1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : CONTRACT DESCRIPTION : U.S. 35/I-64 INTERCHANGE PROJECT(S) : U340-0035/00-001.60 02 00HP 0868 009 000 LOCATION: CO 33 - CROOKED CREEK ROAD 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0535003 KANAWHA STONE COMPANY, INC. $ 18,904,990.61 100.0000% 2 55-0345840 VECELLIO & GROGAN, INC. $ 20,368,491.75 107.7413% 3 55-0328627 J. F. ALLEN COMPANY $ 20,481,278.90 108.3379% 4 61-0874665 ELMO GREER & SONS, LLC $ 20,686,275.72 109.4223% 5 25-1021993 TRUMBULL CORPORATION $ 21,716,868.17 114.8737% 6 61-0548463 BIZZACK, INC. $ 22,097,804.66 116.8887% 7 55-0683174 HEETER CONSTRUCTION, INC. $ 25,709,148.44 135.9913% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(1) 55-0535003 |(2) 55-0345840 |(3) 55-0328627 |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, 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 | 265000.00000 265000.00| 349797.00000 349797.00| 680614.85000 680614.85 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 5000.00000 5000.00| 6000.00000 6000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 001 | | | 0015 202001-000 1.000 LS | 3000.00000 3000.00| 3200.00000 3200.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 002 | | | 0020 202001-000 1.000 LS | 10000.00000 10000.00| 6000.00000 6000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 004 | | | 0025 202001-000 1.000 LS | 4000.00000 4000.00| 4000.00000 4000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 005 | | | 0030 202001-000 1.000 LS | 3000.00000 3000.00| 3200.00000 3200.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 006 | | | 0035 202001-000 1.000 LS | 6000.00000 6000.00| 3200.00000 3200.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 008 | | | 0040 202001-000 1.000 LS | 3000.00000 3000.00| 1200.00000 1200.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 009 | | | 0045 202001-000 1.000 LS | 2000.00000 2000.00| 2000.00000 2000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 010 | | | 0050 202001-000 1.000 LS | 1000.00000 1000.00| 400.00000 400.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 011 | | | 0055 202001-000 1.000 LS | 2000.00000 2000.00| 3200.00000 3200.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 012 | | | 0060 202001-000 1.000 LS | 500.00000 500.00| 400.00000 400.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 013 | | | 0065 202001-000 1.000 LS | 3000.00000 3000.00| 3200.00000 3200.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 014 | | | 0070 202001-000 1.000 LS | 1000.00000 1000.00| 1600.00000 1600.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 015 | | | 0075 202001-000 1.000 LS | 1000.00000 1000.00| 6000.00000 6000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 016 | | | 0080 202001-000 1.000 LS | 2000.00000 2000.00| 3200.00000 3200.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 017 | | | 0085 202001-000 1.000 LS | 2000.00000 2000.00| 1600.00000 1600.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 018 | | | 0090 202001-000 1.000 LS | 2000.00000 2000.00| 3200.00000 3200.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 019 | | | 0095 202001-000 1.000 LS | 500.00000 500.00| 1200.00000 1200.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 020 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(1) 55-0535003 |(2) 55-0345840 |(3) 55-0328627 |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, 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 | 3000.00000 3000.00| 4000.00000 4000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 021 | | | 0105 202001-000 1.000 LS | 3000.00000 3000.00| 6000.00000 6000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 022 | | | 0115 202001-000 1.000 LS | 2000.00000 2000.00| 1200.00000 1200.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 024 | | | 0120 202001-000 1.000 LS | 500.00000 500.00| 100.00000 100.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 025 | | | 0125 202001-000 1.000 LS | 8000.00000 8000.00| 6000.00000 6000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 026 | | | 0130 202001-000 1.000 LS | 16000.00000 16000.00| 14000.00000 14000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 027 | | | 0135 202001-000 1.000 LS | 7000.00000 7000.00| 6000.00000 6000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 028 | | | 0140 202001-000 1.000 LS | 2000.00000 2000.00| 4000.00000 4000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 029 | | | 0145 202001-000 1.000 LS | 4000.00000 4000.00| 600.00000 600.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 030 | | | 0150 202001-000 1.000 LS | 200.00000 200.00| 1000.00000 1000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 031 | | | 0155 202001-000 1.000 LS | 15000.00000 15000.00| 6000.00000 6000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 032 | | | 0160 202001-000 1.000 LS | 12000.00000 12000.00| 6000.00000 6000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 033 | | | 0165 202001-000 1.000 LS | 8000.00000 8000.00| 6000.00000 6000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 036 | | | 0170 202001-000 1.000 LS | 2000.00000 2000.00| 3200.00000 3200.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 037 | | | 0175 202001-000 1.000 LS | 2000.00000 2000.00| 3200.00000 3200.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 038 | | | 0180 202001-000 1.000 LS | 2000.00000 2000.00| 3200.00000 3200.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 039 | | | 0185 202001-000 1.000 LS | 2000.00000 2000.00| 3200.00000 3200.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 040 | | | 0190 202001-000 1.000 LS | 2000.00000 2000.00| 3200.00000 3200.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 041 | | | 0195 202001-000 1.000 LS | 2000.00000 2000.00| 3200.00000 3200.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 042 | | | 0200 202001-000 1.000 LS | 2000.00000 2000.00| 3200.00000 3200.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 043 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(1) 55-0535003 |(2) 55-0345840 |(3) 55-0328627 |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0205 202001-000 1.000 LS | 7000.00000 7000.00| 10000.00000 10000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 044 | | | 0210 202001-000 1.000 LS | 3000.00000 3000.00| 3200.00000 3200.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 045 | | | 0215 202001-000 1.000 LS | 7000.00000 7000.00| 4000.00000 4000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 046 | | | 0220 202001-000 1.000 LS | 2000.00000 2000.00| 1200.00000 1200.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 047 | | | 0225 202001-000 1.000 LS | 500.00000 500.00| 400.00000 400.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 048 | | | 0230 202001-000 1.000 LS | 1000.00000 1000.00| 4000.00000 4000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 049 | | | 0235 202001-000 1.000 LS | 1000.00000 1000.00| 1200.00000 1200.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 050 | | | 0240 202001-000 1.000 LS | 1000.00000 1000.00| 2000.00000 2000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 051 | | | 0245 202001-000 1.000 LS | 3000.00000 3000.00| 4000.00000 4000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 052 | | | 0250 202001-000 1.000 LS | 500.00000 500.00| 3000.00000 3000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 053 | | | 0255 202001-000 1.000 LS | 500.00000 500.00| 1000.00000 1000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 054 | | | 0260 202001-000 1.000 LS | 500.00000 500.00| 1000.00000 1000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 055 | | | 0265 202001-000 1.000 LS | 5000.00000 5000.00| 600.00000 600.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 056 | | | 0270 202001-000 1.000 LS | 1000.00000 1000.00| 1000.00000 1000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 057 | | | 0275 202001-000 1.000 LS | 2000.00000 2000.00| 2000.00000 2000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 058 | | | 0280 202001-000 1.000 LS | 4000.00000 4000.00| 4000.00000 4000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 059 | | | 0285 202001-000 1.000 LS | 2000.00000 2000.00| 2000.00000 2000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 060 | | | 0290 202001-000 1.000 LS | 2000.00000 2000.00| 800.00000 800.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 061 | | | 0295 202001-000 1.000 LS | 4000.00000 4000.00| 6000.00000 6000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 062 | | | 0300 202001-000 1.000 LS | 500.00000 500.00| 800.00000 800.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 063 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(1) 55-0535003 |(2) 55-0345840 |(3) 55-0328627 |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0305 202001-000 1.000 LS | 200.00000 200.00| 3200.00000 3200.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 064 | | | 0310 202001-000 1.000 LS | 2000.00000 2000.00| 2000.00000 2000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 065 | | | 0315 202001-000 1.000 LS | 1000.00000 1000.00| 200.00000 200.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 066 | | | 0320 202001-000 1.000 LS | 2000.00000 2000.00| 2500.00000 2500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 068 | | | 0325 202001-000 1.000 LS | 200.00000 200.00| 1000.00000 1000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 069 | | | 0330 202001-000 1.000 LS | 3000.00000 3000.00| 10000.00000 10000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 070 | | | 0335 202001-000 1.000 LS | 5000.00000 5000.00| 400.00000 400.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 072 | | | 0340 202001-000 1.000 LS | 100.00000 100.00| 1000.00000 1000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 073 | | | 0345 202001-000 1.000 LS | 500.00000 500.00| 400.00000 400.