050 607009-001 862.500 LF | 2.70000 2328.75| 2.85000 2458.13| TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0055 607010-001 712.500 LF | 1.00000 712.50| 1.05000 748.13| TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0060 607025-001 1.000 EA | 300.00000 300.00| 315.00000 315.00| CUT SLOPE TERMINAL, TYPE A | | | 0065 607035-001 3.000 EA | 100.00000 300.00| 105.00000 315.00| GUARDRAIL ELEMENT | | | 0070 636008-001 27048.000 LF | 0.15000 4057.20| 0.20000 5409.60| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0075 636009-001 7200.000 LF | 0.99000 7128.00| 1.05000 7560.00| TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0080 636011-001 26450.000 UN | 0.80000 21160.00| 0.75000 19837.50| TRAFFIC CONTROL DEVICE | | | 0085 636014-001 2400.000 HR | 0.01000 24.00| 40.00000 96000.00| FLAGGER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 008 -3 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0112051 COUNTIES : MONONGALIA LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 55-0328627 | |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 636021-001 120.000 DA | 0.01000 1.20| 12.60000 1512.00| ELECTRIC ARROW | | | 0095 639001-001 LUMP| 15000.00000 15000.00| 2600.00000 2600.00| CONSTRUCTION LAYOUT STAKE | | | 0100 663001-004 7012.000 LF | 0.12000 841.44| 0.15000 1051.80| EDGE LINE, TYPE II WHITE (PERMANENT) | | | 0105 663001-004 7012.000 LF | 0.12000 841.44| 0.15000 1051.80| EDGE LINE, TYPE II WHITE (3 DAY | | | TEMPORARY) | | | 0110 663002-005 6762.000 LF | 0.12000 811.44| 0.15000 1014.30| LANE LINE OR CENTERLINE, TYPE II WHITE | | | (PERMANENT) | | | 0115 663002-005 6762.000 LF | 0.12000 811.44| 0.15000 1014.30| LANE LINE OR CENTERLINE, TYPE II WHITE | | | (3 DAY TEMPORARY) | | | 0120 663003-005 13214.000 LF | 0.12000 1585.68| 0.15000 1982.10| BARRIER LINE, TYPE II (PERMANENT) | | | 0125 663003-005 13214.000 LF | 0.12000 1585.68| 0.15000 1982.10| BARRIER LINE, TYPE II (3 DAY TEMPORARY) | | | 0130 663004-011 60.000 LF | 4.25000 255.00| 4.50000 270.00| CHANNELIZING LINE, TYPE V 8" PERMANENT | | | 0135 663004-011 60.000 LF | 4.25000 255.00| 4.50000 270.00| CHANNELIZING LINE, TYPE V 8" TEMPORARY | | | 0140 663005-010 79.000 LF | 11.00000 869.00| 11.55000 912.45| STOP LINE, TYPE V 24" | | | 0145 663007-010 3179.000 LF | 11.00000 34969.00| 5.45000 17325.55| STRIPE, TYPE V YELLOW 12" | | | 0150 663010-010 2.000 EA | 150.00000 300.00| 157.50000 315.00| LANE ARROW, TYPE V | | | 0155 663011-010 4.000 EA | 50.00000 200.00| 52.50000 210.00| LANE LETTER, TYPE V | | | 0160 401001-001 AA1 3117.000 TN | 37.00000 115329.00| 34.70000 108159.90| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0165 401001-002 AA2 2805.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0170 402001-001 BB1 1558.000 TN | 40.00000 62320.00| 38.15000 59437.70| MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 008 -4 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0112051 COUNTIES : MONONGALIA LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 55-0328627 | |MOUNTAINEER CONTRACTORS, INC|J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0175 402001-002 BB2 1402.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | SECTION TOTALS | $ 447,395.00| $ 520,033.54| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 447,395.00| $ 520,033.54| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 009 -1 VENDOR RANKING CALL ORDER : 009 CONTRACT ID : 0112340 COUNTIES : GREENBRIER LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 09 CONTRACT DESCRIPTION : SAM BLACK TO LOUDERMILK ROAD PROJECT(S) : S313-0064/00-155.60 00 00IM 0644 132 C00 LOCATION: 0.36 MI W US 60 - 0.14 MI W CO 60/7 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 2,199,623.54 100.0000% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 009 -2 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0112340 COUNTIES : GREENBRIER LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 09 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 ROADWAY | | | 0005 204001-000 LUMP| 164445.00000 164445.00| | MOBILIZATION | | | 0010 207001-001 982.000 CY | 20.00000 19640.00| | UNCLASSIFIED EXCAVATION | | | 0015 229001-000 2.510 MI | 9500.00000 23845.00| | SHOULDER AND DITCH | | | 0020 408002-001 3576.000 GA | 1.00000 3576.00| | BITUMINOUS MATERIAL | | | 0025 415005-001 4364.000 SY | 5.86000 25573.04| | REMOVE EXISTING PAVEMENT SURFACE | | | 0030 506001-001 657.000 SY | 175.00000 114975.00| | CONCRETE PAVEMENT REPAIR | | | 0035 507002-001 69.900 TN | 100.00000 6990.00| | CRACK AND POTHOLE REPAIR | | | 0040 636008-001 60000.000 LF | 0.35000 21000.00| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0045 636009-001 2000.000 LF | 1.50000 3000.00| | TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0050 636011-001 68720.000 UN | 0.50000 34360.00| | TRAFFIC CONTROL DEVICE | | | 0055 636012-010 4.000 EA | 300.00000 1200.00| | PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0060 636013-001 900.000 EA | 15.00000 13500.00| | INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0065 636014-001 600.000 HR | 0.01000 6.00| | FLAGGER | | | 0070 636014-002 100.000 HR | 45.00000 4500.00| | TRAFFIC DIRECTOR | | | 0075 636021-001 240.000 DA | 1.00000 240.00| | ELECTRIC ARROW | | | 0080 636022-001 250.000 DA | 1.00000 250.00| | CHANGAEBLE MESSAGE SIGN | | | 0085 636025-001 1500.000 DA | 1.50000 2250.00| | WARNING LIGHTS, TYPE B | | | 0090 636028-001 100.000 DA | 25.00000 2500.00| | SHADOW VEHICLE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 009 -3 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0112340 COUNTIES : GREENBRIER LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 | | |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 636030-001 240.000 DA | 1.00000 240.00| | SPEED MONITORING TRAILER | | | 0100 639001-001 LUMP| 50000.00000 50000.00| | CONSTRUCTION LAYOUT STAKE | | | 0105 642004-002 180.000 LB | 20.00000 3600.00| | SEED MIXTURE, B | | | 0110 642005-001 3.500 TN | 1400.00000 4900.00| | MULCH, STRAW OR HAY | | | 0115 642006-001 3.500 TN | 150.00000 525.00| | FERTILIZER | | | 0120 642031-001 5.000 EA | 25.00000 125.00| | DITCH CHECK | | | 0125 657008-001 40.000 LF | 9.00000 360.00| | 2.00 LB CHANNEL POST | | | 0130 661001-001 16.000 SF | 26.00000 416.00| | 0.080 IN FLAT SHEET SIGN | | | 0135 661007-001 4.000 UN | 81.00000 324.00| | DELINEATOR, THREE PER UNIT, AMBER | | | 0140 307005-001 AA1 6622.000 TN | 12.50000 82775.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0145 307005-002 AA2 6027.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0150 401001-011 BB1 16225.000 TN | 46.25000 750406.25| | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0155 401001-012 BB2 14765.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0160 401007-011 CC1 2289.000 TN | 49.50000 113305.50| | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL | | | 0165 401007-012 CC2 2083.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, SLAG | | | 0170 401014-011 DD1 1944.000 TN | 49.50000 96228.00| | SUPERPAVE HOT-MIX ASPHALT FOR SHOULDER | | | REPAIR, STONE OR GRAVEL, TYPE 19 | | | 0175 401014-012 DD2 1769.000 TN | | | SUPERPAVE HOT-MIX ASPHALT FOR SHOULDER | | | REPAIR, SLAG, TYPE 19 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 009 -4 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0112340 COUNTIES : GREENBRIER LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 09 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 402001-011 EE1 10785.000 TN | 49.45000 533318.25| | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0185 402001-012 EE2 9814.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | SECTION TOTALS | $ 2,078,373.04| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GUARDRAIL | | | 0190 607001-001 312.500 LF | 20.00000 6250.00| | TYPE 1 GUARDRAIL, CLASS I | | | 0195 607009-001 2925.000 LF | 8.00000 23400.00| | TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0200 607030-001 1.000 EA | 500.00000 500.00| | SPECIAL TRAILING END TERMINAL | | | 0205 607030-002 4.000 EA | 500.00000 2000.00| | SPECIAL TRAILING END TERMINAL, REMOVED | | | AND RESET | | | 0210 607039-001 369.000 EA | 9.50000 3505.50| | 6X6X14 IN TREATED WOOD BLOCK | | | 0215 607066-001 6.000 EA | 2800.00000 16800.00| | TANGENT END TERMINAL | | | SECTION TOTALS | $ 52,455.50| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 PAVEMENT MARKINGS | | | 0220 663001-019 26000.000 LF | 0.80000 20800.00| | EDGE LINE, TYPE IX WHITE | | | 0225 663001-019 25500.000 LF | 0.80000 20400.00| | EDGE LINE, TYPE IX YELLOW | | | 0230 663002-019 6000.000 LF | 1.02000 6120.00| | LANE LINE OR CENTERLINE, TYPE IX WHITE | | | 0235 663005-010 30.000 LF | 18.50000 555.00| | STOP LINE, TYPE V 24" | | | 0240 663007-010 500.000 LF | 17.00000 8500.00| | STRIPE, TYPE V 24" | | | 0245 663012-208 360.000 EA | 34.50000 12420.00| | RAISED PAVEMENT MARKER, TYPE P-2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 009 -5 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0112340 COUNTIES : GREENBRIER LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 09 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 TOTALS | $ 68,795.