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 074 | | | 0350 202002-000 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 1.00000 1.00 WATER WELL ABANDONMENT NUMBER, 001 | | | 0355 202002-000 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 1.00000 1.00 WATER WELL ABANDONMENT NUMBER, 002 | | | 0356 202002-000 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 1.00000 1.00 WATER WELL ABANDONMENT NUMBER, 003 | | | 0360 202003-000 LUMP| 700.00000 700.00| 300.00000 300.00| 1.00000 1.00 SEPTIC TANK ABANDONMENT NUMBER, 044 | | | 0365 202003-000 LUMP| 700.00000 700.00| 300.00000 300.00| 1.00000 1.00 SEPTIC TANK ABANDONMENT NUMBER, 045 | | | 0370 202003-000 LUMP| 700.00000 700.00| 300.00000 300.00| 1.00000 1.00 SEPTIC TANK ABANDONMENT NUMBER, 047 | | | 0375 202003-000 LUMP| 700.00000 700.00| 300.00000 300.00| 1.00000 1.00 SEPTIC TANK ABANDONMENT NUMBER, 048 | | | 0380 202003-000 LUMP| 700.00000 700.00| 300.00000 300.00| 1.00000 1.00 SEPTIC TANK ABANDONMENT NUMBER, 049 | | | 0385 202003-000 LUMP| 700.00000 700.00| 300.00000 300.00| 1.00000 1.00 SEPTIC TANK ABANDONMENT NUMBER, 056 | | | 0390 202003-000 LUMP| 700.00000 700.00| 300.00000 300.00| 1.00000 1.00 SEPTIC TANK ABANDONMENT NUMBER, 057 | | | 0395 202003-000 LUMP| 700.00000 700.00| 300.00000 300.00| 1.00000 1.00 SEPTIC TANK ABANDONMENT NUMBER, 058 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(1) 55-0535003 |(2) 55-0345840 |(3) 55-0328627 |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0400 202003-000 LUMP| 700.00000 700.00| 300.00000 300.00| 1.00000 1.00 SEPTIC TANK ABANDONMENT NUMBER, 059 | | | 0405 202003-000 LUMP| 700.00000 700.00| 300.00000 300.00| 1.00000 1.00 SEPTIC TANK ABANDONMENT NUMBER, 062 | | | 0410 202003-000 LUMP| 700.00000 700.00| 300.00000 300.00| 1.00000 1.00 SEPTIC TANK ABANDONMENT NUMBER, 064 | | | 0415 202003-000 LUMP| 700.00000 700.00| 300.00000 300.00| 1.00000 1.00 SEPTIC TANK ABANDONMENT NUMBER, 065 | | | 0418 202004-000 LUMP| 15000.00000 15000.00| 10000.00000 10000.00| 20000.00000 20000.00 GAS WELL ABANDONMENT NUMBER, 288 | | | 0420 204001-000 LUMP| 150000.00000 150000.00| 500000.00000 500000.00| 621615.00000 621615.00 MOBILIZATION | | | 0425 206001-001 141703.000 LF | 0.52000 73685.56| 0.40000 56681.20| 0.40000 56681.20 SOIL DRAIN, PREFABRICATED WICK DRAIN | | | 0430 206002-100 49178.000 LF | 0.90000 44260.20| 0.80000 39342.40| 0.50000 24589.00 PREDRILLING | | | 0435 207001-001 2142339.000 CY | 2.80000 5998549.20| 2.50000 5355847.50| 3.33000 7133988.87 UNCLASSIFIED EXCAVATION | | | 0440 207002-000 34643.000 CY | 20.00000 692860.00| 21.00000 727503.00| 27.35000 947486.05 SUBGRADE | | | 0445 207033-000 867.000 SY | 1.20000 1040.40| 1.50000 1300.50| 3.00000 2601.00 FABRIC FOR SUBGRADE STABILIZATION | | | 0450 207034-000 97287.000 SY | 1.00000 97287.00| 1.00000 97287.00| 1.00000 97287.00 FABRIC FOR SEPARATION | | | 0455 207050-000 12.000 EA | 1600.00000 19200.00| 2300.00000 27600.00| 1470.00000 17640.00 SOIL MONITOR, VIBRATING WIRE PIEZOMETER | | | 0460 207050-000 2.000 EA | 14500.00000 29000.00| 19500.00000 39000.00| 13860.00000 27720.00 SOIL MONITOR, VIBRATING WIRE SLOPE | | | INCLINOMETER | | | 0465 207050-000 3.000 EA | 5300.00000 15900.00| 9500.00000 28500.00| 2677.50000 8032.50 SOIL MONITOR, VIBRATING WIRE SETTLEMENT | | | CELLS | | | 0470 207050-000 240.000 EA | 40.00000 9600.00| 75.00000 18000.00| 10.00000 2400.00 SOIL MONITOR, SETTLEMENT PINS | | | 0475 207050-000 20.000 EA | 270.00000 5400.00| 53.00000 1060.00| 10.00000 200.00 SOIL MONITOR, SETTLEMENT NOTCHES | | | 0480 207050-000 27.000 EA | 65.00000 1755.00| 75.00000 2025.00| 10.00000 270.00 SOIL MONITOR, TOE STAKES | | | 0485 211003-000 139096.000 CY | 8.70000 1210135.20| 9.60000 1335321.60| 7.10000 987581.60 SELECT BORROW EXCAVATION BOTTOM ASH, | | | COMPLETE AND MEASURED IN PLACE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(1) 55-0535003 |(2) 55-0345840 |(3) 55-0328627 |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 212005-000 3343.000 CY | 31.00000 103633.00| 37.00000 123691.00| 32.65000 109148.95 SELECT MATERIAL FOR BACKFILLING | | | 0495 218002-000 536.000 CY | 63.00000 33768.00| 50.00000 26800.00| 75.00000 40200.00 GROUTED RIPRAP | | | 0500 218003-000 24.000 CY | 155.00000 3720.00| 1500.00000 36000.00| 500.00000 12000.00 GABION | | | 0505 307001-000 1578.000 CY | 38.00000 59964.00| 55.00000 86790.00| 32.90000 51916.20 AGGREGATE BASE COURSE, CLASS I | | | 0506 307001-000 3599.000 CY | 45.00000 161955.00| 43.00000 154757.00| 32.20000 115887.80 AGGREGATE BASE COURSE, CLASS 10 | | | 0510 311006-001 5971.000 CY | 50.00000 298550.00| 44.00000 262724.00| 44.00000 262724.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0515 501005-006 1372.000 SY | 57.00000 78204.00| 50.00000 68600.00| 59.40000 81496.80 6 INCH NON-REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0520 601002-001 172.000 CY | 1075.00000 184900.00| 1000.00000 172000.00| 1000.00000 172000.00 CLASS B CONCRETE | | | 0525 604002-016 558.000 LF | 60.00000 33480.00| 39.00000 21762.00| 34.15000 19055.70 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0530 604002-020 49.000 LF | 67.50000 3307.50| 60.00000 2940.00| 43.15000 2114.35 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0535 604004-024 608.000 LF | 60.00000 36480.00| 70.00000 42560.00| 56.55000 34382.40 36 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0540 604004-032 513.000 LF | 215.00000 110295.00| 272.00000 139536.00| 257.85000 132277.05 60 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A5 | | | 0545 604004-044 1198.000 LF | 510.00000 610980.00| 486.00000 582228.00| 416.65000 499146.70 96 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, C5 | | | 0550 604011-081 185.000 LF | 505.00000 93425.00| 423.00000 78255.00| 408.80000 75628.00 112X75 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE ARCH, C5 | | | 0555 604037-016 645.000 LF | 45.00000 29025.00| 39.00000 25155.00| 50.95000 32862.75 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0560 604072-116 2.000 EA | 500.00000 1000.00| 265.00000 530.00| 373.25000 746.50 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(1) 55-0535003 |(2) 55-0345840 |(3) 55-0328627 |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0565 605001-001 3.000 EA | 2300.00000 6900.00| 4000.00000 12000.00| 3000.00000 9000.00 TYPE A MANHOLE | | | 0570 605002-001 1.000 EA | 2250.00000 2250.00| 3500.00000 3500.00| 5000.00000 5000.00 TYPE B MANHOLE | | | 0575 605003-001 1.000 EA | 2500.00000 2500.00| 2900.00000 2900.00| 3000.00000 3000.00 TYPE A INLET | | | 0580 605004-001 61.000 EA | 1580.00000 96380.00| 2800.00000 170800.00| 2000.00000 122000.00 TYPE B INLET | | | 0585 605008-001 4.000 EA | 4200.00000 16800.00| 3200.00000 12800.00| 3500.00000 14000.00 TYPE F INLET | | | 0590 605009-001 92.000 EA | 1250.00000 115000.00| 2900.00000 266800.00| 2050.00000 188600.00 TYPE G INLET | | | 0595 605012-001 1.000 EA | 1000.00000 1000.00| 1000.00000 1000.00| 1500.00000 1500.00 ADJUST INLET TYPE G | | | 0600 606029-001 14941.000 LF | 5.75000 85910.75| 7.00000 104587.00| 6.25000 93381.25 FREE DRAINING BASE TRENCH | | | 0605 606030-001 1048.000 LF | 14.00000 14672.00| 20.00000 20960.00| 11.25000 11790.00 OUTLET PIPE | | | 0610 607001-001 1235.000 LF | 9.40000 11609.00| 9.00000 11115.00| 9.35000 11547.25 TYPE 1 GUARDRAIL, CLASS I | | | 0615 607001-001 7165.000 LF | 7.00000 50155.00| 7.00000 50155.00| 6.95000 49796.75 TYPE 1 GUARDRAIL, CLASS II | | | 0620 607001-001 197.000 LF | 7.60000 1497.20| 8.00000 1576.00| 7.65000 1507.05 TYPE 1 GUARDRAIL, CLASS III | | | 0625 607006-001 1.000 EA | 800.00000 800.00| 750.00000 750.00| 787.50000 787.50 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0630 607010-020 2366.000 LF | 1.10000 2602.60| 1.00000 2366.00| 1.05000 2484.30 GUARDRAIL REMOVAL | | | 0635 607030-001 1.000 EA | 420.00000 420.00| 400.00000 400.00| 420.00000 420.00 SPECIAL TRAILING END TERMINAL | | | 0640 607065-001 18.000 EA | 1210.00000 21780.00| 1150.00000 20700.00| 1207.50000 21735.00 FLARED END TERMINAL | | | 0645 607066-001 5.000 EA | 1550.00000 7750.00| 1470.00000 7350.00| 1543.50000 7717.50 TANGENT END TERMINAL | | | 0650 608001-004 3031.000 LF | 14.80000 44858.80| 20.00000 60620.00| 13.65000 41373.15 5 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0655 608002-001 8589.000 LF | 9.50000 81595.50| 10.00000 85890.00| 8.35000 71718.15 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0660 608007-001 1.000 EA | 700.00000 700.00| 450.00000 450.00| 682.50000 682.50 VEHICULAR GATE, FARM FIELD, 10 FT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(1) 55-0535003 |(2) 55-0345840 |(3) 55-0328627 |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0665 609001-001 3316.000 SY | 41.00000 135956.00| 29.00000 96164.00| 31.50000 104454.00 CONCRETE SIDEWALK | | | 0670 609002-001 369.000 CY | 40.00000 14760.00| 70.00000 25830.00| 50.00000 18450.00 BED COURSE MATERIAL | | | 0675 610003-001 4119.000 LF | 25.00000 102975.00| 23.00000 94737.00| 18.90000 77849.10 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I | | | 0680 610003-003 377.000 LF | 26.00000 9802.00| 23.00000 8671.00| 18.90000 7125.30 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE III | | | 0685 610003-004 1313.000 LF | 25.30000 33218.90| 23.00000 30199.00| 18.90000 24815.70 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE IV | | | 0690 610021-001 806.000 LF | 69.50000 56017.00| 80.00000 64480.00| 43.60000 35141.60 SINGLE FACED BARRIER TYPE A | | | 0695 610021-001 250.000 LF | 79.00000 19750.00| 97.00000 24250.00| 50.40000 12600.00 SINGLE FACED BARRIER TYPE B | | | 0700 633001-001 1828.000 SY | 62.00000 113336.00| 68.00000 124304.00| 73.50000 134358.00 CONCRETE GUTTER | | | 0705 633003-001 1469.000 CY | 15.40000 22622.60| 25.00000 36725.00| 15.00000 22035.00 DUMPED ROCK GUTTER | | | 0710 634003-001 147.000 EA | 69.00000 10143.00| 72.00000 10584.00| 100.00000 14700.00 WHEEL STOPS, PRECAST CONCRETE | | | 0715 636007-001 2000.000 LF | 0.40000 800.00| 0.40000 800.00| 0.40000 800.00 ERADICATION OF PAVEMENT MARKING | | | 0720 636008-001 45000.000 LF | 0.16000 7200.00| 0.20000 9000.00| 0.20000 9000.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0725 636011-001 23740.000 UN | 0.75000 17805.00| 1.00000 23740.00| 0.75000 17805.00 TRAFFIC CONTROL DEVICE | | | 0730 636012-010 4.000 EA | 265.00000 1060.00| 250.00000 1000.00| 262.50000 1050.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0735 636013-001 295.000 EA | 2.70000 796.50| 2.50000 737.50| 2.65000 781.75 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0740 636014-001 400.000 HR | 50.00000 20000.00| 58.00000 23200.00| 50.00000 20000.00 FLAGGER | | | 0745 636014-002 400.000 HR | 67.50000 27000.00| 50.00000 20000.00| 50.00000 20000.00 TRAFFIC DIRECTOR | | | 0750 636017-001 350.000 LF | 25.00000 8750.00| 45.00000 15750.00| 25.00000 8750.00 TEMPORARY CONCRETE BARRIER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(1) 55-0535003 |(2) 55-0345840 |(3) 55-0328627 |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0755 636018-001 200.000 LF | 6.50000 1300.00| 9.00000 1800.00| 15.00000 3000.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0760 636024-001 235.000 LF | 40.00000 9400.00| 50.00000 11750.00| 50.00000 11750.00 TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0765 636025-001 3000.000 DA | 1.05000 3150.00| 1.00000 3000.00| 1.05000 3150.00 WARNING LIGHTS, TYPE B | | | 0770 636025-001 1000.000 DA | 0.40000 400.00| 0.40000 400.00| 0.40000 400.00 WARNING LIGHTS, TYPE C | | | 0775 637001-001 100.000 MG | 49.00000 4900.00| 250.00000 25000.00| 100.00000 10000.00 WATER FOR DUST PALLIATIVE | | | 0780 638001-001 3.000 EA | 235.00000 705.00| 750.00000 2250.00| 500.00000 1500.00 PROJECT MARKER | | | 0790 638003-001 45.000 EA | 196.00000 8820.00| 120.00000 5400.00| 200.00000 9000.00 SURVEY MARKER | | | 0795 639001-001 LUMP| 150000.00000 150000.00| 220000.00000 220000.00| 202644.00000 202644.00 CONSTRUCTION LAYOUT STAKE | | | 0800 640001-001 26.000 MO | 1400.00000 36400.00| 1000.00000 26000.00| 2500.00000 65000.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0805 640003-001 LUMP| 4000.00000 4000.00| 4770.00000 4770.00| 10000.00000 10000.00 BUILDING EQUIPMENT | | | 0815 642001-001 28073.000 LF | 0.45000 12632.85| 0.20000 5614.60| 0.01000 280.73 TEMPORARY BERM | | | 0820 642002-001 958.000 LF | 10.00000 9580.00| 15.00000 14370.00| 0.01000 9.58 SLOPE DRAIN | | | 0825 642004-001 2099.000 LB | 12.90000 27077.10| 12.50000 26237.50| 14.10000 29595.90 SEED MIXTURE, TEMPORARY | | | 0830 642004-003 2354.000 LB | 18.00000 42372.00| 17.50000 41195.00| 19.60000 46138.40 SEED MIXTURE, D | | | 0835 642004-002 2099.000 LB | 6.60000 13853.40| 6.50000 13643.50| 0.35000 734.65 SEED MIXTURE, B | | | 0840 642005-001 303.000 TN | 160.00000 48480.00| 150.00000 45450.00| 157.50000 47722.50 MULCH, STRAW OR HAY | | | 0845 642006-001 61.000 TN | 26.00000 1586.00| 25.00000 1525.00| 105.00000 6405.00 FERTILIZER | | | 0850 642008-001 266.000 LF | 47.00000 12502.00| 42.00000 11172.00| 60.00000 15960.00 TEMPORARY PIPE | | | 0855 642009-001 50400.000 LF | 0.35000 17640.00| 1.60000 80640.00| 0.01000 504.00 CONTOUR DITCH | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(1) 55-0535003 |(2) 55-0345840 |(3) 55-0328627 |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0860 642010-001 227.000 TN | 10.50000 2383.50| 10.00000 2270.00| 10.50000 2383.50 AGRICULTURAL LIMESTONE | | | 0865 642011-001 3750.000 EA | 8.00000 30000.00| 10.50000 39375.00| 0.01000 37.50 HAY OR STRAW BALE | | | 0870 642012-001 33750.000 LF | 2.70000 91125.00| 3.50000 118125.00| 0.01000 337.50 SILT FENCE | | | 0875 642031-001 470.000 EA | 115.00000 54050.00| 200.00000 94000.00| 0.01000 4.70 DITCH CHECK | | | 0880 642032-001 13.000 EA | 390.00000 5070.00| 1000.00000 13000.00| 100.00000 1300.00 CHECK DAM | | | 0885 642035-001 3.000 EA | 2800.00000 8400.00| 5000.00000 15000.00| 5000.00000 15000.00 RISER | | | 0890 642036-001 12379.000 CY | 3.20000 39612.80| 10.00000 123790.00| 0.01000 123.79 SEDIMENT REMOVAL | | | 0895 642037-001 9227.000 CY | 7.00000 64589.00| 7.00000 64589.00| 3.00000 27681.00 SEDIMENT POND | | | 0900 652001-001 667.000 TN | 10.50000 7003.50| 10.00000 6670.00| 10.50000 7003.50 AGRICULTURAL LIMESTONE | | | 0905 652002-001 271.000 TN | 26.00000 7046.00| 25.00000 6775.00| 105.00000 28455.00 FERTILIZER, 10-20-10 | | | 0910 652003-002 8333.000 LB | 9.75000 81246.75| 9.25000 77080.25| 8.15000 67913.95 SEED MIXTURE, D | | | 0915 652003-001 27083.000 LB | 2.00000 54166.00| 2.00000 54166.00| 1.65000 44686.95 SEED MIXTURES, B, C-1, OR C-2 | | | 0920 652004-001 833.000 TN | 474.00000 394842.00| 450.00000 374850.00| 446.25000 371726.25 STRAW OR HAY MULCH | | | 0925 655001-001 34506.000 SY | 1.25000 43132.50| 1.20000 41407.20| 1.30000 44857.80 MATTING | | | 0930 655002-001 13867.000 SY | 4.50000 62401.50| 4.25000 58934.75| 4.50000 62401.50 PERMANENT EROSION MATTING, TYPE A | | | 0935 655002-001 3887.000 SY | 4.50000 17491.50| 4.25000 16519.75| 4.50000 17491.50 PERMANENT EROSION MATTING, TYPE B | | | 0940 664001-008 2.000 EA | 7100.00000 14200.00| 6000.00000 12000.00| 6825.00000 13650.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 0945 664001-009 2.000 EA | 1115.00000 2230.00| 1300.00000 2600.00| 1155.00000 2310.00 REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 0950 670007-018 26.000 LF | 14.00000 364.00| 60.00000 1560.00| 50.00000 1300.00 4 INCH PLASTIC PIPE, CLASS I | | | 0955 670007-020 55.000 LF | 20.00000 1100.00| 80.00000 4400.00| 30.00000 1650.00 6 INCH PLASTIC PIPE, CLASS I, PERFORATED| | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -12 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(1) 55-0535003 |(2) 55-0345840 |(3) 55-0328627 |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0960 670007-024 14.000 LF | 35.00000 490.00| 90.00000 1260.00| 75.00000 1050.00 10 INCH PLASTIC PIPE, CLASS I | | | 0965 670007-026 207.000 LF | 40.00000 8280.00| 60.00000 12420.00| 30.00000 6210.00 12 INCH PLASTIC PIPE, CLASS I | | | 0970 670019-241 1.000 EA | 2580.00000 2580.00| 1000.00000 1000.00| 5000.00000 5000.00 10 INCH SPECIAL VALVE, TAP AND SLEEVE | | | WITH VALVE BOX ,MECHANICAL JOINT | | | 0975 681001-001 LUMP| 625.00000 625.00| 1650.00000 1650.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 001 | | | 0976 681001-001 LUMP| 3675.00000 3675.00| 3800.00000 3800.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 002 | | | 0980 681001-001 LUMP| 1005.00000 1005.00| 1550.00000 1550.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 005 | | | 0981 681001-001 LUMP| 1000.00000 1000.00| 2600.00000 2600.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 006 | | | 0984 681001-001 LUMP| 525.00000 525.00| 1600.00000 1600.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 010 | | | 0985 681001-001 LUMP| 525.00000 525.00| 600.00000 600.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 011 | | | 0986 681001-001 LUMP| 4945.00000 4945.00| 5500.00000 5500.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 012 | | | 0987 681001-001 LUMP| 100.00000 100.00| 475.00000 475.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 013 | | | 0989 681001-001 LUMP| 4215.00000 4215.00| 7900.00000 7900.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 016 | | | 0990 681001-001 LUMP| 4410.00000 4410.00| 5200.00000 5200.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 017 | | | 0995 681001-001 LUMP| 75.00000 75.00| 425.00000 425.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 018 | | | 0996 681001-001 LUMP| 270.00000 270.00| 710.00000 710.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 019 | | | 0997 681001-001 LUMP| 230.00000 230.00| 500.00000 500.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 021 | | | 1000 681001-001 LUMP| 630.00000 630.00| 1700.00000 1700.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 028 | | | 1001 681001-001 LUMP| 350.00000 350.00| 550.00000 550.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 029 | | | 1005 681001-001 LUMP| 50.00000 50.00| 275.00000 275.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 032 | | | 1006 681001-001 LUMP| 60.00000 60.00| 450.00000 450.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 045 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -13 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(1) 55-0535003 |(2) 55-0345840 |(3) 55-0328627 |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1007 681001-001 LUMP| 1210.00000 1210.00| 1450.00000 1450.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 044 | | | 1008 681001-001 LUMP| 350.00000 350.00| 750.00000 750.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 046 | | | 1009 681001-001 LUMP| 750.00000 750.00| 850.00000 850.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 052 | | | 1012 681001-001 LUMP| 200.00000 200.00| 725.00000 725.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 062 | | | 1013 681001-001 LUMP| 1050.00000 1050.00| 500.00000 500.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 072 | | | 1014 681001-001 LUMP| 1050.00000 1050.00| 1650.00000 1650.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 073 | | | 1015 681001-001 LUMP| 50.00000 50.00| 300.00000 300.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 074 | | | 1019 401001-001 AA1 20214.000 TN | 33.00000 667062.00| 35.00000 707490.00| 32.50000 656955.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 1020 401001-002 AA2 18388.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 1025 401002-001 BB1 1972.000 TN | 37.65000 74245.80| 42.00000 82824.00| 42.00000 82824.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE I | | | 1030 401002-002 BB2 1794.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE I | | | 1035 401007-001 CC1 1599.000 TN | 37.65000 60202.35| 42.00000 67158.00| 42.00000 67158.00 MARSHALL SCRATCH COURSE, STONE OR GRAVEL| | | 1040 401007-002 CC2 1455.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 1045 402001-001 DD1 1285.000 TN | | 45.00000 57825.00| 45.00000 57825.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 1050 402001-002 DD2 1170.000 TN | 42.00000 49140.00| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | 1055 604002-016 EE1 1839.000 LF | 53.00000 97467.00| 48.00000 88272.00| 33.85000 62250.15 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1060 604009-016 EE1 7.000 EA | 600.00000 4200.00| 168.00000 1176.00| 200.85000 1405.95 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -14 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(1) 55-0535003 |(2) 55-0345840 |(3) 55-0328627 |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1065 604025-016 EE2 1839.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 1070 604028-016 EE2 7.000 EA | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION, | | | 1075 604002-016 FF1 5661.000 LF | 43.00000 243423.00| 40.00000 226440.00| 33.85000 191624.85 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1080 604009-016 FF1 8.000 EA | 600.00000 4800.00| 170.00000 1360.00| 200.85000 1606.80 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 1085 604025-016 FF2 5661.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 1090 604028-016 FF2 8.000 EA | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION, | | | 1095 604037-016 FF3 5661.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 1100 604038-016 FF3 8.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 1105 604002-016 GG1 280.000 LF | 52.00000 14560.00| 41.00000 11480.00| 33.85000 9478.00 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1110 604025-016 GG2 280.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 1115 604037-016 GG3 280.