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,199,623.54| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 010 -1 VENDOR RANKING CALL ORDER : 010 CONTRACT ID : 0113843 COUNTIES : MONONGALIA LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : SABRATON TO PEIRPONT PROJECT(S) : S331-0068/00-004.31 00 00NH 0068 100 C00 LOCATION: OP WV 7 - OP CO 857 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0583614 CARL KELLY PAVING, INC. $ 1,963,539.15 100.0000% 2 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 1,994,148.00 101.5588% 3 55-0328627 J. F. ALLEN COMPANY $ 2,118,815.36 107.9079% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 010 -2 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0113843 COUNTIES : MONONGALIA LETTING DATE : 02/20/02 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 ROADWAY | | | 0005 204001-000 LUMP| 18648.17000 18648.17| 15000.00000 15000.00| 63565.00000 63565.00 MOBILIZATION | | | 0010 207001-001 1170.000 CY | 15.74000 18415.80| 15.00000 17550.00| 10.25000 11992.50 UNCLASSIFIED EXCAVATION | | | 0015 207021-000 3.000 EA | 233.19000 699.57| 250.00000 750.00| 1500.00000 4500.00 REMOVE EXISTING MEDIAN CROSSOVER | | | 0020 211001-000 400.000 CY | 13.54000 5416.00| 20.00000 8000.00| 20.00000 8000.00 UNCLASSIFIED BORROW EXCAVATION | | | 0025 211008-000 99.000 TN | 22.92000 2269.08| 20.00000 1980.00| 30.40000 3009.60 ROCK BORROW EXCAVATION | | | 0030 229001-000 2.900 MI | 2224.61000 6451.37| 12000.00000 34800.00| 100.00000 290.00 SHOULDER AND DITCH | | | 0035 408002-001 4505.000 GA | 1.06000 4775.30| 0.50000 2252.50| 1.25000 5631.25 BITUMINOUS MATERIAL | | | 0040 415005-001 4526.000 SY | 3.33000 15071.58| 5.00000 22630.00| 2.90000 13125.40 REMOVE EXISTING PAVEMENT SURFACE | | | 0045 506001-001 475.000 SY | 132.18000 62785.50| 130.00000 61750.00| 157.40000 74765.00 CONCRETE PAVEMENT REPAIR | | | 0050 507002-001 82.000 TN | 75.00000 6150.00| 30.00000 2460.00| 25.00000 2050.00 CRACK AND POTHOLE REPAIR | | | 0055 601046-001 1.000 EA | 1929.86000 1929.86| 3000.00000 3000.00| 3500.00000 3500.00 MODIFIED CONCRETE END POST | | | 0060 604001-006 340.000 LF | 9.37000 3185.80| 15.00000 5100.00| 11.65000 3961.00 8 INCH METALLIC COATED CORRUGATED STEEL | | | PIPE, A1 | | | 0065 605012-001 2.000 EA | 882.53000 1765.06| 1800.00000 3600.00| 2000.00000 4000.00 ADJUST INLET TYPE G | | | 0070 636008-001 105000.000 LF | 0.16000 16800.00| 0.15000 15750.00| 0.15000 15750.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0075 636009-001 2000.000 LF | 1.06000 2120.00| 0.95000 1900.00| 1.00000 2000.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0080 636011-001 75240.000 UN | 0.85000 63954.00| 0.78000 58687.20| 0.85000 63954.00 TRAFFIC CONTROL DEVICE | | | 0085 636012-010 4.000 EA | 211.88000 847.52| 0.01000 0.04| 210.00000 840.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0090 636013-001 1200.000 EA | 2.12000 2544.00| 0.01000 12.00| 1.05000 1260.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 010 -3 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0113843 COUNTIES : MONONGALIA LETTING DATE : 02/20/02 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 636014-001 600.000 HR | 0.01000 6.00| 40.00000 24000.00| 40.00000 24000.00 FLAGGER | | | 0100 636014-002 120.000 HR | 37.08000 4449.60| 36.00000 4320.00| 50.00000 6000.00 TRAFFIC DIRECTOR | | | 0105 636021-001 360.000 DA | 15.89000 5720.40| 10.00000 3600.00| 10.50000 3780.00 ELECTRIC ARROW | | | 0110 636022-001 300.000 DA | 39.73000 11919.00| 35.00000 10500.00| 36.75000 11025.00 CHANGAEBLE MESSAGE SIGN | | | 0115 636025-001 2000.000 DA | 1.01000 2020.00| 1.25000 2500.00| 1.35000 2700.00 WARNING LIGHTS, TYPE B | | | 0120 636030-001 300.000 DA | 37.08000 11124.00| 30.00000 9000.00| 36.75000 11025.00 SPEED MONITORING TRAILER | | | 0125 639001-001 LUMP| 2935.58000 2935.58| 14029.50000 14029.50| 15094.35000 15094.35 CONSTRUCTION LAYOUT STAKE | | | 0130 642004-002 755.000 LB | 4.40000 3322.00| 4.15000 3133.25| 3.70000 2793.50 SEED MIXTURE, B | | | 0135 642005-001 15.000 TN | 582.68000 8740.20| 550.00000 8250.00| 351.75000 5276.25 MULCH, STRAW OR HAY | | | 0140 642006-001 15.000 TN | 105.94000 1589.10| 100.00000 1500.00| 210.00000 3150.00 FERTILIZER | | | 0145 642031-001 25.000 EA | 27.65000 691.25| 100.00000 2500.00| 75.00000 1875.00 DITCH CHECK | | | 0150 657008-001 591.000 LF | 4.77000 2819.07| 4.75000 2807.25| 4.75000 2807.25 2.00 LB CHANNEL POST | | | 0155 661001-001 32.000 SF | 26.49000 847.68| 25.00000 800.00| 26.25000 840.00 0.080 IN FLAT SHEET SIGN | | | 0160 661004-001 18.000 EA | 3.71000 66.78| 3.50000 63.00| 3.70000 66.60 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | AMBER | | | 0165 661004-001 72.000 EA | 3.71000 267.12| 3.50000 252.00| 3.70000 266.40 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | WHITE | | | 0170 661007-001 8.000 UN | 21.19000 169.52| 20.00000 160.00| 21.00000 168.00 DELINEATOR, THREE PER UNIT, AMBER | | | 0175 661008-001 16.000 EA | 23.31000 372.96| 22.00000 352.00| 23.10000 369.60 DELINEATOR BRACKET, TYPE C | | | 0180 661013-001 264.000 EA | 29.66000 7830.24| 28.00000 7392.00| 29.40000 7761.60 PLASTIC DELINEATOR POST, WHITE | | | 0185 661013-001 27.000 EA | 29.66000 800.82| 28.00000 756.00| 29.40000 793.80 PLASTIC DELINEATOR POST, YELLOW | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 010 -4 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0113843 COUNTIES : MONONGALIA LETTING DATE : 02/20/02 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 307005-001 AA1 7514.000 TN | 14.77000 110981.78| 13.00000 97682.00| 13.35000 100311.90 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0195 307005-002 AA2 6837.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0200 401001-011 BB1 20249.000 TN | 31.30000 633793.70| 33.00000 668217.00| 35.05000 709727.45 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0205 401001-012 BB2 18427.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0210 401007-011 CC1 2949.000 TN | 34.15000 100708.35| 34.00000 100266.00| 35.20000 103804.80 SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL | | | 0215 401007-012 CC2 2684.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, SLAG | | | 0220 401014-011 DD1 2347.000 TN | 32.25000 75690.75| 33.00000 77451.00| 34.60000 81206.20 SUPERPAVE HOT-MIX ASPHALT FOR SHOULDER | | | REPAIR, STONE OR GRAVEL, TYPE 19 | | | 0225 401014-012 DD2 2136.000 TN | | | SUPERPAVE HOT-MIX ASPHALT FOR SHOULDER | | | REPAIR, SLAG, TYPE 19 | | | 0230 402001-011 EE1 13500.000 TN | 38.27000 516645.00| 36.00000 486000.00| 38.10000 514350.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0235 402001-012 EE2 12285.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | SECTION TOTALS | $ 1,737,339.51| $ 1,780,752.74| $ 1,891,386.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GUARDRAIL | | | 0240 607001-001 11987.500 LF | 8.58000 102852.75| 8.03000 96259.63| 8.05000 96499.38 TYPE 1 GUARDRAIL, CLASS I | | | 0245 607005-001 1500.000 LF | 12.18000 18270.00| 12.00000 18000.00| 12.10000 18150.00 TYPE 5 GUARDRAIL, CLASS I | | | 0250 607006-001 1.000 EA | 794.56000 794.56| 700.00000 700.00| 787.50000 787.50 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 010 -5 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0113843 COUNTIES : MONONGALIA LETTING DATE : 02/20/02 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0255 607009-001 2262.500 LF | 2.12000 4796.50| 2.08000 4706.00| 2.10000 4751.25 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0260 607010-001 11337.500 LF | 1.06000 12017.75| 1.03000 11677.63| 1.05000 11904.38 TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0265 607024-001 2.000 EA | 1.06000 2.12| 1.00000 2.00| 1.05000 2.10 MODIFIED CUT SLOPE TERMINAL, REMOVED | | | AND RESET, TYPE A | | | 0270 607024-001 1.000 EA | 1.06000 1.06| 1.00000 1.00| 1.05000 1.05 MODIFIED CUT SLOPE TERMINAL, REMOVED | | | AND RESET, TYPE B | | | 0275 607025-001 1.000 EA | 423.77000 423.77| 400.00000 400.00| 420.00000 420.00 CUT SLOPE TERMINAL, TYPE A | | | 0280 607030-001 11.000 EA | 402.58000 4428.38| 365.00000 4015.00| 400.00000 4400.00 SPECIAL TRAILING END TERMINAL | | | 0285 607030-002 5.000 EA | 79.46000 397.30| 75.00000 375.00| 78.75000 393.75 SPECIAL TRAILING END TERMINAL, REMOVED | | | AND RESET | | | 0290 607065-001 1.000 EA | 1377.24000 1377.24| 1280.00000 1280.00| 1365.00000 1365.00 FLARED END TERMINAL | | | 0295 607065-002 2.000 EA | 238.37000 476.74| 230.00000 460.00| 236.25000 472.50 FLARED END TERMINAL, REMOVE AND RESET | | | 0300 607066-001 6.000 EA | 1589.13000 9534.78| 1500.00000 9000.00| 1575.00000 9450.00 TANGENT END TERMINAL | | | 0305 607066-002 2.000 EA | 264.86000 529.72| 245.00000 490.00| 262.50000 525.00 TANGENT END TERMINAL, REMOVE AND RESET | | | 0310 607067-001 4.000 EA | 52.97000 211.88| 50.00000 200.00| 52.50000 210.00 DOUBLE FACED END TERMINAL | | | SECTION TOTALS | $ 156,114.55| $ 147,566.26| $ 149,331.91 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 PAVEMENT MARKINGS | | | 0315 663001-019 33000.000 LF | 0.56000 18480.00| 0.53000 17490.00| 0.60000 19800.00 EDGE LINE, TYPE IX WHITE | | | 0320 663001-019 31000.000 LF | 0.56000 17360.00| 0.53000 16430.00| 0.60000 18600.00 EDGE LINE, TYPE IX YELLOW | | | 0325 663002-019 7700.000 LF | 0.76000 5852.00| 0.72000 5544.00| 0.80000 6160.00 LANE LINE OR CENTERLINE, TYPE IX WHITE | | | 0330 663005-010 50.000 LF | 12.71000 635.50| 11.00000 550.00| 16.80000 840.00 STOP LINE, TYPE V 24" | | | 0335 663007-010 1500.000 LF | 11.65000 17475.00| 11.00000 16500.00| 14.70000 22050.00 STRIPE, TYPE V WHITE (24") | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 010 -6 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0113843 COUNTIES : MONONGALIA LETTING DATE : 02/20/02 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 663010-010 3.000 EA | 312.53000 937.59| 165.00000 495.00| 315.00000 945.00 LANE ARROW, TYPE V | | | 0345 663012-208 420.000 EA | 22.25000 9345.00| 21.00000 8820.00| 23.10000 9702.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 70,085.09| $ 65,829.00| $ 78,097.