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | V | | | 1120 604002-020 HH1 2224.000 LF | 45.00000 100080.00| 50.00000 111200.00| 40.85000 90850.40 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1125 604009-020 HH1 2.000 EA | 600.00000 1200.00| 205.00000 410.00| 286.65000 573.30 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 1130 604025-020 HH2 2224.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -15 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(1) 55-0535003 |(2) 55-0345840 |(3) 55-0328627 |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1135 604028-020 HH2 2.000 EA | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION, | | | 1140 604002-020 II1 1668.000 LF | 46.00000 76728.00| 39.00000 65052.00| 40.85000 68137.80 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1145 604009-020 II1 3.000 EA | 600.00000 1800.00| 204.00000 612.00| 286.65000 859.95 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 1150 604025-020 II2 1668.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 1155 604028-020 II2 3.000 EA | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION, | | | 1160 604037-020 II3 1668.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 1165 604038-020 II3 3.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 1170 604002-020 JJ1 313.000 LF | 40.00000 12520.00| 36.00000 11268.00| 40.85000 12786.05 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1175 604025-020 JJ2 313.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 1180 604037-020 JJ3 313.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 1185 604002-022 KK1 517.000 LF | 60.00000 31020.00| 45.00000 23265.00| 47.80000 24712.60 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1190 604025-022 KK2 517.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B2 | | | 1195 604002-022 LL1 411.000 LF | 52.00000 21372.00| 45.00000 18495.00| 47.80000 19645.80 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1200 604025-022 LL2 411.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | D5 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -16 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(1) 55-0535003 |(2) 55-0345840 |(3) 55-0328627 |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1205 604002-022 NN1 717.000 LF | 66.00000 47322.00| 45.00000 32265.00| 47.80000 34272.60 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1210 604009-022 NN1 1.000 EA | 600.00000 600.00| 299.00000 299.00| 543.30000 543.30 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 1215 604025-022 NN2 717.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B2 | | | 1220 604028-022 NN2 1.000 EA | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION, | | | 1225 604037-022 NN3 717.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 1230 604038-022 NN3 1.000 EA | | | 30 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 1235 604002-024 OO1 1424.000 LF | 75.00000 106800.00| 106.00000 150944.00| 53.65000 76397.60 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1240 604025-024 OO2 1424.000 LF | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B2 | | | 1245 604002-024 PP1 248.000 LF | 75.00000 18600.00| 76.00000 18848.00| 53.65000 13305.20 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1250 604025-024 PP2 248.000 LF | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B2 | | | 1255 604037-024 PP3 248.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 1260 604002-024 QQ1 123.000 LF | 93.00000 11439.00| 98.00000 12054.00| 53.65000 6598.95 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1265 604009-024 QQ1 2.000 EA | 950.00000 1900.00| 415.00000 830.00| 703.90000 1407.80 36 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 1270 604025-024 QQ2 123.000 LF | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -17 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(1) 55-0535003 |(2) 55-0345840 |(3) 55-0328627 |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1275 604028-024 QQ2 2.000 EA | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION, | | | 1280 604037-024 QQ3 123.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 1285 604038-024 QQ3 2.000 EA | | | 36 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 1290 604004-026 TT1 392.000 LF | 84.00000 32928.00| 94.00000 36848.00| 68.75000 26950.00 42 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 1295 604025-026 TT2 392.000 LF | | | 42 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | C2 | | | 1300 604037-026 TT3 392.000 LF | | | 42 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 1305 604004-026 UU1 276.000 LF | 105.00000 28980.00| 101.00000 27876.00| 68.75000 18975.00 42 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 1310 604025-026 UU2 276.000 LF | | | 42 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | C2 | | | 1315 604037-026 UU3 276.000 LF | | | 42 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 1320 604004-028 VV1 534.000 LF | 105.00000 56070.00| 113.00000 60342.00| 79.80000 42613.20 48 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 1325 604025-028 VV2 534.000 LF | | | 48 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | C2 | | | 1330 604004-028 WW1 652.000 LF | 135.00000 88020.00| 118.00000 76936.00| 79.80000 52029.60 48 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 1335 604025-028 WW2 652.000 LF | | | 48 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | C2 | | | 1340 604037-028 WW3 652.000 LF | | | 48 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -18 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(1) 55-0535003 |(2) 55-0345840 |(3) 55-0328627 |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1345 604002-036 XX1 118.000 LF | 250.00000 29500.00| 485.00000 57230.00| 467.85000 55206.30 72 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A5 | | | 1350 604037-036 XX2 118.000 LF | | | 72 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 1355 604004-044 YY1 532.000 LF | 515.00000 273980.00| 455.00000 242060.00| 350.35000 186386.20 96 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, B5 | | | 1360 604025-044 YY2 532.000 LF | | | 96 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | C3 | | | 1365 636002-001 ZZ1 4000.000 TN | 18.00000 72000.00| 25.00000 100000.00| 15.85000 63400.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 1370 636002-002 ZZ2 3640.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 15,509,043.46| $ 16,090,662.25| $ 16,571,304.72 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 SIGNING & PAVEMENT MARKINGS | | | 1375 657008-001 62.000 LF | 5.30000 328.60| 5.00000 310.00| 5.25000 325.50 2.00 LB CHANNEL POST | | | 1380 657010-001 398.000 LF | 6.15000 2447.70| 5.85000 2328.30| 6.15000 2447.70 3.00 LB CHANNEL POST | | | 1385 661001-001 233.000 SF | 15.30000 3564.90| 14.50000 3378.50| 15.25000 3553.25 0.080 IN FLAT SHEET SIGN | | | 1390 663001-004 33150.000 LF | 0.16000 5304.00| 0.15000 4972.50| 0.20000 6630.00 EDGE LINE, TYPE II ,WHITE | | | 1395 663001-004 610.000 LF | 3.15000 1921.50| 3.00000 1830.00| 3.15000 1921.50 EDGE LINE, TYPE II ,BLUE | | | 1400 663001-004 210.000 LF | 3.15000 661.50| 3.00000 630.00| 3.15000 661.50 EDGE LINE, TYPE II ,YELLOW | | | 1405 663002-005 30.000 LF | 2.00000 60.00| 0.25000 7.50| 0.30000 9.00 LANE LINE OR CENTERLINE, TYPE II ,WHITE | | | 1410 663002-005 700.000 LF | 1.00000 700.00| 0.25000 175.00| 0.30000 210.00 LANE LINE OR CENTERLINE, TYPE II ,YELLOW| | | 1415 663003-005 31650.000 LF | 0.15000 4747.50| 0.15000 4747.50| 0.15000 4747.50 BARRIER LINE, TYPE II | | | 1420 663004-004 200.000 LF | 1.00000 200.00| 0.25000 50.00| 0.30000 60.00 CHANNELIZING LINE, TYPE II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -19 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(1) 55-0535003 |(2) 55-0345840 |(3) 55-0328627 |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1425 663005-010 302.000 LF | 12.00000 3624.00| 12.00000 3624.00| 11.85000 3578.70 STOP LINE, TYPE V (24") | | | 1430 663007-010 800.000 LF | 6.00000 4800.00| 5.50000 4400.00| 5.55000 4440.00 STRIPE, TYPE V ,YELLOW (12") | | | 1435 663010-010 10.000 EA | 160.00000 1600.00| 160.00000 1600.00| 152.25000 1522.50 LANE ARROW, TYPE V | | | 1440 663011-010 4.000 EA | 55.00000 220.00| 48.00000 192.00| 50.40000 201.60 LANE LETTER, TYPE V | | | SECTION TOTALS | $ 30,179.70| $ 28,245.30| $ 30,308.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 MSE WALL ALONG RAMP 2 | | | 1445 639001-001 LUMP| 2000.00000 2000.00| 4000.00000 4000.00| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKE | | | 1450 626002-001 AE1 2531.000 SF | 32.50000 82257.50| | 38.15000 96557.65 MSE RETAINING WALL, RETAINED EARTH | | | 1455 626002-002 AE2 2531.000 SF | | 47.00000 118957.00| MSE RETAINING WALL, REINFORCED EARTH | | | 1460 626002-003 AE3 2531.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 1465 626002-004 AE4 2531.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | SECTION TOTALS | $ 84,257.50| $ 122,957.00| $ 98,557.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 MSE WALL RAMP 5 RIGHT | | | 1470 639001-001 LUMP| 7000.00000 7000.00| 5000.00000 5000.00| 4000.00000 4000.00 CONSTRUCTION LAYOUT STAKE | | | 1475 626002-001 AD1 18800.000 SF | 34.50000 648600.00| | 36.75000 690900.00 MSE RETAINING WALL, RETAINED EARTH | | | 1480 626002-002 AD2 18800.000 SF | | 47.00000 883600.00| MSE RETAINING WALL, REINFORCED EARTH | | | 1485 626002-003 AD3 18800.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 1490 626002-004 AD4 18800.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | SECTION TOTALS | $ 655,600.00| $ 888,600.00| $ 694,900.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 9X8 BOX CULVERT EXTENSION UNDER RAMP 1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -20 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(1) 55-0535003 |(2) 55-0345840 |(3) 55-0328627 |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1495 203001-000 LUMP| 4000.00000 4000.00| 18000.00000 18000.00| 9870.00000 9870.00 DISMANTLING STRUCTURE | | | 1500 212001-000 2409.000 CY | 5.00000 12045.00| 16.00000 38544.00| 16.55000 39868.95 STRUCTURE EXCAVATION | | | 1505 212005-000 1705.000 CY | 50.00000 85250.00| 45.00000 76725.00| 42.00000 71610.00 SELECT MATERIAL FOR BACKFILLING ,NO. 57 | | | CRUSHED STONE | | | 1510 601002-001 594.000 CY | 525.00000 311850.00| 550.00000 326700.00| 477.75000 283783.50 CLASS B CONCRETE | | | 1515 602001-001 92886.000 LB | 1.00000 92886.00| 0.70000 65020.20| 0.70000 65020.20 REINFORCING STEEL BAR | | | 1520 639001-001 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| 3000.00000 3000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 508,031.00| $ 526,989.20| $ 473,152.