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,963,539.15| $ 1,994,148.00| $ 2,118,815.36 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 011 -1 VENDOR RANKING CALL ORDER : 011 CONTRACT ID : 0113741 COUNTIES : MONONGALIA LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : STAR CITY TO PENNSYLVANIA STATE LINE PROJECT(S) : S331-0079/00-158.31 00 00IM 0793 180 C00 LOCATION: OP US 19 - PENN STATE LINE 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0583614 CARL KELLY PAVING, INC. $ 1,586,212.14 100.0000% 2 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 1,668,457.00 105.1849% 3 55-0328627 J. F. ALLEN COMPANY $ 1,804,321.23 113.7503% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 011 -2 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0113741 COUNTIES : MONONGALIA LETTING DATE : 02/20/02 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 ROADWAY | | | 0005 204001-000 LUMP| 23352.51000 23352.51| 36027.10000 36027.10| 54130.00000 54130.00 MOBILIZATION | | | 0010 207001-001 837.000 CY | 17.51000 14655.87| 15.00000 12555.00| 12.00000 10044.00 UNCLASSIFIED EXCAVATION | | | 0015 207021-000 3.000 EA | 233.28000 699.84| 250.00000 750.00| 1500.00000 4500.00 REMOVE EXISTING MEDIAN CROSSOVER | | | 0020 211001-000 1750.000 CY | 10.62000 18585.00| 0.01000 17.50| 10.00000 17500.00 UNCLASSIFIED BORROW EXCAVATION | | | 0025 229001-000 2.260 MI | 2447.66000 5531.71| 15000.00000 33900.00| 100.00000 226.00 SHOULDER AND DITCH | | | 0030 408002-001 2835.000 GA | 1.06000 3005.10| 0.50000 1417.50| 1.25000 3543.75 BITUMINOUS MATERIAL | | | 0035 415005-001 2222.000 SY | 4.02000 8932.44| 5.00000 11110.00| 5.90000 13109.80 REMOVE EXISTING PAVEMENT SURFACE | | | 0040 506001-001 1015.000 SY | 110.53000 112187.95| 130.00000 131950.00| 161.50000 163922.50 CONCRETE PAVEMENT REPAIR | | | 0045 507002-001 59.000 TN | 75.00000 4425.00| 30.00000 1770.00| 34.50000 2035.50 CRACK AND POTHOLE REPAIR | | | 0050 604001-006 1830.000 LF | 7.38000 13505.40| 5.00000 9150.00| 7.50000 13725.00 8 INCH METALLIC COATED CORRUGATED STEEL | | | PIPE, A1 | | | 0055 605012-001 2.000 EA | 810.71000 1621.42| 1400.00000 2800.00| 1540.00000 3080.00 ADJUST INLET TYPE G | | | 0060 606020-001 7266.000 LF | 13.59000 98744.94| 6.75000 49045.50| 14.30000 103903.80 AGGREGATE FILLED FABRIC UNDERDRAIN, 12" | | | 0065 636008-001 90000.000 LF | 0.16000 14400.00| 0.12000 10800.00| 0.15000 13500.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0070 636009-001 2000.000 LF | 1.06000 2120.00| 1.00000 2000.00| 1.00000 2000.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0075 636011-001 61400.000 UN | 0.85000 52190.00| 1.02000 62628.00| 0.90000 55260.00 TRAFFIC CONTROL DEVICE | | | 0080 636012-010 4.000 EA | 211.97000 847.88| 0.01000 0.04| 210.00000 840.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0085 636013-001 900.000 EA | 2.12000 1908.00| 0.01000 9.00| 1.05000 945.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 011 -3 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0113741 COUNTIES : MONONGALIA LETTING DATE : 02/20/02 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 636014-001 500.000 HR | 0.01000 5.00| 0.01000 5.00| 40.00000 20000.00 FLAGGER | | | 0095 636014-002 50.000 HR | 37.10000 1855.00| 36.00000 1800.00| 50.00000 2500.00 TRAFFIC DIRECTOR | | | 0100 636021-001 180.000 DA | 15.90000 2862.00| 12.00000 2160.00| 10.50000 1890.00 ELECTRIC ARROW | | | 0105 636022-001 190.000 DA | 42.39000 8054.10| 40.00000 7600.00| 36.75000 6982.50 CHANGAEBLE MESSAGE SIGN | | | 0110 636025-001 1200.000 DA | 1.06000 1272.00| 1.35000 1620.00| 1.35000 1620.00 WARNING LIGHTS, TYPE B | | | 0115 636030-001 200.000 DA | 37.10000 7420.00| 40.00000 8000.00| 36.75000 7350.00 SPEED MONITORING TRAILER | | | 0120 639001-001 LUMP| 3670.56000 3670.56| 15000.00000 15000.00| 5793.00000 5793.00 CONSTRUCTION LAYOUT STAKE | | | 0125 640005-001 2.500 MO | 1059.86000 2649.65| 500.00000 1250.00| 2500.00000 6250.00 MINIMAL FIELD OFFICE | | | 0130 642004-002 600.000 LB | 8.66000 5196.00| 8.25000 4950.00| 5.25000 3150.00 SEED MIXTURE, B | | | 0135 642005-001 12.000 TN | 472.50000 5670.00| 450.00000 5400.00| 357.00000 4284.00 MULCH, STRAW OR HAY | | | 0140 642006-001 12.000 TN | 105.00000 1260.00| 100.00000 1200.00| 210.00000 2520.00 FERTILIZER | | | 0145 642031-001 21.000 EA | 18.60000 390.60| 100.00000 2100.00| 75.00000 1575.00 DITCH CHECK | | | 0150 657008-001 374.000 LF | 4.35000 1626.90| 4.14000 1548.36| 4.35000 1626.90 2.00 LB CHANNEL POST | | | 0155 661001-001 32.000 SF | 21.20000 678.40| 20.00000 640.00| 21.00000 672.00 0.080 IN FLAT SHEET SIGN | | | 0160 661004-001 42.000 EA | 6.36000 267.12| 6.00000 252.00| 6.30000 264.60 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | WHITE | | | 0165 661007-001 8.000 UN | 26.50000 212.00| 25.00000 200.00| 26.25000 210.00 DELINEATOR, THREE PER UNIT, AMBER | | | 0170 661008-001 2.000 EA | 21.20000 42.40| 20.00000 40.00| 21.00000 42.00 DELINEATOR BRACKET, TYPE C | | | 0175 661013-001 68.000 EA | 33.92000 2306.56| 32.00000 2176.00| 33.60000 2284.80 PLASTIC DELINEATOR POST, WHITE | | | 0180 307005-001 AA1 5077.000 TN | 15.84000 80419.68| 14.00000 71078.00| 15.25000 77424.25 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 011 -4 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0113741 COUNTIES : MONONGALIA LETTING DATE : 02/20/02 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 307005-002 AA2 4620.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0190 401001-011 BB1 18917.000 TN | 29.09000 550295.53| 35.50000 671553.50| 35.70000 675336.90 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0195 401001-012 BB2 17214.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0200 401007-011 CC1 1820.000 TN | 35.17000 64009.40| 36.00000 65520.00| 37.70000 68614.00 SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL | | | 0205 401007-012 CC2 1656.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, SLAG | | | 0210 401014-011 DD1 1783.000 TN | 34.34000 61228.22| 35.50000 63296.50| 36.70000 65436.10 SUPERPAVE HOT-MIX ASPHALT FOR SHOULDER | | | REPAIR, STONE OR GRAVEL, TYPE 19 | | | 0215 401014-012 DD2 1622.000 TN | | | SUPERPAVE HOT-MIX ASPHALT FOR SHOULDER | | | REPAIR, SLAG, TYPE 19 | | | 0220 402001-011 EE1 5459.000 TN | 42.55000 232280.45| 37.00000 201983.00| 38.80000 211809.20 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0225 402001-012 EE2 4968.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | SECTION TOTALS | $ 1,410,384.63| $ 1,495,302.00| $ 1,629,900.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GUARDRAIL | | | 0230 607001-001 13262.500 LF | 8.37000 111007.13| 7.96000 105569.50| 7.90000 104773.75 TYPE 1 GUARDRAIL, CLASS I | | | 0235 607007-001 6.000 EA | 741.90000 4451.40| 690.00000 4140.00| 735.00000 4410.00 W-BEAM GUARDRAIL BRIDGE TRANSITION | | | 0240 607010-001 10162.500 LF | 1.06000 10772.25| 1.08000 10975.50| 1.05000 10670.63 TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0245 607023-001 1.000 EA | 900.88000 900.88| 850.00000 850.00| 892.50000 892.50 MODIFIED CUT SLOPE TERMINAL, TYPE B | | | 0250 607025-001 2.000 EA | 317.96000 635.92| 300.00000 600.00| 315.00000 630.00 CUT SLOPE TERMINAL, TYPE A | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 011 -5 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0113741 COUNTIES : MONONGALIA LETTING DATE : 02/20/02 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0255 607030-001 8.000 EA | 397.45000 3179.60| 382.00000 3056.00| 393.75000 3150.00 SPECIAL TRAILING END TERMINAL | | | 0260 607065-001 3.000 EA | 1377.82000 4133.46| 1280.00000 3840.00| 1365.00000 4095.00 FLARED END TERMINAL | | | 0265 607066-001 3.000 EA | 1616.29000 4848.87| 1498.00000 4494.00| 1601.25000 4803.75 TANGENT END TERMINAL | | | SECTION TOTALS | $ 139,929.51| $ 133,525.00| $ 133,425.63 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 PAVEMENT MARKINGS | | | 0270 663001-019 24000.000 LF | 0.52000 12480.00| 0.58000 13920.00| 0.60000 14400.00 EDGE LINE, TYPE IX WHITE | | | 0275 663001-019 24000.000 LF | 0.52000 12480.00| 0.58000 13920.00| 0.60000 14400.00 EDGE LINE, TYPE IX YELLOW | | | 0280 663002-019 6000.000 LF | 0.71000 4260.00| 0.79000 4740.00| 0.85000 5100.00 LANE LINE OR CENTERLINE, TYPE IX WHITE | | | 0285 663012-208 300.000 EA | 22.26000 6678.00| 23.50000 7050.00| 23.65000 7095.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 35,898.00| $ 39,630.00| $ 40,995.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,586,212.14| $ 1,668,457.00| $ 1,804,321.23 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 012 -1 VENDOR RANKING CALL ORDER : 012 CONTRACT ID : 0128205 COUNTIES : PUTNAM LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : HULBERT HEIGHTS BRIDGE REPAIR PROJECT(S) : E340-0025/08-000.23 00 LOCATION: 0.05 MI N CR 25/31 (SLS) 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 58,624.80 100.0000% 2 31-1316393 AHERN & ASSOCIATES $ 80,200.00 136.8021% 31-1028573 CIVIL CONSTRUCTION, INC. IRREGULAR 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 012 -2 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0128205 COUNTIES : PUTNAM LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 |(2) 31-1316393 | |ORDERS CONSTRUCTION COMPANY,|AHERN & ASSOCIATES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPAIR | | | 0005 204001-000 LUMP| 9300.00000 9300.00| 2500.00000 2500.00| MOBILIZATION | | | 0010 615050-001 LUMP| 38500.00000 38500.00| 72576.30000 72576.30| HEAT STRAIGHTENING AND REPAIR OF | | | STRUCTURAL MEMBERS | | | 0015 636007-001 1720.000 LF | 0.39000 670.80| 0.01000 17.20| ERADICATION OF PAVEMENT MARKING | | | 0020 636009-001 2580.000 LF | 1.10000 2838.00| 0.01000 25.80| TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0025 636011-001 6700.000 UN | 0.72000 4824.00| 0.01000 67.00| TRAFFIC CONTROL DEVICE | | | 0030 636014-001 200.000 HR | 1.00000 200.00| 0.01000 2.00| FLAGGER | | | 0035 636021-001 10.000 DA | 11.00000 110.00| 0.01000 0.10| ELECTRIC ARROW | | | 0040 636025-001 80.000 DA | 1.10000 88.00| 0.01000 0.80| WARNING LIGHTS, TYPE B | | | 0045 639001-001 LUMP| 150.00000 150.00| 5000.00000 5000.00| CONSTRUCTION LAYOUT STAKE | | | 0050 663001-004 860.000 LF | 1.80000 1548.00| 0.01000 8.60| EDGE LINE, TYPE II YELLOW | | | 0055 663002-005 220.000 LF | 1.80000 396.00| 0.01000 2.20| LANE LINE OR CENTERLINE, TYPE II WHITE | | | SECTION TOTALS | $ 58,624.80| $ 80,200.