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 6X6 BOX CULVERT EXTENSION UNDER I-64 | | | 1525 203001-000 LUMP| 7000.00000 7000.00| 10000.00000 10000.00| 7350.00000 7350.00 DISMANTLING STRUCTURE | | | 1530 212001-000 160.000 CY | 10.00000 1600.00| 16.00000 2560.00| 97.15000 15544.00 STRUCTURE EXCAVATION | | | 1535 212005-000 150.000 CY | 57.00000 8550.00| 45.00000 6750.00| 45.15000 6772.50 SELECT MATERIAL FOR BACKFILLING ,NO. 57 | | | CRUSHED STONE | | | 1540 639001-001 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| 3000.00000 3000.00 CONSTRUCTION LAYOUT STAKE | | | 1545 601002-001 AF1 70.000 CY | | | CLASS B CONCRETE | | | 1550 602001-001 AF1 12042.000 LB | | | REINFORCING STEEL BAR | | | 1555 604070-081 AF2 47.000 LF | 770.00000 36190.00| 600.00000 28200.00| 1072.65000 50414.55 6X6 FT PRECAST CONCRETE BOX CULVERT | | | SECTION TOTALS | $ 55,340.00| $ 49,510.00| $ 83,081.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 6X12 BOX CULVERT UNDER CR 33/1 | | | 1560 212001-000 1320.000 CY | 5.00000 6600.00| 13.00000 17160.00| 10.00000 13200.00 STRUCTURE EXCAVATION | | | 1565 212005-000 110.000 CY | 50.00000 5500.00| 45.00000 4950.00| 84.00000 9240.00 SELECT MATERIAL FOR BACKFILLING ,NO. 57 | | | CRUSHED STONE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -21 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(1) 55-0535003 |(2) 55-0345840 |(3) 55-0328627 |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1570 307001-000 300.000 CY | 56.00000 16800.00| 38.00000 11400.00| 44.10000 13230.00 AGGREGATE BASE COURSE, CLASS I | | | 1575 639001-001 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| 2625.00000 2625.00 CONSTRUCTION LAYOUT STAKE | | | 1580 601002-001 AH1 302.000 CY | | | CLASS B CONCRETE | | | 1585 602001-001 AH1 66094.000 LB | | | REINFORCING STEEL BAR | | | 1590 604070-088 AH2 135.000 LF | 1000.00000 135000.00| 800.00000 108000.00| 772.45000 104280.75 12X6 FT PRECAST CONCRETE BOX CULVERT | | | SECTION TOTALS | $ 165,900.00| $ 143,510.00| $ 142,575.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 LANDSCAPING & STREAMS MITIGATION | | | 1595 207015-001 828.000 SY | 15.00000 12420.00| 200.00000 165600.00| 167.70000 138855.60 REMOVE, STORE AND PLACE MATERIAL, | | | NATURAL STREAMBED MATERIAL | | | 1600 211003-000 63.000 CY | 190.00000 11970.00| 360.00000 22680.00| 250.00000 15750.00 SELECT BORROW EXCAVATION ,STREAMBED | | | MATERIAL | | | 1605 604050-006 20.000 LF | 20.00000 400.00| 76.00000 1520.00| 50.00000 1000.00 8 INCH CORRUGATED POLYETHYLENE PIPE | | | 1610 604050-016 20.000 LF | 45.00000 900.00| 115.00000 2300.00| 100.00000 2000.00 18 INCH CORRUGATED POLYETHYLENE PIPE | | | 1615 605009-001 1.000 EA | 1300.00000 1300.00| 2500.00000 2500.00| 3000.00000 3000.00 TYPE G INLET | | | 1620 608003-001 850.000 LF | 9.50000 8075.00| 17.00000 14450.00| 9.20000 7820.00 3 FT 11 IN TEMPORARY FENCE | | | 1625 639001-001 LUMP| 6500.00000 6500.00| 5000.00000 5000.00| 45032.00000 45032.00 CONSTRUCTION LAYOUT STAKE | | | 1630 641002-001 1.000 EA | 1500.00000 1500.00| 1000.00000 1000.00| 5000.00000 5000.00 WEIR ,LOG | | | 1635 641006-001 3325.000 SY | 16.50000 54862.50| 16.00000 53200.00| 19.15000 63673.75 BRUSH MATTRESS | | | 1640 641007-001 181.000 EA | 320.00000 57920.00| 600.00000 108600.00| 472.50000 85522.50 COCONUT FIBER LOG | | | 1645 641008-001 1.000 EA | 350.00000 350.00| 380.00000 380.00| 500.00000 500.00 NEST BOX, WOOD DUCK | | | 1650 641008-001 4.000 EA | 250.00000 1000.00| 240.00000 960.00| 500.00000 2000.00 NEST BOX, SONGBIRD | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -22 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(1) 55-0535003 |(2) 55-0345840 |(3) 55-0328627 |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1655 641009-001 4.000 EA | 500.00000 2000.00| 650.00000 2600.00| 250.00000 1000.00 TURTLE BASKING LOG | | | 1660 641010-001 4767.000 EA | 0.55000 2621.85| 12.00000 57204.00| 0.65000 3098.55 LIVE PLANT CUTTINGS | | | 1665 642005-002 1.500 TN | 550.00000 825.00| 595.00000 892.50| 708.75000 1063.13 MULCH, WOOD CELLULOSE FIBER | | | 1670 651002-001 253.000 CY | 20.00000 5060.00| 125.00000 31625.00| 150.00000 37950.00 PLACING STOCKPILED TOPSOIL | | | 1675 652001-001 3.000 TN | 50.00000 150.00| 70.00000 210.00| 69.30000 207.90 AGRICULTURAL LIMESTONE | | | 1680 652002-001 2.000 TN | 275.00000 550.00| 70.00000 140.00| 593.25000 1186.50 FERTILIZER, 10-20-10 | | | 1685 652003-003 222.000 LB | 105.00000 23310.00| 50.00000 11100.00| 73.50000 16317.00 SEED MIXTURE, WETLAND, | | | 1690 652003-006 254.000 LB | 65.00000 16510.00| 80.00000 20320.00| 12.25000 3111.50 SEED MIXTURE, SEED MIX #2 | | | 1695 652003-006 225.000 LB | 115.00000 25875.00| 130.00000 29250.00| 46.75000 10518.75 SEED MIXTURE, ,SEED MIX #1 | | | 1700 654001-001 50.000 EA | 70.00000 3500.00| 370.00000 18500.00| 78.75000 3937.50 TREE, DECIDUOUS, ACER RUBRUM | | | 1705 654001-001 12.000 EA | 70.00000 840.00| 370.00000 4440.00| 78.75000 945.00 TREE, DECIDUOUS, ULMUS AMERICANA | | | 1710 654001-001 20.000 EA | 65.00000 1300.00| 370.00000 7400.00| 70.80000 1416.00 TREE, DECIDUOUS, SASSAFRAS ALBIDIUM | | | 1715 654001-001 11.000 EA | 47.00000 517.00| 370.00000 4070.00| 50.40000 554.40 TREE, DECIDUOUS, ACER NEGUNDO | | | 1720 654001-001 50.000 EA | 47.00000 2350.00| 370.00000 18500.00| 47.25000 2362.50 TREE, DECIDUOUS, SALIX NIGRA | | | 1725 654001-001 10.000 EA | 70.00000 700.00| 370.00000 3700.00| 78.75000 787.50 TREE, DECIDUOUS, JUGLANS NIGRA | | | 1730 654001-001 25.000 EA | 50.00000 1250.00| 370.00000 9250.00| 50.40000 1260.00 TREE, DECIDUOUS, PLATANUS OCCIDENTALIS | | | 1735 654001-001 4.000 EA | 75.00000 300.00| 370.00000 1480.00| 78.75000 315.00 TREE, DECIDUOUS, TILIA AMERICANA | | | 1740 654001-001 11.000 EA | 60.00000 660.00| 370.00000 4070.00| 63.00000 693.00 TREE, DECIDUOUS, LIRIODENDRON TULIPIFERA| | | 1745 654001-001 3.000 EA | 60.00000 180.00| 370.00000 1110.00| 59.85000 179.55 TREE, DECIDUOUS, FRAXINUS PENNSYLVANICA | | | 1750 654001-001 3.000 EA | 50.00000 150.00| 370.00000 1110.00| 56.70000 170.10 TREE, DECIDUOUS, QUERCUS ALBA | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -23 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(1) 55-0535003 |(2) 55-0345840 |(3) 55-0328627 |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1755 654001-001 7.000 EA | 100.00000 700.00| 370.00000 2590.00| 113.40000 793.80 TREE, DECIDUOUS, FAGUS GRANDIFOLIA | | | 1760 654001-001 6.000 EA | 50.00000 300.00| 370.00000 2220.00| 56.70000 340.20 TREE, DECIDUOUS, ACER SACCHARINUM | | | 1765 656001-001 92.000 EA | 5.30000 487.60| 45.00000 4140.00| 5.70000 524.40 SEEDLING LINDERA BENZOIN | | | 1770 656001-001 38.000 EA | 3.50000 133.00| 45.00000 1710.00| 3.80000 144.40 SEEDLING SAMBUCUS CANADENSIS | | | 1775 656001-001 57.000 EA | 12.00000 684.00| 45.00000 2565.00| 13.40000 763.80 SEEDLING CORNUS AMMOMUM | | | 1780 656001-001 51.000 EA | 8.50000 433.50| 45.00000 2295.00| 9.45000 481.95 SEEDLING CEPHALANTHUS OCCIDENTALIS | | | 1785 656001-001 23.000 EA | 7.50000 172.50| 45.00000 1035.00| 8.35000 192.05 SEEDLING PHYSOCARPUS OPULIFOLIUS | | | SECTION TOTALS | $ 248,756.95| $ 621,716.50| $ 460,468.33 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GAS LINE RELOCATION | | | 1789 218001-000 20.000 CY | 40.00000 800.00| 100.00000 2000.00| 100.00000 2000.00 RIPRAP | | | 1790 608001-006 168.000 LF | 32.00000 5376.00| 26.00000 4368.00| 35.00000 5880.00 6 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 9GA.STEEL, VINYL COATED, GREEN | | | 1795 608004-001 8.000 EA | 475.00000 3800.00| 360.00000 2880.00| 200.00000 1600.00 4 FT PEDESTRIAN GATE, CHAIN LINK 9GA. | | | STEEL, VINYL COATED, GREEN | | | 1800 639001-001 LUMP| 2000.00000 2000.00| 3500.00000 3500.00| 3500.00000 3500.00 CONSTRUCTION LAYOUT STAKE | | | 1802 642011-001 50.000 EA | 8.00000 400.00| 8.00000 400.00| 8.00000 400.00 HAY OR STRAW BALE | | | 1803 642012-001 3400.000 LF | 2.70000 9180.00| 5.50000 18700.00| 5.00000 17000.00 SILT FENCE | | | 1805 652001-001 5.300 TN | 50.00000 265.00| 165.00000 874.50| 150.00000 795.00 AGRICULTURAL LIMESTONE | | | 1810 652002-001 1.800 TN | 200.00000 360.00| 550.00000 990.00| 500.00000 900.00 FERTILIZER, 10-20-10 | | | 1815 652002-002 0.600 TN | 2100.00000 1260.00| 600.00000 360.00| 600.00000 360.00 FERTILIZER, UREA FORMALDEHYDE | | | 1820 652003-001 385.000 LB | 3.00000 1155.00| 6.00000 2310.00| 6.00000 2310.00 SEED MIXTURES, B, C-1, OR C-2 (USE | | | "TYPE C-2" LAWN MIXTURE ONLY) | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -24 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(1) 55-0535003 |(2) 55-0345840 |(3) 55-0328627 |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1825 652004-001 7.000 TN | 475.00000 3325.00| 330.00000 2310.00| 300.00000 2100.00 STRAW OR HAY MULCH | | | 1830 671001-180 100.000 LF | 19.00000 1900.00| 85.00000 8500.00| 72.25000 7225.00 4 INCH GAS LINE, .237 WALL,API 5L,X-52, | | | 12-14 MIL FBE COATED | | | 1835 671001-220 100.000 LF | 48.00000 4800.00| 95.00000 9500.00| 80.75000 8075.00 8 INCH GAS LINE, .322 WALL,API 5L,X-52, | | | 12-14 MIL FBE COATED | | | 1840 671001-380 2900.000 LF | 335.00000 971500.00| 290.00000 841000.00| 318.75000 924375.00 24 INCH GAS LINE, .375 WALL,API 5L,X-52,| | | 12-14 MIL FBE COATED | | | 1845 671009-440 330.000 LF | 47.50000 15675.00| 400.00000 132000.00| 340.00000 112200.00 30 INCH STEEL CASING PIPE, OPEN CUT | | | .312 WALL,API 5L,GRADE B,12-14 MIL FBE | | | COATED | | | 1850 671009-441 50.000 LF | 56.50000 2825.00| 600.00000 30000.00| 510.00000 25500.00 30 INCH STEEL CASING PIPE, BORE AND | | | JACK .312 WALL,API 5L,GRADE B,12-14 MIL | | | FBE COATED | | | 1855 671019-180 4.000 EA | 2250.00000 9000.00| 4000.00000 16000.00| 3400.00000 13600.00 4 INCH SPECIAL GAS VALVE ASSEMBLY, | | | TRUNNION BALL VALVE, BLOW DOWN, COMPLETE| | | 1860 671019-180 2.000 EA | 2300.00000 4600.00| 5000.00000 10000.00| 4250.00000 8500.00 4 INCH SPECIAL GAS VALVE ASSEMBLY, | | | TRUNNION BALL VALVE, BLOW OFF, COMPLETE | | | 1865 671019-380 2.000 EA | 32500.00000 65000.00| 46000.00000 92000.00| 39100.00000 78200.00 24 INCH SPECIAL GAS VALVE ASSEMBLY, | | | GATE VALE WITH ABOVE GROUND GEAR | | | OPERATOR COMPLETE | | | 1870 671019-380 2.000 EA | 32500.00000 65000.00| 103000.00000 206000.00| 87550.00000 175100.00 24 INCH SPECIAL GAS VALVE ASSEMBLY, T D | | | WILLIAMSON, INC DOUBLE LINE STOPS, | | | COMPLETE | | | SECTION TOTALS | $ 1,168,221.00| $ 1,383,692.50| $ 1,389,620.