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 58,624.80| $ 80,200.00| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 013 -1 VENDOR RANKING CALL ORDER : 013 CONTRACT ID : 9925002 COUNTIES : UPSHUR LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 07 CONTRACT DESCRIPTION : BUCKHANNON CBD SIGNAL SYSTEM PROJECT(S) : S349-0151/00-000.00 00 CMAQ 0151 002 E00 LOCATION: WV 20 TO CR 151 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0343932 BAYLISS & RAMEY, INC. $ 210,456.86 100.0000% 2 54-0458233 DAVIS H. ELLIOT COMPANY, INC. $ 218,118.00 103.6402% 3 55-0646159 WEST VIRGINIA SIGNAL AND LIGHT, INC. $ 257,390.00 122.3005% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 013 -2 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 9925002 COUNTIES : UPSHUR LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 55-0343932 |(2) 54-0458233 |(3) 55-0646159 |BAYLISS & RAMEY, INC. |DAVIS H. ELLIOT COMPANY, INC|WEST VIRGINIA SIGNAL & LIGHT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNALS | | | 0005 204001-000 LUMP| 5148.62000 5148.62| 5000.00000 5000.00| 12500.00000 12500.00 MOBILIZATION | | | 0010 636011-001 9600.000 UN | 0.28000 2688.00| 0.10000 960.00| 0.10000 960.00 TRAFFIC CONTROL DEVICE | | | 0015 636014-001 400.000 HR | 0.26000 104.00| 0.10000 40.00| 0.10000 40.00 FLAGGER | | | 0020 636025-001 800.000 DA | 0.77000 616.00| 1.50000 1200.00| 1.50000 1200.00 WARNING LIGHTS, TYPE B | | | 0025 660001-001 LUMP| 9848.30000 9848.30| 9500.00000 9500.00| 12500.00000 12500.00 SIGNAL CONTROLLER 01 | | | 0030 660001-001 LUMP| 8484.39000 8484.39| 8600.00000 8600.00| 10000.00000 10000.00 SIGNAL CONTROLLER 02 | | | 0035 660001-001 LUMP| 8484.39000 8484.39| 8600.00000 8600.00| 10000.00000 10000.00 SIGNAL CONTROLLER 03 | | | 0040 660001-001 LUMP| 8484.39000 8484.39| 8600.00000 8600.00| 10000.00000 10000.00 SIGNAL CONTROLLER 04 | | | 0045 660002-005 24.000 EA | 145.74000 3497.76| 400.00000 9600.00| 150.00000 3600.00 TRAFFIC DETECTOR, LPS-C | | | 0050 660003-001 16.000 EA | 582.97000 9327.52| 525.00000 8400.00| 550.00000 8800.00 SIGNAL SECTION, G-16 | | | 0055 660003-006 106.000 EA | 260.24000 27585.44| 225.00000 23850.00| 250.00000 26500.00 SIGNAL SECTION, V-12 | | | 0060 660004-025 3.000 EA | 4436.01000 13308.03| 5000.00000 15000.00| 6500.00000 19500.00 SIGNAL SUPPORT, A1 | | | 0065 660004-050 1.000 EA | 1705.65000 1705.65| 1000.00000 1000.00| 1500.00000 1500.00 SIGNAL SUPPORT, E1 | | | 0070 660005-010 10.000 EA | 1677.03000 16770.30| 800.00000 8000.00| 1000.00000 10000.00 JUNCTION BOX, TYPE H | | | 0075 660006-001 LUMP| 9120.40000 9120.40| 5500.00000 5500.00| 15000.00000 15000.00 SIGNAL INTERCONNECT 01 | | | 0080 660007-001 LUMP| 12484.61000 12484.61| 12000.00000 12000.00| 22500.00000 22500.00 MISCELLANEOUS SIGNAL 01 | | | 0085 660007-001 LUMP| 12537.96000 12537.96| 15000.00000 15000.00| 15000.00000 15000.00 MISCELLANEOUS SIGNAL 02 | | | 0090 660007-001 LUMP| 11462.51000 11462.51| 20000.00000 20000.00| 25000.00000 25000.00 MISCELLANEOUS SIGNAL 03 | | | 0095 660007-001 LUMP| 12840.84000 12840.84| 20438.00000 20438.00| 27500.00000 27500.00 MISCELLANEOUS SIGNAL 04 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 013 -3 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 9925002 COUNTIES : UPSHUR LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 55-0343932 |(2) 54-0458233 |(3) 55-0646159 |BAYLISS & RAMEY, INC. |DAVIS H. ELLIOT COMPANY, INC|WEST VIRGINIA SIGNAL & LIGHT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 660010-001 4.000 EA | 2607.85000 10431.40| 3320.00000 13280.00| 2000.00000 8000.00 PRIORITY CONTROL SYSTEM DETECTOR D1 | | | 0105 660010-001 1.000 EA | 3309.42000 3309.42| 3500.00000 3500.00| 3000.00000 3000.00 PRIORITY CONTROL SYSTEM DETECTOR D2 | | | 0110 660010-010 1.000 EA | 1817.90000 1817.90| 1600.00000 1600.00| 1250.00000 1250.00 PRIORITY CONTROL SYSTEM EMITTER | | | 0115 660015-001 1.000 EA | 6659.97000 6659.97| 6500.00000 6500.00| 1500.00000 1500.00 REMOTE PORTABLE COMPUTER | | | 0120 660016-001 1.000 EA | 2829.56000 2829.56| 3400.00000 3400.00| 3000.00000 3000.00 AREA MASTER CONTROLLER | | | 0125 660017-001 LUMP| 1386.08000 1386.08| 500.00000 500.00| 500.00000 500.00 INTERSECTION PHONE SYSTEM | | | 0130 660019-001 LUMP| 52.36000 52.36| 3500.00000 3500.00| 1500.00000 1500.00 DOCUMENTATION AND TRAINING | | | 0135 660040-001 102.000 SF | 33.67000 3434.34| 25.00000 2550.00| 20.00000 2040.00 LOOP INSTALLATION IN CONCRETE PAD | | | 0140 662002-001 LUMP| 6036.72000 6036.72| 2000.00000 2000.00| 4500.00000 4500.00 GALVANIZED STEEL CONDUIT | | | SECTION TOTALS | $ 210,456.86| $ 218,118.00| $ 257,390.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 210,456.86| $ 218,118.00| $ 257,390.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 014 -1 VENDOR RANKING CALL ORDER : 014 CONTRACT ID : 9913312 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : PARKERSBURG ARTERIAL SIGNAL SYSTEM PROJECT(S) : S354-0050/00-002.32 00 CMAQ 0050 167 E00 LOCATION: PARKERSBURG 10 I/S ON US 50, WV 14, WV 68 AND WV 95 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 54-0458233 DAVIS H. ELLIOT COMPANY, INC. $ 413,889.00 100.0000% 2 55-0343932 BAYLISS & RAMEY, INC. $ 448,867.99 108.4512% 3 55-0646159 WEST VIRGINIA SIGNAL AND LIGHT, INC. $ 588,883.00 142.2804% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 014 -2 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9913312 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 54-0458233 |(2) 55-0343932 |(3) 55-0646159 |DAVIS H. ELLIOT COMPANY, INC|BAYLISS & RAMEY, INC. |WEST VIRGINIA SIGNAL & LIGHT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNALS | | | 0005 204001-000 LUMP| 5000.00000 5000.00| 5741.63000 5741.63| 22500.00000 22500.00 MOBILIZATION | | | 0007 609001-001 9.000 SY | 25.00000 225.00| 1271.95000 11447.55| 150.00000 1350.00 CONCRETE SIDEWALK | | | 0010 636011-001 15200.000 UN | 0.01000 152.00| 0.32000 4864.00| 0.10000 1520.00 TRAFFIC CONTROL DEVICE | | | 0015 636014-001 880.000 HR | 0.01000 8.80| 0.29000 255.20| 0.10000 88.00 FLAGGER | | | 0020 636021-001 20.000 DA | 16.50000 330.00| 27.66000 553.20| 20.00000 400.00 ELECTRIC ARROW | | | 0025 636025-001 800.000 DA | 1.50000 1200.00| 0.86000 688.00| 1.50000 1200.00 WARNING LIGHTS, TYPE B | | | 0030 660001-001 LUMP| 9500.00000 9500.00| 11259.65000 11259.65| 15000.00000 15000.00 SIGNAL CONTROLLER 01 | | | 0035 660001-001 LUMP| 8600.00000 8600.00| 9609.32000 9609.32| 10000.00000 10000.00 SIGNAL CONTROLLER 02 | | | 0040 660001-001 LUMP| 8600.00000 8600.00| 9609.32000 9609.32| 10000.00000 10000.00 SIGNAL CONTROLLER 03 | | | 0045 660001-001 LUMP| 8600.00000 8600.00| 9609.32000 9609.32| 10000.00000 10000.00 SIGNAL CONTROLLER 04 | | | 0050 660001-001 LUMP| 8600.00000 8600.00| 11251.88000 11251.88| 10000.00000 10000.00 SIGNAL CONTROLLER 05 | | | 0055 660001-001 LUMP| 9500.00000 9500.00| 9609.32000 9609.32| 12500.00000 12500.00 SIGNAL CONTROLLER 06 | | | 0060 660001-001 LUMP| 9500.00000 9500.00| 11251.88000 11251.88| 15000.00000 15000.00 SIGNAL CONTROLLER 07 | | | 0065 660001-001 LUMP| 8600.00000 8600.00| 9609.32000 9609.32| 10000.00000 10000.00 SIGNAL CONTROLLER 08 | | | 0070 660001-001 LUMP| 8600.00000 8600.00| 9609.32000 9609.32| 10000.00000 10000.00 SIGNAL CONTROLLER 09 | | | 0075 660001-001 LUMP| 8600.00000 8600.00| 9609.32000 9609.32| 10000.00000 10000.00 SIGNAL CONTROLLER 10 | | | 0080 660002-005 48.000 EA | 500.00000 24000.00| 162.53000 7801.44| 150.00000 7200.00 TRAFFIC DETECTOR, LPS-C | | | 0085 660003-001 22.000 EA | 525.00000 11550.00| 650.11000 14302.42| 550.00000 12100.00 SIGNAL SECTION, G-16 | | | 0090 660003-006 174.000 EA | 225.00000 39150.00| 290.22000 50498.28| 250.00000 43500.00 SIGNAL SECTION, V-12 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 014 -3 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9913312 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 54-0458233 |(2) 55-0343932 |(3) 55-0646159 |DAVIS H. ELLIOT COMPANY, INC|BAYLISS & RAMEY, INC. |WEST VIRGINIA SIGNAL & LIGHT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 660003-008 9.000 EA | 150.00000 1350.00| 290.22000 2611.98| 150.00000 1350.00 SIGNAL SECTION, V-8 | | | 0100 660004-025 4.000 EA | 5000.00000 20000.00| 5522.37000 22089.48| 6500.00000 26000.00 SIGNAL SUPPORT, A1 | | | 0105 660004-050 2.000 EA | 1000.00000 2000.00| 1898.45000 3796.90| 1500.00000 3000.00 SIGNAL SUPPORT, E1 | | | 0110 660004-051 1.000 EA | 500.00000 500.00| 1086.12000 1086.12| 1000.00000 1000.00 SIGNAL SUPPORT, INSTALLATION ONLY, E1 | | | 0115 660005-010 21.000 EA | 800.00000 16800.00| 1319.78000 27715.38| 1000.00000 21000.00 JUNCTION BOX, TYPE H | | | 0120 660006-001 LUMP| 17500.00000 17500.00| 19196.46000 19196.46| 22500.00000 22500.00 SIGNAL INTERCONNECT 01 | | | 0125 660006-001 LUMP| 17488.00000 17488.00| 22804.43000 22804.43| 22500.00000 22500.00 SIGNAL INTERCONNECT 02 | | | 0130 660007-001 LUMP| 10000.00000 10000.00| 12457.23000 12457.23| 30000.00000 30000.00 MISCELLANEOUS SIGNAL 01 | | | 0135 660007-001 LUMP| 8400.00000 8400.00| 10663.02000 10663.02| 7500.00000 7500.00 MISCELLANEOUS SIGNAL 02 | | | 0140 660007-001 LUMP| 9500.00000 9500.00| 7133.34000 7133.34| 17500.00000 17500.00 MISCELLANEOUS SIGNAL 03 | | | 0145 660007-001 LUMP| 10000.00000 10000.00| 10091.52000 10091.52| 15000.00000 15000.00 MISCELLANEOUS SIGNAL 04 | | | 0150 660007-001 LUMP| 10000.00000 10000.00| 8910.14000 8910.14| 25000.00000 25000.00 MISCELLANEOUS SIGNAL 05 | | | 0155 660007-001 LUMP| 12000.00000 12000.00| 8035.73000 8035.73| 30000.00000 30000.00 MISCELLANEOUS SIGNAL 06 | | | 0160 660007-001 LUMP| 11500.00000 11500.00| 7938.09000 7938.09| 30000.00000 30000.00 MISCELLANEOUS SIGNAL 07 | | | 0165 660007-001 LUMP| 10000.00000 10000.00| 4095.05000 4095.05| 20000.00000 20000.00 MISCELLANEOUS SIGNAL 08 | | | 0170 660007-001 LUMP| 9500.00000 9500.00| 6079.92000 6079.92| 17500.00000 17500.00 MISCELLANEOUS SIGNAL 09 | | | 0175 660007-001 LUMP| 20000.20000 20000.20| 12545.71000 12545.71| 45000.00000 45000.00 MISCELLANEOUS SIGNAL 10 | | | 0180 660010-001 9.000 EA | 3320.00000 29880.00| 2908.22000 26173.98| 3000.00000 27000.00 PRIORITY CONTROL SYSTEM DETECTOR D2 | | | 0185 660010-001 1.000 EA | 5650.00000 5650.00| 6370.60000 6370.60| 4000.00000 4000.00 PRIORITY CONTROL SYSTEM DETECTOR D3 | | | 0190 660010-010 1.000 EA | 1600.00000 1600.00| 2027.28000 2027.28| 1250.00000 1250.00 PRIORITY CONTROL SYSTEM EMITTER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 014 -4 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9913312 COUNTIES : WOOD LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 54-0458233 |(2) 55-0343932 |(3) 55-0646159 |DAVIS H. ELLIOT COMPANY, INC|BAYLISS & RAMEY, INC. |WEST VIRGINIA SIGNAL & LIGHT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0195 660015-001 1.000 EA | 4000.00000 4000.00| 7427.06000 7427.06| 1750.00000 1750.00 REMOTE PORTABLE COMPUTER | | | 0200 660016-001 2.000 EA | 3300.00000 6600.00| 3155.47000 6310.94| 3000.00000 6000.00 AREA MASTER CONTROLLER | | | 0205 660017-001 LUMP| 1000.00000 1000.00| 1545.73000 1545.73| 500.00000 500.00 INTERSECTION PHONE SYSTEM (01) | | | 0210 660017-001 LUMP| 1000.00000 1000.00| 1545.73000 1545.73| 500.00000 500.00 INTERSECTION PHONE SYSTEM (02) | | | 0215 660019-001 LUMP| 3000.00000 3000.00| 115.45000 115.45| 2500.00000 2500.00 DOCUMENTATION AND TRAINING | | | 0220 661001-001 17.000 SF | 25.00000 425.00| 48.63000 826.71| 25.00000 425.00 0.080 IN FLAT SHEET SIGN | | | 0225 662002-001 LUMP| 3000.00000 3000.00| 10098.04000 10098.04| 6750.00000 6750.00 GALVANIZED STEEL CONDUIT | | | 0230 663010-010 4.000 EA | 220.00000 880.00| 498.90000 1995.60| 250.00000 1000.00 LANE ARROW, TYPE V | | | SECTION TOTALS | $ 413,889.00| $ 448,867.99| $ 588,883.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 413,889.00| $ 448,867.99| $ 588,883.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 015 -1 VENDOR RANKING CALL ORDER : 015 CONTRACT ID : 0008308 COUNTIES : MERCER LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : GLENWOOD I/S PROJECT(S) : U328-0020/00-006.48 00 0STP 0020 173 E00 LOCATION: 0.09 MI S CR 19/33 - 0.1 MI N CR 19/33 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 112,205.25 100.0000% 2 31-1240276 HUNTER PAVING, INC. $ 139,543.65 124.3646% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 015 -2 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0008308 COUNTIES : MERCER LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 31-1240276 | |WEST VIRGINIA PAVING, INC. |HUNTER PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADD LEFT TURN, RESURFACE | | | 0005 204001-000 LUMP| 9500.00000 9500.00| 3500.00000 3500.00| MOBILIZATION | | | 0010 204003-000 1.000 EA | 300.00000 300.00| 250.00000 250.00| MOBILIZATION, PER 3 DAY, TEMPORARY | | | PAVEMENT MARKING | | | 0015 204003-000 1.000 EA | 300.00000 300.00| 250.00000 250.00| MOBILIZATION, PER PERMANENT PAVEMENT | | | MARKING | | | 0020 207001-001 134.000 CY | 1.00000 134.00| 100.00000 13400.00| UNCLASSIFIED EXCAVATION | | | 0025 211008-000 155.000 TN | 33.00000 5115.00| 100.00000 15500.00| ROCK BORROW EXCAVATION | | | 0030 408002-001 111.000 GA | 0.75000 83.25| 15.00000 1665.00| BITUMINOUS MATERIAL | | | 0040 636011-001 2599.000 UN | 0.40000 1039.60| 1.25000 3248.75| TRAFFIC CONTROL DEVICE | | | 0045 636014-001 210.000 HR | 45.00000 9450.00| 45.00000 9450.00| FLAGGER | | | 0050 639001-001 LUMP| 8000.00000 8000.00| 3000.00000 3000.00| CONSTRUCTION LAYOUT STAKE | | | 0060 652001-001 0.100 TN | 1200.00000 120.00| 27.00000 2.70| AGRICULTURAL LIMESTONE | | | 0065 652002-001 0.020 TN | 2500.00000 50.00| 275.00000 5.50| FERTILIZER, 10-20-10 | | | 0070 652003-001 5.000 LB | 125.00000 625.00| 30.00000 150.00| SEED MIXTURES, B, C-1, OR C-2 | | | 0075 652004-002 0.040 TN | 2500.00000 100.00| 100.00000 4.00| WOOD CELLULOSE FIBER MULCH | | | 0080 657010-001 26.000 LF | 8.50000 221.00| 8.00000 208.00| 3.00 LB CHANNEL POST | | | 0085 661001-002 7.800 SF | 35.00000 273.00| 30.00000 234.00| 0.100 IN FLAT SHEET SIGN | | | 0090 661011-001 1.000 EA | 1200.00000 1200.00| 1000.00000 1000.00| INSTALLATION OF REUSABLE SIGN | | | 0095 663001-004 3866.000 LF | 0.30000 1159.80| 0.30000 1159.80| EDGE LINE, TYPE II | | | 0100 663003-005 5084.000 LF | 0.30000 1525.20| 0.30000 1525.20| BARRIER LINE, TYPE II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 015 -3 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0008308 COUNTIES : MERCER LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 31-1240276 | |WEST VIRGINIA PAVING, INC. |HUNTER PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0105 663004-004 754.000 LF | 0.60000 452.40| 0.55000 414.70| CHANNELIZING LINE, TYPE II | | | 0115 663005-010 13.000 LF | 15.00000 195.00| 13.00000 169.00| STOP LINE, TYPE V | | | 0120 663007-010 262.000 LF | 7.00000 1834.00| 6.00000 1572.00| STRIPE, TYPE V | | | 0125 663010-010 2.000 EA | 185.00000 370.00| 155.00000 310.00| LANE ARROW, TYPE V | | | 0130 663011-010 4.000 EA | 62.00000 248.00| 55.00000 220.00| LANE LETTER, TYPE V | | | 0135 307005-001 AA1 60.000 TN | 26.00000 1560.00| 28.00000 1680.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0140 307005-002 AA2 55.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0145 401001-001 BB1 360.000 TN | 55.00000 19800.00| 75.00000 27000.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE B1 | | | 0150 401001-002 BB2 328.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE B1 | | | 0155 401003-001 CC1 650.000 TN | 51.00000 33150.00| 55.00000 35750.00| MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL B2 | | | 0160 401003-002 CC2 591.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG B2 | | | 0165 402001-001 DD1 275.000 TN | 56.00000 15400.00| 65.00000 17875.00| MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE W1 | | | 0170 402001-002 DD2 250.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE W1 | | | SECTION TOTALS | $ 112,205.25| $ 139,543.65| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 112,205.25| $ 139,543.65| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 016 -1 VENDOR RANKING CALL ORDER : 016 CONTRACT ID : 0027906 COUNTIES : MINGO LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : LENORE SCHOOL ACCESS BRIDGE PROJECT(S) : X330-0065/79-000.00 00 LOCATION: PIGEON CR @ WV 6 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 921,973.00 100.0000% 2 61-0911548 ROBERTS CONSTRUCTION COMPANY $ 983,069.97 106.6267% 3 55-0622971 KEITH MCCOY, DBA MCCOY CONSTRUCTION COMPANY $ 987,606.40 107.1187% 4 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 1,178,484.30 127.8219% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 016 -2 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 0027906 COUNTIES : MINGO LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 62-1345425 |(2) 61-0911548 |(3) 55-0622971 |BILCO CONSTRUCTION COMPANY, |ROBERTS CONSTRUCTION COMPANY|MCCOY CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 13000.00000 13000.00| 17000.00000 17000.00| 5000.00000 5000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 10000.00000 10000.00| 19000.00000 19000.00| 5000.00000 5000.00 MOBILIZATION | | | 0015 207001-001 1297.000 CY | 9.00000 11673.00| 8.00000 10376.00| 12.00000 15564.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 446.000 CY | 34.00000 15164.00| 41.00000 18286.00| 45.00000 20070.00 SUBGRADE | | | 0025 207034-000 2672.000 SY | 1.00000 2672.00| 2.00000 5344.00| 2.00000 5344.00 FABRIC FOR SEPARATION | | | 0030 307001-000 503.000 CY | 34.00000 17102.00| 47.00000 23641.00| 45.00000 22635.00 AGGREGATE BASE COURSE, CLASS | | | 0035 307005-001 358.000 TN | 25.00000 8950.00| 32.00000 11456.00| 24.00000 8592.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0040 408002-001 770.000 GA | 1.00000 770.00| 1.00000 770.00| 1.00000 770.00 BITUMINOUS MATERIAL | | | 0045 502001-012 147.000 SY | 130.00000 19110.00| 200.00000 29400.00| 140.00000 20580.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0050 604072-124 1.000 EA | 650.00000 650.00| 1200.00000 1200.00| 750.00000 750.00 36 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0055 605004-001 4.000 EA | 2200.00000 8800.00| 2400.00000 9600.00| 2000.00000 8000.00 TYPE B INLET | | | 0060 605009-001 4.000 EA | 2500.00000 10000.00| 2400.00000 9600.00| 2200.00000 8800.00 TYPE G INLET | | | 0065 606020-001 392.000 LF | 10.00000 3920.00| 16.00000 6272.00| 15.00000 5880.00 AGGREGATE FILLED FABRIC UNDERDRAIN, | | | 0070 606025-004 392.000 LF | 6.00000 2352.00| 10.00000 3920.00| 10.00000 3920.00 6 INCH UNDERDRAIN PIPE | | | 0075 607001-001 308.500 LF | 22.00000 6787.00| 21.00000 6478.50| 19.00000 5861.50 TYPE 1 GUARDRAIL, CLASS II | | | 0080 607006-001 2.000 EA | 925.00000 1850.00| 975.00000 1950.00| 900.00000 1800.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0085 609001-001 71.000 SY | 70.00000 4970.00| 38.00000 2698.00| 100.00000 7100.00 CONCRETE SIDEWALK | | | 0090 609002-001 8.000 CY | 40.00000 320.00| 40.00000 320.00| 100.00000 800.00 BED COURSE MATERIAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 016 -3 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 0027906 COUNTIES : MINGO LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 62-1345425 |(2) 61-0911548 |(3) 55-0622971 |BILCO CONSTRUCTION COMPANY, |ROBERTS CONSTRUCTION COMPANY|MCCOY CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 610001-002 392.000 LF | 26.00000 10192.00| 38.00000 14896.00| 40.00000 15680.00 PLAIN CONCRETE CURBING, TYPE II | | | 0100 610003-001 121.000 LF | 30.00000 3630.00| 38.00000 4598.00| 50.00000 6050.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I | | | 0105 610003-004 24.000 LF | 35.00000 840.00| 38.00000 912.00| 50.00000 1200.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE IV | | | 0110 633003-001 39.000 CY | 45.00000 1755.00| 44.00000 1716.00| 60.00000 2340.00 DUMPED ROCK GUTTER | | | 0115 636011-001 6000.000 UN | 0.75000 4500.00| 0.70000 4200.00| 1.00000 6000.00 TRAFFIC CONTROL DEVICE | | | 0120 636012-010 2.000 EA | 0.50000 1.00| 300.00000 600.00| 240.00000 480.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0125 636013-001 100.000 EA | 0.01000 1.00| 30.00000 3000.00| 5.50000 550.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0130 636014-001 400.000 HR | 40.00000 16000.00| 45.00000 18000.00| 36.00000 14400.00 FLAGGER | | | 0135 636025-001 300.000 DA | 3.00000 900.00| 3.50000 1050.00| 2.00000 600.00 WARNING LIGHTS, TYPE | | | 0140 637001-001 3.000 MG | 100.00000 300.00| 1.00000 3.00| 100.00000 300.00 WATER FOR DUST PALLIATIVE | | | 0145 638002-001 14.000 EA | 100.00000 1400.00| 50.00000 700.00| 100.00000 1400.00 RIGHT OF WAY MARKER | | | 0150 639001-001 LUMP| 20000.00000 20000.00| 5000.00000 5000.