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 WATER LINE RELOCATION | | | 1880 639001-001 LUMP| 3500.00000 3500.00| 1500.00000 1500.00| 3000.00000 3000.00 CONSTRUCTION LAYOUT STAKE | | | 1885 670004-221 700.000 LF | 29.00000 20300.00| 40.00000 28000.00| 22.00000 15400.00 8 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 50 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -25 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(1) 55-0535003 |(2) 55-0345840 |(3) 55-0328627 |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1890 670004-222 390.000 LF | 42.00000 16380.00| 45.00000 17550.00| 27.00000 10530.00 8 INCH DUCTILE IRON PIPE, TYPE II, | | | CLASS 50 | | | 1891 670007-012 700.000 LF | 15.00000 10500.00| 8.00000 5600.00| 16.00000 11200.00 2 INCH PLASTIC PIPE, CLASS 250 | | | 1892 670007-020 2730.000 LF | 19.00000 51870.00| 30.00000 81900.00| 20.00000 54600.00 6 INCH PLASTIC PIPE, CLASS 200, AWWA | | | C900 | | | 1900 670008-040 20.000 LF | 20.00000 400.00| 5.00000 100.00| 12.00000 240.00 3/4 INCH COPPER SERVICE PIPE | | | 1905 670008-120 650.000 LF | 17.00000 11050.00| 38.00000 24700.00| 25.00000 16250.00 2 INCH COPPER SERVICE PIPE | | | 1910 670009-200 2.000 EA | 990.00000 1980.00| 750.00000 1500.00| 700.00000 1400.00 6 INCH GATE VALVE AND VALVE BOX | | | 1915 670009-220 3.000 EA | 1200.00000 3600.00| 850.00000 2550.00| 900.00000 2700.00 8 INCH GATE VALVE AND VALVE BOX | | | 1920 670010-300 390.000 LF | 65.00000 25350.00| 65.00000 25350.00| 140.00000 54600.00 16 INCH STEEL CASING PIPE, THICKNESS | | | 0.375" | | | 1930 670015-030 1.000 EA | 1000.00000 1000.00| 250.00000 250.00| 100.00000 100.00 5/8 INCH METER WITH 3/4" METER THREAD | | | 1935 670017-001 1.000 EA | 150.00000 150.00| 100.00000 100.00| 550.00000 550.00 METER BOX | | | 1940 670019-001 1.000 EA | 900.00000 900.00| 650.00000 650.00| 950.00000 950.00 SPECIAL VALVE, AIR RELEASE VALVE | | | 1941 670019-001 1.000 EA | 900.00000 900.00| 650.00000 650.00| 600.00000 600.00 SPECIAL VALVE, BLOW OFF | | | SECTION TOTALS | $ 147,880.00| $ 190,400.00| $ 172,120.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 ON JOB TRAINING | | | 1965 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 0012 COMPUTER SYSTEM & CELLULAR PHONE | | | 1969 640003-001 LUMP| 750.00000 750.00| 5200.00000 5200.00| 3435.00000 3435.00 BUILDING EQUIPMENT , CELLULAR PHONE | | | 1970 640004-001 LUMP| 4500.00000 4500.00| 10000.00000 10000.00| 5000.00000 5000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -26 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(1) 55-0535003 |(2) 55-0345840 |(3) 55-0328627 |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 5,250.00| $ 15,200.00| $ 8,435.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0013 FUTURE SANITARY SEWER | | | 1975 639001-001 LUMP| 3500.00000 3500.00| 500.00000 500.00| 3000.00000 3000.00 CONSTRUCTION LAYOUT STAKE | | | 1980 675008-221 187.000 LF | 38.00000 7106.00| 60.00000 11220.00| 40.00000 7480.00 8 INCH DUCTILE IRON SEWER PIPE, TYPE I, | | | CLASS 50 | | | 1985 675008-222 950.000 LF | 45.00000 42750.00| 65.00000 61750.00| 38.00000 36100.00 8 INCH DUCTILE IRON SEWER PIPE, TYPE II | | | , CLASS 50 | | | 1990 675008-262 447.000 LF | 65.00000 29055.00| 77.00000 34419.00| 50.00000 22350.00 12 INCH DUCTILE IRON SEWER PIPE, TYPE | | | II, CLASS 50 | | | 1992 675014-001 7.000 EA | 2500.00000 17500.00| 2500.00000 17500.00| 2075.00000 14525.00 MANHOLE COMPLETE, INCLUDING CASTING | | | 1993 675015-001 1.000 EA | 3500.00000 3500.00| 5000.00000 5000.00| 3200.00000 3200.00 DROP MANHOLE COMPLETE, INCLUDING CASTING| | | 1995 675021-280 420.000 LF | 109.00000 45780.00| 65.00000 27300.00| 140.00000 58800.00 14 INCH STEEL CASING PIPE, THICKNESS | | | 0.5 INCH | | | 2000 675021-300 796.000 LF | 65.00000 51740.00| 70.00000 55720.00| 75.00000 59700.00 16 INCH STEEL CASING PIPE, THICKNESS | | | 0.375 INCH | | | 2005 675021-380 400.000 LF | 310.00000 124000.00| 230.00000 92000.00| 375.00000 150000.00 24 INCH STEEL CASING PIPE, THICKNESS | | | 0.5 INCH, BORE & JACKED | | | SECTION TOTALS | $ 324,931.00| $ 305,409.00| $ 355,155.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 18,904,990.61| $ 20,368,491.75| $ 20,481,278.90 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -27 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 25-1021993 |(6) 61-0548463 |ELMO GREER & SONS, LLC |TRUMBULL CORPORATION |BIZZACK, 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 | 361000.00000 361000.00| 780000.00000 780000.00| 310000.00000 310000.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 4200.00000 4200.00| 4200.00000 4200.00| 5700.00000 5700.00 BUILDING DEMOLITION NUMBER, 001 | | | 0015 202001-000 1.000 LS | 3240.00000 3240.00| 3240.00000 3240.00| 3040.00000 3040.00 BUILDING DEMOLITION NUMBER, 002 | | | 0020 202001-000 1.000 LS | 5160.00000 5160.00| 5100.00000 5100.00| 5700.00000 5700.00 BUILDING DEMOLITION NUMBER, 004 | | | 0025 202001-000 1.000 LS | 4668.00000 4668.00| 4700.00000 4700.00| 3800.00000 3800.00 BUILDING DEMOLITION NUMBER, 005 | | | 0030 202001-000 1.000 LS | 2880.00000 2880.00| 2900.00000 2900.00| 3040.00000 3040.00 BUILDING DEMOLITION NUMBER, 006 | | | 0035 202001-000 1.000 LS | 9000.00000 9000.00| 9000.00000 9000.00| 3040.00000 3040.00 BUILDING DEMOLITION NUMBER, 008 | | | 0040 202001-000 1.000 LS | 1800.00000 1800.00| 1800.00000 1800.00| 1140.00000 1140.00 BUILDING DEMOLITION NUMBER, 009 | | | 0045 202001-000 1.000 LS | 1800.00000 1800.00| 1800.00000 1800.00| 1900.00000 1900.00 BUILDING DEMOLITION NUMBER, 010 | | | 0050 202001-000 1.000 LS | 600.00000 600.00| 600.00000 600.00| 380.00000 380.00 BUILDING DEMOLITION NUMBER, 011 | | | 0055 202001-000 1.000 LS | 2160.00000 2160.00| 2200.00000 2200.00| 3040.00000 3040.00 BUILDING DEMOLITION NUMBER, 012 | | | 0060 202001-000 1.000 LS | 840.00000 840.00| 840.00000 840.00| 380.00000 380.00 BUILDING DEMOLITION NUMBER, 013 | | | 0065 202001-000 1.000 LS | 1440.00000 1440.00| 1440.00000 1440.00| 3040.00000 3040.00 BUILDING DEMOLITION NUMBER, 014 | | | 0070 202001-000 1.000 LS | 1680.00000 1680.00| 1600.00000 1600.00| 1520.00000 1520.00 BUILDING DEMOLITION NUMBER, 015 | | | 0075 202001-000 1.000 LS | 2160.00000 2160.00| 2200.00000 2200.00| 5700.00000 5700.00 BUILDING DEMOLITION NUMBER, 016 | | | 0080 202001-000 1.000 LS | 2160.00000 2160.00| 2200.00000 2200.00| 3040.00000 3040.00 BUILDING DEMOLITION NUMBER, 017 | | | 0085 202001-000 1.000 LS | 1440.00000 1440.00| 1440.00000 1440.00| 1520.00000 1520.00 BUILDING DEMOLITION NUMBER, 018 | | | 0090 202001-000 1.000 LS | 1440.00000 1440.00| 1440.00000 1440.00| 3040.00000 3040.00 BUILDING DEMOLITION NUMBER, 019 | | | 0095 202001-000 1.000 LS | 360.00000 360.00| 400.00000 400.00| 1140.00000 1140.00 BUILDING DEMOLITION NUMBER, 020 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -28 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 25-1021993 |(6) 61-0548463 |ELMO GREER & SONS, LLC |TRUMBULL CORPORATION |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 202001-000 1.000 LS | 2280.00000 2280.00| 2300.00000 2300.00| 3800.00000 3800.00 BUILDING DEMOLITION NUMBER, 021 | | | 0105 202001-000 1.000 LS | 5400.00000 5400.00| 5400.00000 5400.00| 5700.00000 5700.00 BUILDING DEMOLITION NUMBER, 022 | | | 0115 202001-000 1.000 LS | 4800.00000 4800.00| 4800.00000 4800.00| 1140.00000 1140.00 BUILDING DEMOLITION NUMBER, 024 | | | 0120 202001-000 1.000 LS | 600.00000 600.00| 600.00000 600.00| 95.00000 95.00 BUILDING DEMOLITION NUMBER, 025 | | | 0125 202001-000 1.000 LS | 5760.00000 5760.00| 5800.00000 5800.00| 5700.00000 5700.00 BUILDING DEMOLITION NUMBER, 026 | | | 0130 202001-000 1.000 LS | 14000.00000 14000.00| 14000.00000 14000.00| 13300.00000 13300.00 BUILDING DEMOLITION NUMBER, 027 | | | 0135 202001-000 1.000 LS | 4800.00000 4800.00| 4800.00000 4800.00| 5700.00000 5700.00 BUILDING DEMOLITION NUMBER, 028 | | | 0140 202001-000 1.000 LS | 3360.00000 3360.00| 3350.00000 3350.00| 3800.00000 3800.00 BUILDING DEMOLITION NUMBER, 029 | | | 0145 202001-000 1.000 LS | 3300.00000 3300.00| 3300.00000 3300.00| 570.00000 570.00 BUILDING DEMOLITION NUMBER, 030 | | | 0150 202001-000 1.000 LS | 1320.00000 1320.00| 1300.00000 1300.00| 950.00000 950.00 BUILDING DEMOLITION NUMBER, 031 | | | 0155 202001-000 1.000 LS | 4200.00000 4200.00| 4200.00000 4200.00| 5700.00000 5700.00 BUILDING DEMOLITION NUMBER, 032 | | | 0160 202001-000 1.000 LS | 4200.00000 4200.00| 4200.00000 4200.00| 5700.00000 5700.00 BUILDING DEMOLITION NUMBER, 033 | | | 0165 202001-000 1.000 LS | 4200.00000 4200.00| 4200.00000 4200.00| 5700.00000 5700.00 BUILDING DEMOLITION NUMBER, 036 | | | 0170 202001-000 1.000 LS | 2640.00000 2640.00| 2600.00000 2600.00| 3040.00000 3040.00 BUILDING DEMOLITION NUMBER, 037 | | | 0175 202001-000 1.000 LS | 2640.00000 2640.00| 2600.00000 2600.00| 3040.00000 3040.00 BUILDING DEMOLITION NUMBER, 038 | | | 0180 202001-000 1.000 LS | 2640.00000 2640.00| 2600.00000 2600.00| 3040.00000 3040.00 BUILDING DEMOLITION NUMBER, 039 | | | 0185 202001-000 1.000 LS | 2640.00000 2640.00| 2600.00000 2600.00| 3040.00000 3040.00 BUILDING DEMOLITION NUMBER, 040 | | | 0190 202001-000 1.000 LS | 2640.00000 2640.00| 2600.00000 2600.00| 3040.00000 3040.00 BUILDING DEMOLITION NUMBER, 041 | | | 0195 202001-000 1.000 LS | 2640.00000 2640.00| 2600.00000 2600.00| 3040.00000 3040.00 BUILDING DEMOLITION NUMBER, 042 | | | 0200 202001-000 1.000 LS | 2640.00000 2640.00| 2600.00000 2600.00| 3040.00000 3040.00 BUILDING DEMOLITION NUMBER, 043 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -29 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 25-1021993 |(6) 61-0548463 |ELMO GREER & SONS, LLC |TRUMBULL CORPORATION |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0205 202001-000 1.000 LS | 6000.00000 6000.00| 6000.00000 6000.00| 9500.00000 9500.00 BUILDING DEMOLITION NUMBER, 044 | | | 0210 202001-000 1.000 LS | 3360.00000 3360.00| 3400.00000 3400.00| 3040.00000 3040.00 BUILDING DEMOLITION NUMBER, 045 | | | 0215 202001-000 1.000 LS | 5280.00000 5280.00| 5300.00000 5300.00| 3800.00000 3800.00 BUILDING DEMOLITION NUMBER, 046 | | | 0220 202001-000 1.000 LS | 2880.00000 2880.00| 2900.00000 2900.00| 1140.00000 1140.00 BUILDING DEMOLITION NUMBER, 047 | | | 0225 202001-000 1.000 LS | 2160.00000 2160.00| 2200.00000 2200.00| 380.00000 380.00 BUILDING DEMOLITION NUMBER, 048 | | | 0230 202001-000 1.000 LS | 3480.00000 3480.00| 3500.00000 3500.00| 3800.00000 3800.00 BUILDING DEMOLITION NUMBER, 049 | | | 0235 202001-000 1.000 LS | 2160.00000 2160.00| 2160.00000 2160.00| 1140.00000 1140.00 BUILDING DEMOLITION NUMBER, 050 | | | 0240 202001-000 1.000 LS | 2880.00000 2880.00| 2900.00000 2900.00| 1900.00000 1900.00 BUILDING DEMOLITION NUMBER, 051 | | | 0245 202001-000 1.000 LS | 4440.00000 4440.00| 4440.00000 4440.00| 3800.00000 3800.00 BUILDING DEMOLITION NUMBER, 052 | | | 0250 202001-000 1.000 LS | 3000.00000 3000.00| 3000.00000 3000.00| 2850.00000 2850.00 BUILDING DEMOLITION NUMBER, 053 | | | 0255 202001-000 1.000 LS | 3000.00000 3000.00| 3000.00000 3000.00| 950.00000 950.00 BUILDING DEMOLITION NUMBER, 054 | | | 0260 202001-000 1.000 LS | 1920.00000 1920.00| 1900.00000 1900.00| 950.00000 950.00 BUILDING DEMOLITION NUMBER, 055 | | | 0265 202001-000 1.000 LS | 6960.00000 6960.00| 7000.00000 7000.00| 570.00000 570.00 BUILDING DEMOLITION NUMBER, 056 | | | 0270 202001-000 1.000 LS | 1440.00000 1440.00| 1440.00000 1440.00| 950.00000 950.00 BUILDING DEMOLITION NUMBER, 057 | | | 0275 202001-000 1.000 LS | 3360.00000 3360.00| 3360.00000 3360.00| 1900.00000 1900.00 BUILDING DEMOLITION NUMBER, 058 | | | 0280 202001-000 1.000 LS | 4080.00000 4080.00| 4080.00000 4080.00| 3800.00000 3800.00 BUILDING DEMOLITION NUMBER, 059 | | | 0285 202001-000 1.000 LS | 4000.00000 4000.00| 4000.00000 4000.00| 1900.00000 1900.00 BUILDING DEMOLITION NUMBER, 060 | | | 0290 202001-000 1.000 LS | 1440.00000 1440.00| 1440.00000 1440.00| 760.00000 760.00 BUILDING DEMOLITION NUMBER, 061 | | | 0295 202001-000 1.000 LS | 5040.00000 5040.00| 5040.00000 5040.00| 5700.00000 5700.00 BUILDING DEMOLITION NUMBER, 062 | | | 0300 202001-000 1.000 LS | 1800.00000 1800.00| 1800.00000 1800.00| 760.00000 760.00 BUILDING DEMOLITION NUMBER, 063 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -30 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 25-1021993 |(6) 61-0548463 |ELMO GREER & SONS, LLC |TRUMBULL CORPORATION |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0305 202001-000 1.000 LS | 3840.00000 3840.00| 3840.00000 3840.00| 3040.00000 3040.00 BUILDING DEMOLITION NUMBER, 064 | | | 0310 202001-000 1.000 LS | 3800.00000 3800.00| 3800.00000 3800.00| 1900.00000 1900.00 BUILDING DEMOLITION NUMBER, 065 | | | 0315 202001-000 1.000 LS | 960.00000 960.00| 1000.00000 1000.00| 190.00000 190.00 BUILDING DEMOLITION NUMBER, 066 | | | 0320 202001-000 1.000 LS | 2280.00000 2280.00| 2300.00000 2300.00| 2375.00000 2375.00 BUILDING DEMOLITION NUMBER, 068 | | | 0325 202001-000 1.000 LS | 840.00000 840.00| 840.00000 840.00| 950.00000 950.00 BUILDING DEMOLITION NUMBER, 069 | | | 0330 202001-000 1.000 LS | 2520.00000 2520.00| 2500.00000 2500.00| 9500.00000 9500.00 BUILDING DEMOLITION NUMBER, 070 | | | 0335 202001-000 1.000 LS | 600.00000 600.00| 600.00000 600.00| 380.00000 380.00 BUILDING DEMOLITION NUMBER, 072 | | | 0340 202001-000 1.000 LS | 1080.00000 1080.00| 1100.00000 1100.00| 950.00000 950.00 BUILDING DEMOLITION NUMBER, 073 | | | 0345 202001-000 1.000 LS | 360.00000 360.00| 360.00000 360.00| 380.00000 380.00 BUILDING DEMOLITION NUMBER, 074 | | | 0350 202002-000 LUMP| 800.00000 800.00| 800.00000 800.00| 950.00000 950.00 WATER WELL ABANDONMENT NUMBER, 001 | | | 0355 202002-000 LUMP| 800.00000 800.00| 800.00000 800.00| 950.00000 950.00 WATER WELL ABANDONMENT NUMBER, 002 | | | 0356 202002-000 LUMP| 800.00000 800.00| 800.00000 800.00| 950.00000 950.00 WATER WELL ABANDONMENT NUMBER, 003 | | | 0360 202003-000 LUMP| 750.00000 750.00| 750.00000 750.00| 285.00000 285.00 SEPTIC TANK ABANDONMENT NUMBER, 044 | | | 0365 202003-000 LUMP| 750.00000 750.00| 750.00000 750.00| 285.00000 285.00 SEPTIC TANK ABANDONMENT NUMBER, 045 | | | 0370 202003-000 LUMP| 750.00000 750.00| 750.00000 750.00| 285.00000 285.00 SEPTIC TANK ABANDONMENT NUMBER, 047 | | | 0375 202003-000 LUMP| 750.00000 750.00| 750.00000 750.00| 285.00000 285.00 SEPTIC TANK ABANDONMENT NUMBER, 048 | | | 0380 202003-000 LUMP| 750.00000 750.00| 750.00000 750.00| 285.00000 285.00 SEPTIC TANK ABANDONMENT NUMBER, 049 | | | 0385 202003-000 LUMP| 750.00000 750.00| 750.00000 750.00| 285.00000 285.00 SEPTIC TANK ABANDONMENT NUMBER, 056 | | | 0390 202003-000 LUMP| 750.00000 750.00| 750.00000 750.00| 285.00000 285.00 SEPTIC TANK ABANDONMENT NUMBER, 057 | | | 0395 202003-000 LUMP| 750.00000 750.00| 750.00000 750.00| 285.00000 285.00 SEPTIC TANK ABANDONMENT NUMBER, 058 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -31 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 25-1021993 |(6) 61-0548463 |ELMO GREER & SONS, LLC |TRUMBULL CORPORATION |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0400 202003-000 LUMP| 750.00000 750.00| 750.00000 750.00| 285.00000 285.00 SEPTIC TANK ABANDONMENT NUMBER, 059 | | | 0405 202003-000 LUMP| 750.00000 750.00| 750.00000 750.00| 285.00000 285.00 SEPTIC TANK ABANDONMENT NUMBER, 062 | | | 0410 202003-000 LUMP| 750.00000 750.00| 750.00000 750.00| 285.00000 285.00 SEPTIC TANK ABANDONMENT NUMBER, 064 | | | 0415 202003-000 LUMP| 750.00000 750.00| 750.00000 750.00| 285.00000 285.00 SEPTIC TANK ABANDONMENT NUMBER, 065 | | | 0418 202004-000 LUMP| 20000.00000 20000.00| 20000.00000 20000.00| 18000.00000 18000.00 GAS WELL ABANDONMENT NUMBER, 288 | | | 0420 204001-000 LUMP| 303000.00000 303000.00| 620000.00000 620000.00| 357500.00000 357500.00 MOBILIZATION | | | 0425 206001-001 141703.000 LF | 0.70000 99192.10| 0.40000 56681.20| 0.38000 53847.14 SOIL DRAIN, PREFABRICATED WICK DRAIN | | | 0430 206002-100 49178.000 LF | 1.00000 49178.00| 0.80000 39342.40| 0.75000 36883.50 PREDRILLING | | | 0435 207001-001 2142339.000 CY | 2.82000 6041395.98| 3.50000 7498186.50| 3.71000 7948077.69 UNCLASSIFIED EXCAVATION | | | 0440 207002-000 34643.000 CY | 27.50000 952682.50| 17.00000 588931.00| 30.90000 1070468.70 SUBGRADE | | | 0445 207033-000 867.000 SY | 4.50000 3901.50| 1.20000 1040.40| 3.00000 2601.00 FABRIC FOR SUBGRADE STABILIZATION | | | 0450 207034-000 97287.000 SY | 0.92000 89504.04| 1.00000 97287.00| 0.94000 91449.78 FABRIC FOR SEPARATION | | | 0455 207050-000 12.000 EA | 2500.00000 30000.00| 2300.00000 27600.00| 1350.00000 16200.00 SOIL MONITOR, VIBRATING WIRE PIEZOMETER | | | 0460 207050-000 2.000 EA | 20000.00000 40000.00| 20000.00000 40000.00| 12000.00000 24000.00 SOIL MONITOR, VIBRATING WIRE SLOPE | | | INCLINOMETER | | | 0465 207050-000 3.000 EA | 10000.00000 30000.00| 9500.00000 28500.00| 2600.00000 7800.00 SOIL MONITOR, VIBRATING WIRE SETTLEMENT | | | CELLS | | | 0470 207050-000 240.000 EA | 80.00000 19200.00| 20.00000 4800.00| 75.00000 18000.00 SOIL MONITOR, SETTLEMENT PINS | | | 0475 207050-000 20.000 EA | 60.00000 1200.00| 40.00000 800.00| 100.00000 2000.00 SOIL MONITOR, SETTLEMENT NOTCHES | | | 0480 207050-000 27.000 EA | 80.00000 2160.00| 20.00000 540.00| 75.00000 2025.00 SOIL MONITOR, TOE STAKES | | | 0485 211003-000 139096.000 CY | 10.72000 1491109.12| 6.50000 904124.00| 13.58000 1888923.68 SELECT BORROW EXCAVATION BOTTOM ASH, | | | COMPLETE AND MEASURED IN PLACE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -32 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 25-1021993 |(6) 61-0548463 |ELMO GREER & SONS, LLC |TRUMBULL CORPORATION |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 212005-000 3343.000 CY | 32.00000 106976.00| 26.00000 86918.00| 35.00000 117005.00 SELECT MATERIAL FOR BACKFILLING | | | 0495 218002-000 536.000 CY | 50.00000 26800.00| 100.00000 53600.00| 80.00000 42880.00 GROUTED RIPRAP | | | 0500 218003-000 24.000 CY | 500.00000 12000.00| 200.00000 4800.00| 500.00000 12000.00 GABION | | | 0505 307001-000 1578.000 CY | 33.00000 52074.00| 50.00000 78900.00| 30.00000 47340.00 AGGREGATE BASE COURSE, CLASS I | | | 0506 307001-000 3599.000 CY | 33.00000 118767.00| 70.00000 251930.00| 30.00000 107970.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0510 311006-001 5971.000 CY | 47.60000 284219.60| 44.00000 262724.00| 44.00000 262724.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0515 501005-006 1372.000 SY | 66.00000 90552.00| 35.00000 48020.00| 50.00000 68600.00 6 INCH NON-REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0520 601002-001 172.000 CY | 620.00000 106640.00| 1000.00000 172000.00| 1000.00000 172000.00 CLASS B CONCRETE | | | 0525 604002-016 558.000 LF | 30.00000 16740.00| 56.00000 31248.00| 42.50000 23715.00 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0530 604002-020 49.000 LF | 35.00000 1715.00| 60.00000 2940.00| 60.00000 2940.00 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0535 604004-024 608.000 LF | 51.00000 31008.00| 61.00000 37088.00| 56.00000 34048.00 36 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0540 604004-032 513.000 LF | 243.00000 124659.00| 255.00000 130815.00| 391.00000 200583.00 60 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A5 | | | 0545 604004-044 1198.000 LF | 403.00000 482794.00| 437.00000 523526.00| 495.00000 593010.00 96 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, C5 | | | 0550 604011-081 185.000 LF | 571.00000 105635.00| 432.00000 79920.00| 539.80000 99863.00 112X75 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE ARCH, C5 | | | 0555 604037-016 645.000 LF | 37.00000 23865.00| 59.00000 38055.00| 46.40000 29928.00 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0560 604072-116 2.000 EA | 322.00000 644.00| 435.00000 870.00| 500.00000 1000.00 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -33 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 25-1021993 |(6) 61-0548463 |ELMO GREER & SONS, LLC |TRUMBULL CORPORATION |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0565 605001-001 3.000 EA | 2900.00000 8700.00| 3500.00000 10500.00| 2500.00000 7500.00 TYPE A MANHOLE | | | 0570 605002-001 1.000 EA | 2800.00000 2800.00| 3200.00000 3200.00| 3000.00000 3000.00 TYPE B MANHOLE | | | 0575 605003-001 1.000 EA | 1000.00000 1000.00| 2200.00000 2200.00| 2500.00000 2500.00 TYPE A INLET | | | 0580 605004-001 61.000 EA | 2800.00000 170800.00| 1650.00000 100650.00| 1600.00000 97600.00 TYPE B INLET | | | 0585 605008-001 4.000 EA | 3200.00000 12800.00| 2800.00000 11200.00| 2000.00000 8000.00 TYPE F INLET | | | 0590 605009-001 92.000 EA | 2900.00000 266800.00| 1800.00000 165600.00| 2100.00000 193200.00 TYPE G INLET | | | 0595 605012-001 1.000 EA | 1000.00000 1000.00| 1500.00000 1500.00| 1000.00000 1000.00 ADJUST INLET TYPE G | | | 0600 606029-001 14941.000 LF | 6.00000 89646.00| 5.50000 82175.50| 5.75000 85910.75 FREE DRAINING BASE TRENCH | | | 0605 606030-001 1048.000 LF | 6.00000 6288.00| 5.50000 5764.00| 8.00000 8384.00 OUTLET PIPE | | | 0610 607001-001 1235.000 LF | 9.00000 11115.00| 9.00000 11115.00| 8.88000 10966.80 TYPE 1 GUARDRAIL, CLASS I | | | 0615 607001-001 7165.000 LF | 6.60000 47289.00| 6.60000 47289.00| 6.60000 47289.00 TYPE 1 GUARDRAIL, CLASS II | | | 0620 607001-001 197.000 LF | 7.25000 1428.25| 7.25000 1428.25| 7.25000 1428.25 TYPE 1 GUARDRAIL, CLASS III | | | 0625 607006-001 1.000 EA | 750.00000 750.00| 750.00000 750.00| 750.00000 750.