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | 0155 640001-001 8.000 MO | 700.00000 5600.00| 980.00000 7840.00| 1000.00000 8000.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0160 642012-001 2500.000 LF | 2.50000 6250.00| 3.00000 7500.00| 5.00000 12500.00 SILT FENCE | | | 0165 642033-001 50.000 CY | 9.00000 450.00| 30.00000 1500.00| 50.00000 2500.00 SEDIMENT TRAP | | | 0170 652001-001 0.170 TN | 300.00000 51.00| 100.00000 17.00| 250.00000 42.50 AGRICULTURAL LIMESTONE | | | 0175 652002-001 0.150 TN | 4000.00000 600.00| 400.00000 60.00| 5000.00000 750.00 FERTILIZER, 10-20-10 | | | 0180 652002-002 0.030 TN | 4000.00000 120.00| 400.00000 12.00| 5000.00000 150.00 FERTILIZER, UREA FORMALDEHYDE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 016 -4 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 0027906 COUNTIES : MINGO LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 62-1345425 |(2) 61-0911548 |(3) 55-0622971 |BILCO CONSTRUCTION COMPANY, |ROBERTS CONSTRUCTION COMPANY|MCCOY CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 652003-001 21.000 LB | 60.00000 1260.00| 50.00000 1050.00| 100.00000 2100.00 SEED MIXTURES, B, C-1, OR C-2 "B" | | | 0190 652004-001 0.340 TN | 2000.00000 680.00| 1200.00000 408.00| 2500.00000 850.00 STRAW OR HAY MULCH | | | 0195 670010-500 38.000 LF | 325.00000 12350.00| 670.00000 25460.00| 400.00000 15200.00 36 INCH STEEL CASING PIPE, THICKNESS | | | 0.5" | | | 0200 401001-001 AA1 714.000 TN | 60.00000 42840.00| 63.00000 44982.00| 56.00000 39984.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0205 401001-002 AA2 643.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0210 402001-001 BB1 280.000 TN | | 66.00000 18480.00| 60.00000 16800.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0215 402001-002 BB2 252.000 TN | 65.00000 16380.00| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | 0220 604076-016 CC1 194.000 LF | 65.00000 12610.00| 50.00000 9700.00| 50.00000 9700.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, | | | 0225 604037-016 CC2 194.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | 0230 604076-020 DD1 54.000 LF | 75.00000 4050.00| 120.00000 6480.00| 60.00000 3240.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, | | | 0235 604037-020 DD2 54.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | 0240 604076-024 EE1 110.000 LF | 85.00000 9350.00| 74.00000 8140.00| 120.00000 13200.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, | | | 0245 604037-024 EE2 110.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | SECTION TOTALS | $ 310,200.00| $ 363,615.50| $ 325,483.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE | | | 0250 211002-000 720.000 CY | 29.00000 20880.00| 44.00000 31680.00| 50.00000 36000.00 ROCK BORROW EXCAVATION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 016 -5 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 0027906 COUNTIES : MINGO LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 62-1345425 |(2) 61-0911548 |(3) 55-0622971 |BILCO CONSTRUCTION COMPANY, |ROBERTS CONSTRUCTION COMPANY|MCCOY CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0255 212001-000 41.000 CY | 22.00000 902.00| 40.00000 1640.00| 60.00000 2460.00 STRUCTURE EXCAVATION | | | 0260 212002-000 176.000 CY | 44.00000 7744.00| 140.00000 24640.00| 250.00000 44000.00 WET EXCAVATION | | | 0265 212005-000 33.000 CY | 80.00000 2640.00| 50.00000 1650.00| 80.00000 2640.00 SELECT MATERIAL FOR BACKFILLING | | | 0270 601002-001 146.000 CY | 420.00000 61320.00| 384.00000 56064.00| 550.00000 80300.00 CLASS B CONCRETE | | | 0275 601003-001 248.000 CY | 575.00000 142600.00| 460.00000 114080.00| 500.00000 124000.00 CLASS K CONCRETE | | | 0280 602001-001 16384.000 LB | 0.65000 10649.60| 0.48000 7864.32| 1.00000 16384.00 REINFORCING STEEL BAR | | | 0285 602002-001 49459.000 LB | 0.75000 37094.25| 0.60000 29675.40| 1.10000 54404.90 EPOXY COATED REINFORCING STEEL BAR | | | 0290 615001-001 1.000 LS | 193000.00000 193000.00| 168000.00000 168000.00| 150000.00000 150000.00 STEEL SUPERSTRUCTURE | | | 0295 616005-006 911.000 LF | 34.00000 30974.00| 85.00000 77435.00| 71.00000 64681.00 HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0300 617003-001 195.000 LF | 60.00000 11700.00| 150.00000 29250.00| 90.00000 17550.00 ALUMINUM RAILING | | | 0305 639001-001 LUMP| 22000.15000 22000.15| 5000.00000 5000.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 541,504.00| $ 546,978.72| $ 597,419.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 SIGNING AND MARKING | | | 0310 657010-001 132.000 LF | 7.00000 924.00| 9.00000 1188.00| 8.00000 1056.00 3.00 LB CHANNEL POST | | | 0315 661001-001 66.000 SF | 33.00000 2178.00| 26.00000 1716.00| 23.00000 1518.00 0.080 IN FLAT SHEET SIGN | | | 0320 663001-004 2550.000 LF | 0.40000 1020.00| 0.50000 1275.00| 0.50000 1275.00 EDGE LINE, TYPE II WHITE | | | 0325 663002-005 240.000 LF | 0.55000 132.00| 0.50000 120.00| 0.50000 120.00 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0330 663003-005 2600.000 LF | 0.40000 1040.00| 0.50000 1300.00| 0.50000 1300.00 BARRIER LINE, TYPE II | | | 0335 663004-011 195.000 LF | 4.00000 780.00| 4.50000 877.50| 5.00000 975.00 CHANNELIZING LINE, TYPE V 8" | | | 0340 663005-010 170.000 LF | 13.00000 2210.00| 12.25000 2082.50| 12.00000 2040.00 STOP LINE, TYPE V 24" | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 016 -6 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 0027906 COUNTIES : MINGO LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 62-1345425 |(2) 61-0911548 |(3) 55-0622971 |BILCO CONSTRUCTION COMPANY, |ROBERTS CONSTRUCTION COMPANY|MCCOY CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0345 663006-010 105.000 LF | 5.00000 525.00| 4.50000 472.50| 3.50000 367.50 CROSSWALK LINE, TYPE V 8" | | | 0350 663007-010 65.000 LF | 6.00000 390.00| 12.25000 796.25| 7.00000 455.00 STRIPE, TYPE V 12" YELLOW | | | 0355 663010-010 12.000 EA | 150.00000 1800.00| 170.00000 2040.00| 150.00000 1800.00 LANE ARROW, TYPE V | | | 0360 663011-010 8.000 EA | 55.00000 440.00| 56.00000 448.00| 50.00000 400.00 LANE LETTER, TYPE V | | | 0365 663015-005 2.000 EA | 400.00000 800.00| 340.00000 680.00| 400.00000 800.00 RAILROAD CROSSING MARKING, TYPE V | | | SECTION TOTALS | $ 12,239.00| $ 12,995.75| $ 12,106.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 TRAFFIC SIGNAL | | | 0370 660001-001 LUMP| 11000.00000 11000.00| 10800.00000 10800.00| 10000.00000 10000.00 SIGNAL CONTROLLER 01 | | | 0375 660002-005 6.000 EA | 230.00000 1380.00| 240.00000 1440.00| 215.00000 1290.00 TRAFFIC DETECTOR, LPS-C | | | 0380 660003-001 2.000 EA | 650.00000 1300.00| 610.00000 1220.00| 546.00000 1092.00 SIGNAL SECTION, G-16 | | | 0385 660003-006 21.000 EA | 350.00000 7350.00| 360.00000 7560.00| 325.00000 6825.00 SIGNAL SECTION, V-12 | | | 0390 660004-041 4.000 EA | 2700.00000 10800.00| 2850.00000 11400.00| 2550.00000 10200.00 SIGNAL SUPPORT, INSTALLATION ONLY, C1 | | | 0400 660005-010 5.000 EA | 1100.00000 5500.00| 1120.00000 5600.00| 1000.00000 5000.00 JUNCTION BOX, TYPE H | | | 0405 660007-001 LUMP| 18000.00000 18000.00| 19000.00000 19000.00| 16000.00000 16000.00 MISCELLANEOUS SIGNAL 01 | | | 0410 662007-001 2.000 EA | 600.00000 1200.00| 630.00000 1260.00| 570.00000 1140.00 LUMINAIRE, 250W | | | 0415 662014-001 LUMP| 1500.00000 1500.00| 1200.00000 1200.00| 1050.00000 1050.00 INCIDENTAL ELECTRICAL WORK | | | SECTION TOTALS | $ 58,030.00| $ 59,480.00| $ 52,597.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 921,973.00| $ 983,069.97| $ 987,606.40 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 016 -7 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 0027906 COUNTIES : MINGO LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 55-0710073 | | |TEAYS RIVER CONSTRUCTION COM| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 98000.00000 98000.00| | CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 33000.00000 33000.00| | MOBILIZATION | | | 0015 207001-001 1297.000 CY | 24.00000 31128.00| | UNCLASSIFIED EXCAVATION | | | 0020 207002-000 446.000 CY | 65.00000 28990.00| | SUBGRADE | | | 0025 207034-000 2672.000 SY | 1.50000 4008.00| | FABRIC FOR SEPARATION | | | 0030 307001-000 503.000 CY | 85.00000 42755.00| | AGGREGATE BASE COURSE, CLASS | | | 0035 307005-001 358.000 TN | 50.00000 17900.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0040 408002-001 770.000 GA | 1.00000 770.00| | BITUMINOUS MATERIAL | | | 0045 502001-012 147.000 SY | 150.00000 22050.00| | 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0050 604072-124 1.000 EA | 1100.00000 1100.00| | 36 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0055 605004-001 4.000 EA | 1400.00000 5600.00| | TYPE B INLET | | | 0060 605009-001 4.000 EA | 1500.00000 6000.00| | TYPE G INLET | | | 0065 606020-001 392.000 LF | 8.00000 3136.00| | AGGREGATE FILLED FABRIC UNDERDRAIN, | | | 0070 606025-004 392.000 LF | 23.00000 9016.00| | 6 INCH UNDERDRAIN PIPE | | | 0075 607001-001 308.500 LF | 19.00000 5861.50| | TYPE 1 GUARDRAIL, CLASS II | | | 0080 607006-001 2.000 EA | 900.00000 1800.00| | THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0085 609001-001 71.000 SY | 50.00000 3550.00| | CONCRETE SIDEWALK | | | 0090 609002-001 8.000 CY | 90.00000 720.00| | BED COURSE MATERIAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 016 -8 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 0027906 COUNTIES : MINGO LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 55-0710073 | | |TEAYS RIVER CONSTRUCTION COM| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 610001-002 392.000 LF | 38.00000 14896.00| | PLAIN CONCRETE CURBING, TYPE II | | | 0100 610003-001 121.000 LF | 40.00000 4840.00| | COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I | | | 0105 610003-004 24.000 LF | 40.00000 960.00| | COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE IV | | | 0110 633003-001 39.000 CY | 40.00000 1560.00| | DUMPED ROCK GUTTER | | | 0115 636011-001 6000.000 UN | 0.75000 4500.00| | TRAFFIC CONTROL DEVICE | | | 0120 636012-010 2.000 EA | 250.00000 500.00| | PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0125 636013-001 100.000 EA | 2.50000 250.00| | INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0130 636014-001 400.000 HR | 50.00000 20000.00| | FLAGGER | | | 0135 636025-001 300.000 DA | 1.25000 375.00| | WARNING LIGHTS, TYPE | | | 0140 637001-001 3.000 MG | 50.00000 150.00| | WATER FOR DUST PALLIATIVE | | | 0145 638002-001 14.000 EA | 50.00000 700.00| | RIGHT OF WAY MARKER | | | 0150 639001-001 LUMP| 3000.00000 3000.00| | CONSTRUCTION LAYOUT STAKE | | | 0155 640001-001 8.000 MO | 1200.00000 9600.00| | STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0160 642012-001 2500.000 LF | 3.50000 8750.00| | SILT FENCE | | | 0165 642033-001 50.000 CY | 10.00000 500.00| | SEDIMENT TRAP | | | 0170 652001-001 0.170 TN | 250.00000 42.50| | AGRICULTURAL LIMESTONE | | | 0175 652002-001 0.150 TN | 5000.00000 750.00| | FERTILIZER, 10-20-10 | | | 0180 652002-002 0.030 TN | 5000.00000 150.00| | FERTILIZER, UREA FORMALDEHYDE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 016 -9 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 0027906 COUNTIES : MINGO LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 55-0710073 | | |TEAYS RIVER CONSTRUCTION COM| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 652003-001 21.000 LB | 100.00000 2100.00| | SEED MIXTURES, B, C-1, OR C-2 "B" | | | 0190 652004-001 0.340 TN | 2500.00000 850.00| | STRAW OR HAY MULCH | | | 0195 670010-500 38.000 LF | 380.00000 14440.00| | 36 INCH STEEL CASING PIPE, THICKNESS | | | 0.5" | | | 0200 401001-001 AA1 714.000 TN | 75.00000 53550.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0205 401001-002 AA2 643.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0210 402001-001 BB1 280.000 TN | 80.00000 22400.00| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0215 402001-002 BB2 252.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | 0220 604076-016 CC1 194.000 LF | 58.00000 11252.00| | 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, | | | 0225 604037-016 CC2 194.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | 0230 604076-020 DD1 54.000 LF | 215.00000 11610.00| | 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, | | | 0235 604037-020 DD2 54.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | 0240 604076-024 EE1 110.000 LF | 67.00000 7370.00| | 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, | | | 0245 604037-024 EE2 110.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | SECTION TOTALS | $ 510,480.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE | | | 0250 211002-000 720.000 CY | 43.00000 30960.00| | ROCK BORROW EXCAVATION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 016 -10 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 0027906 COUNTIES : MINGO LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 55-0710073 | | |TEAYS RIVER CONSTRUCTION COM| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0255 212001-000 41.000 CY | 20.00000 820.00| | STRUCTURE EXCAVATION | | | 0260 212002-000 176.000 CY | 45.00000 7920.00| | WET EXCAVATION | | | 0265 212005-000 33.000 CY | 65.00000 2145.00| | SELECT MATERIAL FOR BACKFILLING | | | 0270 601002-001 146.000 CY | 530.00000 77380.00| | CLASS B CONCRETE | | | 0275 601003-001 248.000 CY | 500.00000 124000.00| | CLASS K CONCRETE | | | 0280 602001-001 16384.000 LB | 0.80000 13107.20| | REINFORCING STEEL BAR | | | 0285 602002-001 49459.000 LB | 0.90000 44513.10| | EPOXY COATED REINFORCING STEEL BAR | | | 0290 615001-001 1.000 LS | 194000.00000 194000.00| | STEEL SUPERSTRUCTURE | | | 0295 616005-006 911.000 LF | 80.00000 72880.00| | HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0300 617003-001 195.000 LF | 75.00000 14625.00| | ALUMINUM RAILING | | | 0305 639001-001 LUMP| 3000.00000 3000.00| | CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 585,350.30| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 SIGNING AND MARKING | | | 0310 657010-001 132.000 LF | 10.00000 1320.00| | 3.00 LB CHANNEL POST | | | 0315 661001-001 66.000 SF | 30.00000 1980.00| | 0.080 IN FLAT SHEET SIGN | | | 0320 663001-004 2550.000 LF | 0.40000 1020.00| | EDGE LINE, TYPE II WHITE | | | 0325 663002-005 240.000 LF | 0.60000 144.00| | LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0330 663003-005 2600.000 LF | 0.40000 1040.00| | BARRIER LINE, TYPE II | | | 0335 663004-011 195.000 LF | 5.00000 975.00| | CHANNELIZING LINE, TYPE V 8" | | | 0340 663005-010 170.000 LF | 14.00000 2380.00| | STOP LINE, TYPE V 24" | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 016 -11 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 0027906 COUNTIES : MINGO LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 55-0710073 | | |TEAYS RIVER CONSTRUCTION COM| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0345 663006-010 105.000 LF | 5.00000 525.00| | CROSSWALK LINE, TYPE V 8" | | | 0350 663007-010 65.000 LF | 7.00000 455.00| | STRIPE, TYPE V 12" YELLOW | | | 0355 663010-010 12.000 EA | 190.00000 2280.00| | LANE ARROW, TYPE V | | | 0360 663011-010 8.000 EA | 60.00000 480.00| | LANE LETTER, TYPE V | | | 0365 663015-005 2.000 EA | 5.00000 10.00| | RAILROAD CROSSING MARKING, TYPE V | | | SECTION TOTALS | $ 12,609.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 TRAFFIC SIGNAL | | | 0370 660001-001 LUMP| 13000.00000 13000.00| | SIGNAL CONTROLLER 01 | | | 0375 660002-005 6.000 EA | 280.00000 1680.00| | TRAFFIC DETECTOR, LPS-C | | | 0380 660003-001 2.000 EA | 720.00000 1440.00| | SIGNAL SECTION, G-16 | | | 0385 660003-006 21.000 EA | 425.00000 8925.00| | SIGNAL SECTION, V-12 | | | 0390 660004-041 4.000 EA | 3400.00000 13600.00| | SIGNAL SUPPORT, INSTALLATION ONLY, C1 | | | 0400 660005-010 5.000 EA | 1300.00000 6500.00| | JUNCTION BOX, TYPE H | | | 0405 660007-001 LUMP| 22000.00000 22000.00| | MISCELLANEOUS SIGNAL 01 | | | 0410 662007-001 2.000 EA | 750.00000 1500.00| | LUMINAIRE, 250W | | | 0415 662014-001 LUMP| 1400.00000 1400.00| | INCIDENTAL ELECTRICAL WORK | | | SECTION TOTALS | $ 70,045.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,178,484.30| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 017 -1 VENDOR RANKING CALL ORDER : 017 CONTRACT ID : 9727407R1 COUNTIES : BERKELEY LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : INWOOD CENTER TURN LANE PROJECT(S) : U302-0051/00-004.44 00 0STP 0051 020 E00 LOCATION: INWOOD - WV 51 0.10M W I-81 SB RAMPTO US 11 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 537,610.00 100.0000% 2 55-0700300 A.L.L. CONSTRUCTION, INC. $ 542,495.58 100.9087% 3 55-0492296 JEFFERSON ASPHALT PRODUCTS COMPANY, INC. $ 547,843.35 101.9034% 4 55-0739010 GREEN RIVER GROUP LLC $ 561,763.18 104.4926% 5 58-1401472 APAC-VIRGINIA, INC. $ 673,810.00 125.3343% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 017 -2 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 9727407R1 COUNTIES : BERKELEY LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 55-0700300 |(3) 55-0492296 |MOUNTAINEER CONTRACTORS, INC|A.L.L. CONSTRUCTION, INC. |JEFFERSON ASPHALT PRODUCTS C LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY WIDENING | | | 0005 201001-000 1.000 LS | 47775.54000 47775.54| 4000.00000 4000.00| 7500.00000 7500.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 20000.00000 20000.00| 6500.00000 6500.00| 20000.00000 20000.00 MOBILIZATION | | | 0017 207009-000 LUMP| 62000.00000 62000.00| 50100.00000 50100.00| 100000.00000 100000.00 UNCLASSIFIED EXCAVATION | | | 0020 207034-000 8500.000 SY | 0.85000 7225.00| 1.00000 8500.00| 1.50000 12750.00 FABRIC FOR SEPARATION | | | 0027 211004-000 LUMP| 0.01000 0.01| 12000.00000 12000.00| 12000.00000 12000.00 UNCLASSIFIED BORROW EXCAVATION | | | 0030 218004-003 10.000 SY | 60.00000 600.00| 40.00000 400.00| 50.00000 500.00 12 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0035 408002-001 4950.000 GA | 0.01000 49.50| 1.80000 8910.00| 0.01000 49.50 BITUMINOUS MATERIAL | | | 0040 409002-001 4680.000 GA | 0.01000 46.80| 2.05000 9594.00| 1.00000 4680.00 BITUMINOUS MATERIAL | | | 0045 604001-020 10.000 LF | 125.00000 1250.00| 100.00000 1000.00| 80.00000 800.00 24 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0050 605009-001 1.000 EA | 1200.00000 1200.00| 2000.00000 2000.00| 2000.00000 2000.00 TYPE G INLET | | | 0055 607001-001 1560.000 LF | 15.65000 24414.00| 17.20000 26832.00| 12.10000 18876.00 TYPE 1 GUARDRAIL, CLASS I | | | 0060 607001-001 500.000 LF | 8.75000 4375.00| 9.50000 4750.00| 8.25000 4125.00 TYPE 1 GUARDRAIL, CLASS II | | | 0065 607065-001 3.000 EA | 1300.00000 3900.00| 1450.00000 4350.00| 1320.00000 3960.00 FLARED END TERMINAL | | | 0070 608002-001 200.000 LF | 32.00000 6400.00| 25.00000 5000.00| 27.50000 5500.00 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0075 633003-001 150.000 CY | 35.00000 5250.00| 30.00000 4500.00| 40.00000 6000.00 DUMPED ROCK GUTTER | | | 0080 636011-001 26876.000 UN | 0.89000 23919.64| 0.98000 26338.48| 1.00000 26876.00 TRAFFIC CONTROL DEVICE | | | 0085 636012-010 1.000 EA | 0.01000 0.01| 1.00000 1.00| 550.00000 550.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0090 636013-001 65.000 EA | 0.01000 0.65| 1.00000 65.00| 5.50000 357.50 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 017 -3 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 9727407R1 COUNTIES : BERKELEY LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 55-0700300 |(3) 55-0492296 |MOUNTAINEER CONTRACTORS, INC|A.L.L. CONSTRUCTION, INC. |JEFFERSON ASPHALT PRODUCTS C LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 636014-001 1100.000 HR | 40.00000 44000.00| 42.00000 46200.00| 46.00000 50600.00 FLAGGER | | | 0100 636025-001 1200.000 DA | 1.35000 1620.00| 1.50000 1800.00| 1.50000 1800.00 WARNING LIGHTS, TYPE B | | | 0105 637001-001 3.000 MG | 300.00000 900.00| 100.00000 300.00| 75.00000 225.00 WATER FOR DUST PALLIATIVE | | | 0110 639001-001 LUMP| 5000.00000 5000.00| 7500.00000 7500.00| 15000.00000 15000.00 CONSTRUCTION LAYOUT STAKE | | | 0115 642013-001 LUMP| 100.00000 100.00| 3500.00000 3500.00| 5000.00000 5000.00 TEMPORARY POLLUTION CONTROL | | | 0120 652001-001 0.300 TN | 65.00000 19.50| 100.00000 30.00| 110.00000 33.00 AGRICULTURAL LIMESTONE | | | 0125 652002-001 0.400 TN | 400.00000 160.00| 450.00000 180.00| 1100.00000 440.00 FERTILIZER, 10-20-10 | | | 0130 652002-002 0.100 TN | 1200.00000 120.00| 1500.00000 150.00| 1650.00000 165.00 FERTILIZER, UREA FORMALDEHYDE | | | 0135 652003-001 100.000 LB | 12.00000 1200.00| 13.00000 1300.00| 16.50000 1650.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0140 652004-001 1.500 TN | 1000.00000 1500.00| 1200.00000 1800.00| 1100.00000 1650.00 STRAW OR HAY MULCH | | | 0145 655002-001 2900.000 SY | 5.00000 14500.00| 4.50000 13050.00| 6.30000 18270.00 PERMANENT EROSION MATTING, TYPE B | | | 0150 657006-001 53.000 LF | 35.00000 1855.00| 38.00000 2014.00| 71.50000 3789.50 S4X7.7, A-441 SUPPORT, GALVANIZED | | | 0155 657006-005 67.000 LF | 45.00000 3015.00| 49.00000 3283.00| 93.50000 6264.50 W6X12, A-441 SUPPORT, GALVANIZED | | | 0160 657008-001 132.000 LF | 8.00000 1056.00| 8.80000 1161.60| 9.90000 1306.80 2.00 LB CHANNEL POST | | | 0165 657010-001 782.000 LF | 10.00000 7820.00| 11.00000 8602.00| 12.00000 9384.00 3.00 LB CHANNEL POST | | | 0170 657017-001 4.000 CY | 1200.00000 4800.00| 1300.00000 5200.00| 1650.00000 6600.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0175 661001-001 450.000 SF | 19.00000 8550.00| 21.00000 9450.00| 28.60000 12870.00 0.080 IN FLAT SHEET SIGN | | | 0180 661011-001 6.000 EA | 250.00000 1500.00| 275.00000 1650.00| 165.00000 990.00 INSTALLATION OF REUSABLE SIGN | | | 0185 663001-004 8815.000 LF | 0.15000 1322.25| 0.20000 1763.00| 0.17000 1498.55 EDGE LINE, TYPE II WHITE | | | 0190 663002-005 1300.000 LF | 0.15000 195.00| 0.20000 260.00| 0.17000 221.00 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 017 -4 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 9727407R1 COUNTIES : BERKELEY LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 55-0700300 |(3) 55-0492296 |MOUNTAINEER CONTRACTORS, INC|A.L.L. CONSTRUCTION, INC. |JEFFERSON ASPHALT PRODUCTS C LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0195 663003-005 7800.000 LF | 0.15000 1170.00| 0.20000 1560.00| 0.17000 1326.00 BARRIER LINE, TYPE II | | | 0200 663004-004 590.000 LF | 0.75000 442.50| 0.85000 501.50| 0.85000 501.50 CHANNELIZING LINE, TYPE II | | | 0205 663005-010 200.000 LF | 11.50000 2300.00| 13.00000 2600.00| 12.75000 2550.00 STOP LINE, TYPE V (24") | | | 0210 663007-010 250.000 LF | 11.50000 2875.00| 13.00000 3250.00| 12.75000 3187.50 STRIPE, TYPE V YELLOW | | | 0215 663010-010 33.000 EA | 150.00000 4950.00| 175.00000 5775.00| 165.00000 5445.00 LANE ARROW, TYPE V | | | 0220 663011-010 32.000 EA | 96.05000 3073.60| 110.00000 3520.00| 106.00000 3392.00 LANE LETTER, TYPE V | | | 0225 307001-001 AA1 3200.000 TN | 30.00000 96000.00| 34.00000 108800.00| 15.00000 48000.00 AGGREGATE BASE COURSE STONE OR GRAVEL, | | | CLASS 1 | | | 0230 307001-002 AA2 2920.000 TN | | | AGGREGATE BASE COURSE SLAG, CLASS 1 | | | 0235 401001-001 BB1 1725.000 TN | 34.00000 58650.00| 39.00000 67275.00| 34.00000 58650.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0240 401001-002 BB2 1650.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0245 401007-001 CC1 450.000 TN | 36.00000 16200.00| 37.00000 16650.00| 36.00000 16200.00 MARSHALL SCRATCH COURSE, STONE OR | | | GRAVEL TYPE 1 | | | 0250 401007-002 CC2 430.000 TN | | | MARSHALL SCRATCH COURSE, SLAG TYPE 1 | | | 0255 402001-001 DD1 1055.000 TN | 42.00000 44310.00| 46.00000 48530.00| 42.00000 44310.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0260 402001-002 DD2 1010.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | SECTION TOTALS | $ 537,610.00| $ 542,495.58| $ 547,843.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 537,610.00| $ 542,495.58| $ 547,843.35 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 017 -5 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 9727407R1 COUNTIES : BERKELEY LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0739010 |(5) 58-1401472 | |GREEN RIVER GROUP LLC |APAC-VIRGINIA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY WIDENING | | | 0005 201001-000 1.000 LS | 38000.00000 38000.00| 10000.00000 10000.00| CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| MOBILIZATION | | | 0017 207009-000 LUMP| 55000.00000 55000.00| 150000.00000 150000.00| UNCLASSIFIED EXCAVATION | | | 0020 207034-000 8500.000 SY | 1.00000 8500.00| 2.00000 17000.00| FABRIC FOR SEPARATION | | | 0027 211004-000 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| UNCLASSIFIED BORROW EXCAVATION | | | 0030 218004-003 10.000 SY | 45.00000 450.00| 135.00000 1350.00| 12 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0035 408002-001 4950.000 GA | 0.01000 49.50| 1.50000 7425.00| BITUMINOUS MATERIAL | | | 0040 409002-001 4680.000 GA | 0.01000 46.80| 1.90000 8892.00| BITUMINOUS MATERIAL | | | 0045 604001-020 10.000 LF | 50.00000 500.00| 220.00000 2200.00| 24 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0050 605009-001 1.000 EA | 1250.00000 1250.00| 3000.00000 3000.00| TYPE G INLET | | | 0055 607001-001 1560.000 LF | 11.00000 17160.00| 17.00000 26520.00| TYPE 1 GUARDRAIL, CLASS I | | | 0060 607001-001 500.000 LF | 8.00000 4000.00| 9.00000 4500.00| TYPE 1 GUARDRAIL, CLASS II | | | 0065 607065-001 3.000 EA | 1200.00000 3600.00| 1400.00000 4200.00| FLARED END TERMINAL | | | 0070 608002-001 200.000 LF | 25.00000 5000.00| 15.50000 3100.00| 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0075 633003-001 150.000 CY | 33.00000 4950.00| 75.00000 11250.00| DUMPED ROCK GUTTER | | | 0080 636011-001 26876.000 UN | 0.85000 22844.60| 1.50000 40314.00| TRAFFIC CONTROL DEVICE | | | 0085 636012-010 1.000 EA | 50.00000 50.00| 400.00000 400.00| PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0090 636013-001 65.000 EA | 5.00000 325.00| 5.00000 325.00| INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 017 -6 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 9727407R1 COUNTIES : BERKELEY LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0739010 |(5) 58-1401472 | |GREEN RIVER GROUP LLC |APAC-VIRGINIA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 636014-001 1100.000 HR | 40.00000 44000.00| 50.00000 55000.00| FLAGGER | | | 0100 636025-001 1200.000 DA | 1.15000 1380.00| 1.50000 1800.00| WARNING LIGHTS, TYPE B | | | 0105 637001-001 3.000 MG | 0.01000 0.03| 65.00000 195.00| WATER FOR DUST PALLIATIVE | | | 0110 639001-001 LUMP| 1500.00000 1500.00| 5500.00000 5500.00| CONSTRUCTION LAYOUT STAKE | | | 0115 642013-001 LUMP| 2000.00000 2000.00| 15000.00000 15000.00| TEMPORARY POLLUTION CONTROL | | | 0120 652001-001 0.300 TN | 100.00000 30.00| 70.00000 21.00| AGRICULTURAL LIMESTONE | | | 0125 652002-001 0.400 TN | 1000.00000 400.00| 450.00000 180.00| FERTILIZER, 10-20-10 | | | 0130 652002-002 0.100 TN | 1500.00000 150.00| 1300.00000 130.00| FERTILIZER, UREA FORMALDEHYDE | | | 0135 652003-001 100.000 LB | 15.00000 1500.00| 13.00000 1300.00| SEED MIXTURES, B, C-1, OR C-2 | | | 0140 652004-001 1.500 TN | 1000.00000 1500.00| 1100.00000 1650.00| STRAW OR HAY MULCH | | | 0145 655002-001 2900.000 SY | 6.00000 17400.00| 5.50000 15950.00| PERMANENT EROSION MATTING, TYPE B | | | 0150 657006-001 53.000 LF | 65.00000 3445.00| 40.00000 2120.00| S4X7.7, A-441 SUPPORT, GALVANIZED | | | 0155 657006-005 67.000 LF | 85.00000 5695.00| 50.00000 3350.00| W6X12, A-441 SUPPORT, GALVANIZED | | | 0160 657008-001 132.000 LF | 9.00000 1188.00| 9.00000 1188.00| 2.00 LB CHANNEL POST | | | 0165 657010-001 782.000 LF | 11.00000 8602.00| 11.00000 8602.00| 3.00 LB CHANNEL POST | | | 0170 657017-001 4.000 CY | 1500.00000 6000.00| 1320.00000 5280.00| CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0175 661001-001 450.000 SF | 26.00000 11700.00| 20.00000 9000.00| 0.080 IN FLAT SHEET SIGN | | | 0180 661011-001 6.000 EA | 150.00000 900.00| 275.00000 1650.00| INSTALLATION OF REUSABLE SIGN | | | 0185 663001-004 8815.000 LF | 0.15000 1322.25| 0.20000 1763.00| EDGE LINE, TYPE II WHITE | | | 0190 663002-005 1300.000 LF | 0.15000 195.00| 0.20000 260.00| LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/13/02 PAGE : 017 -7 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 9727407R1 COUNTIES : BERKELEY LETTING DATE : 02/20/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0739010 |(5) 58-1401472 | |GREEN RIVER GROUP LLC |APAC-VIRGINIA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0195 663003-005 7800.000 LF | 0.15000 1170.00| 1.00000 7800.00| BARRIER LINE, TYPE II | | | 0200 663004-004 590.000 LF | 75.00000 44250.00| 2.00000 1180.00| CHANNELIZING LINE, TYPE II | | | 0205 663005-010 200.000 LF | 15.00000 3000.00| 12.50000 2500.00| STOP LINE, TYPE V (24") | | | 0210 663007-010 250.000 LF | 12.00000 3000.00| 12.50000 3125.00| STRIPE, TYPE V YELLOW | | | 0215 663010-010 33.000 EA | 150.00000 4950.00| 150.00000 4950.00| LANE ARROW, TYPE V | | | 0220 663011-010 32.000 EA | 100.00000 3200.00| 100.00000 3200.00| LANE LETTER, TYPE V | | | 0225 307001-001 AA1 3200.000 TN | 32.00000 102400.00| 20.00000 64000.00| AGGREGATE BASE COURSE STONE OR GRAVEL, | | | CLASS 1 | | | 0230 307001-002 AA2 2920.000 TN | | | AGGREGATE BASE COURSE SLAG, CLASS 1 | | | 0235 401001-001 BB1 1725.000 TN | 34.00000 58650.00| 40.00000 69000.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0240 401001-002 BB2 1650.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0245 401007-001 CC1 450.000 TN | 36.00000 16200.00| 60.00000 27000.00| MARSHALL SCRATCH COURSE, STONE OR | | | GRAVEL TYPE 1 | | | 0250 401007-002 CC2 430.000 TN | | | MARSHALL SCRATCH COURSE, SLAG TYPE 1 | | | 0255 402001-001 DD1 1055.000 TN | 42.00000 44310.00| 48.00000 50640.00| MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0260 402001-002 DD2 1010.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | SECTION TOTALS | $ 561,763.18| $ 673,810.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 561,763.18| $ 673,810.00| ====================================================================================================================================