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0630 607010-020 2366.000 LF | 1.00000 2366.00| 1.00000 2366.00| 1.00000 2366.00 GUARDRAIL REMOVAL | | | 0635 607030-001 1.000 EA | 400.00000 400.00| 400.00000 400.00| 400.00000 400.00 SPECIAL TRAILING END TERMINAL | | | 0640 607065-001 18.000 EA | 1200.00000 21600.00| 1150.00000 20700.00| 1150.00000 20700.00 FLARED END TERMINAL | | | 0645 607066-001 5.000 EA | 1500.00000 7500.00| 1470.00000 7350.00| 1470.00000 7350.00 TANGENT END TERMINAL | | | 0650 608001-004 3031.000 LF | 13.50000 40918.50| 13.00000 39403.00| 12.98000 39342.38 5 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0655 608002-001 8589.000 LF | 7.99000 68626.11| 8.00000 68712.00| 7.92000 68024.88 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0660 608007-001 1.000 EA | 650.00000 650.00| 650.00000 650.00| 650.00000 650.00 VEHICULAR GATE, FARM FIELD, 10 FT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -34 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 25-1021993 |(6) 61-0548463 |ELMO GREER & SONS, LLC |TRUMBULL CORPORATION |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0665 609001-001 3316.000 SY | 32.00000 106112.00| 38.00000 126008.00| 30.00000 99480.00 CONCRETE SIDEWALK | | | 0670 609002-001 369.000 CY | 45.00000 16605.00| 58.00000 21402.00| 28.30000 10442.70 BED COURSE MATERIAL | | | 0675 610003-001 4119.000 LF | 20.00000 82380.00| 25.00000 102975.00| 23.00000 94737.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I | | | 0680 610003-003 377.000 LF | 20.00000 7540.00| 35.00000 13195.00| 27.00000 10179.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE III | | | 0685 610003-004 1313.000 LF | 20.00000 26260.00| 25.00000 32825.00| 23.00000 30199.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE IV | | | 0690 610021-001 806.000 LF | 41.50000 33449.00| 80.00000 64480.00| 35.00000 28210.00 SINGLE FACED BARRIER TYPE A | | | 0695 610021-001 250.000 LF | 48.00000 12000.00| 60.00000 15000.00| 56.00000 14000.00 SINGLE FACED BARRIER TYPE B | | | 0700 633001-001 1828.000 SY | 72.00000 131616.00| 50.00000 91400.00| 68.00000 124304.00 CONCRETE GUTTER | | | 0705 633003-001 1469.000 CY | 8.00000 11752.00| 18.00000 26442.00| 27.00000 39663.00 DUMPED ROCK GUTTER | | | 0710 634003-001 147.000 EA | 40.00000 5880.00| 60.00000 8820.00| 100.00000 14700.00 WHEEL STOPS, PRECAST CONCRETE | | | 0715 636007-001 2000.000 LF | 0.35000 700.00| 0.35000 700.00| 0.35000 700.00 ERADICATION OF PAVEMENT MARKING | | | 0720 636008-001 45000.000 LF | 0.15000 6750.00| 0.15000 6750.00| 0.15000 6750.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0725 636011-001 23740.000 UN | 0.69000 16380.60| 0.70000 16618.00| 0.70000 16618.00 TRAFFIC CONTROL DEVICE | | | 0730 636012-010 4.000 EA | 250.00000 1000.00| 250.00000 1000.00| 250.00000 1000.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0735 636013-001 295.000 EA | 2.50000 737.50| 2.50000 737.50| 2.50000 737.50 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0740 636014-001 400.000 HR | 36.00000 14400.00| 50.00000 20000.00| 45.00000 18000.00 FLAGGER | | | 0745 636014-002 400.000 HR | 40.00000 16000.00| 50.00000 20000.00| 40.00000 16000.00 TRAFFIC DIRECTOR | | | 0750 636017-001 350.000 LF | 18.00000 6300.00| 25.00000 8750.00| 35.00000 12250.00 TEMPORARY CONCRETE BARRIER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -35 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 25-1021993 |(6) 61-0548463 |ELMO GREER & SONS, LLC |TRUMBULL CORPORATION |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0755 636018-001 200.000 LF | 8.00000 1600.00| 8.00000 1600.00| 10.00000 2000.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0760 636024-001 235.000 LF | 20.00000 4700.00| 20.00000 4700.00| 25.00000 5875.00 TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0765 636025-001 3000.000 DA | 1.00000 3000.00| 1.00000 3000.00| 1.00000 3000.00 WARNING LIGHTS, TYPE B | | | 0770 636025-001 1000.000 DA | 0.35000 350.00| 0.35000 350.00| 0.35000 350.00 WARNING LIGHTS, TYPE C | | | 0775 637001-001 100.000 MG | 25.00000 2500.00| 30.00000 3000.00| 20.00000 2000.00 WATER FOR DUST PALLIATIVE | | | 0780 638001-001 3.000 EA | 100.00000 300.00| 200.00000 600.00| 150.00000 450.00 PROJECT MARKER | | | 0790 638003-001 45.000 EA | 150.00000 6750.00| 170.00000 7650.00| 200.00000 9000.00 SURVEY MARKER | | | 0795 639001-001 LUMP| 210000.00000 210000.00| 30000.00000 30000.00| 235000.00000 235000.00 CONSTRUCTION LAYOUT STAKE | | | 0800 640001-001 26.000 MO | 1600.00000 41600.00| 2500.00000 65000.00| 1700.00000 44200.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0805 640003-001 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 6500.00000 6500.00 BUILDING EQUIPMENT | | | 0815 642001-001 28073.000 LF | 0.25000 7018.25| 0.01000 280.73| 0.25000 7018.25 TEMPORARY BERM | | | 0820 642002-001 958.000 LF | 20.00000 19160.00| 4.00000 3832.00| 5.00000 4790.00 SLOPE DRAIN | | | 0825 642004-001 2099.000 LB | 8.33000 17484.67| 12.30000 25817.70| 12.25000 25712.75 SEED MIXTURE, TEMPORARY | | | 0830 642004-003 2354.000 LB | 14.92000 35121.68| 17.30000 40724.20| 17.30000 40724.20 SEED MIXTURE, D | | | 0835 642004-002 2099.000 LB | 7.50000 15742.50| 6.30000 13223.70| 6.30000 13223.70 SEED MIXTURE, B | | | 0840 642005-001 303.000 TN | 200.00000 60600.00| 150.00000 45450.00| 150.00000 45450.00 MULCH, STRAW OR HAY | | | 0845 642006-001 61.000 TN | 400.00000 24400.00| 25.00000 1525.00| 25.00000 1525.00 FERTILIZER | | | 0850 642008-001 266.000 LF | 20.00000 5320.00| 15.00000 3990.00| 25.00000 6650.00 TEMPORARY PIPE | | | 0855 642009-001 50400.000 LF | 0.50000 25200.00| 0.01000 504.00| 0.10000 5040.00 CONTOUR DITCH | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -36 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 25-1021993 |(6) 61-0548463 |ELMO GREER & SONS, LLC |TRUMBULL CORPORATION |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0860 642010-001 227.000 TN | 20.00000 4540.00| 10.00000 2270.00| 10.00000 2270.00 AGRICULTURAL LIMESTONE | | | 0865 642011-001 3750.000 EA | 5.00000 18750.00| 1.00000 3750.00| 7.00000 26250.00 HAY OR STRAW BALE | | | 0870 642012-001 33750.000 LF | 2.10000 70875.00| 2.00000 67500.00| 2.00000 67500.00 SILT FENCE | | | 0875 642031-001 470.000 EA | 115.00000 54050.00| 30.00000 14100.00| 85.00000 39950.00 DITCH CHECK | | | 0880 642032-001 13.000 EA | 500.00000 6500.00| 50.00000 650.00| 250.00000 3250.00 CHECK DAM | | | 0885 642035-001 3.000 EA | 3500.00000 10500.00| 3100.00000 9300.00| 1500.00000 4500.00 RISER | | | 0890 642036-001 12379.000 CY | 3.00000 37137.00| 0.01000 123.79| 5.00000 61895.00 SEDIMENT REMOVAL | | | 0895 642037-001 9227.000 CY | 3.79000 34970.33| 4.00000 36908.00| 5.00000 46135.00 SEDIMENT POND | | | 0900 652001-001 667.000 TN | 20.00000 13340.00| 10.00000 6670.00| 10.00000 6670.00 AGRICULTURAL LIMESTONE | | | 0905 652002-001 271.000 TN | 300.00000 81300.00| 25.00000 6775.00| 25.00000 6775.00 FERTILIZER, 10-20-10 | | | 0910 652003-002 8333.000 LB | 6.71000 55914.43| 9.30000 77496.90| 9.25000 77080.25 SEED MIXTURE, D | | | 0915 652003-001 27083.000 LB | 2.69000 72853.27| 2.00000 54166.00| 1.95000 52811.85 SEED MIXTURES, B, C-1, OR C-2 | | | 0920 652004-001 833.000 TN | 450.00000 374850.00| 450.00000 374850.00| 450.00000 374850.00 STRAW OR HAY MULCH | | | 0925 655001-001 34506.000 SY | 1.35000 46583.10| 1.20000 41407.20| 1.20000 41407.20 MATTING | | | 0930 655002-001 13867.000 SY | 3.85000 53387.95| 4.30000 59628.10| 4.25000 58934.75 PERMANENT EROSION MATTING, TYPE A | | | 0935 655002-001 3887.000 SY | 3.85000 14964.95| 4.30000 16714.10| 4.25000 16519.75 PERMANENT EROSION MATTING, TYPE B | | | 0940 664001-008 2.000 EA | 6500.00000 13000.00| 4100.00000 8200.00| 6500.00000 13000.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 0945 664001-009 2.000 EA | 1100.00000 2200.00| 600.00000 1200.00| 1100.00000 2200.00 REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 0950 670007-018 26.000 LF | 60.00000 1560.00| 30.00000 780.00| 25.00000 650.00 4 INCH PLASTIC PIPE, CLASS I | | | 0955 670007-020 55.000 LF | 80.00000 4400.00| 11.00000 605.00| 25.00000 1375.00 6 INCH PLASTIC PIPE, CLASS I, PERFORATED| | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -37 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 25-1021993 |(6) 61-0548463 |ELMO GREER & SONS, LLC |TRUMBULL CORPORATION |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0960 670007-024 14.000 LF | 90.00000 1260.00| 70.00000 980.00| 33.00000 462.00 10 INCH PLASTIC PIPE, CLASS I | | | 0965 670007-026 207.000 LF | 100.00000 20700.00| 22.00000 4554.00| 33.00000 6831.00 12 INCH PLASTIC PIPE, CLASS I | | | 0970 670019-241 1.000 EA | 4000.00000 4000.00| 3000.00000 3000.00| 1500.00000 1500.00 10 INCH SPECIAL VALVE, TAP AND SLEEVE | | | WITH VALVE BOX ,MECHANICAL JOINT | | | 0975 681001-001 LUMP| 758.00000 758.00| 800.00000 800.00| 1568.00000 1568.00 ASBESTOS ABATEMENT, NUMBER 001 | | | 0976 681001-001 LUMP| 2558.00000 2558.00| 2600.00000 2600.00| 3610.00000 3610.00 ASBESTOS ABATEMENT, NUMBER 002 | | | 0980 681001-001 LUMP| 600.00000 600.00| 600.00000 600.00| 1473.00000 1473.00 ASBESTOS ABATEMENT, NUMBER 005 | | | 0981 681001-001 LUMP| 1200.00000 1200.00| 1200.00000 1200.00| 2470.00000 2470.00 ASBESTOS ABATEMENT, NUMBER 006 | | | 0984 681001-001 LUMP| 786.00000 786.00| 800.00000 800.00| 1520.00000 1520.00 ASBESTOS ABATEMENT, NUMBER 010 | | | 0985 681001-001 LUMP| 200.00000 200.00| 200.00000 200.00| 570.00000 570.00 ASBESTOS ABATEMENT, NUMBER 011 | | | 0986 681001-001 LUMP| 2757.00000 2757.00| 2800.00000 2800.00| 5225.00000 5225.00 ASBESTOS ABATEMENT, NUMBER 012 | | | 0987 681001-001 LUMP| 120.00000 120.00| 120.00000 120.00| 451.00000 451.00 ASBESTOS ABATEMENT, NUMBER 013 | | | 0989 681001-001 LUMP| 4400.00000 4400.00| 4400.00000 4400.00| 7505.00000 7505.00 ASBESTOS ABATEMENT, NUMBER 016 | | | 0990 681001-001 LUMP| 2873.00000 2873.00| 2900.00000 2900.00| 4940.00000 4940.00 ASBESTOS ABATEMENT, NUMBER 017 | | | 0995 681001-001 LUMP| 100.00000 100.00| 100.00000 100.00| 404.00000 404.00 ASBESTOS ABATEMENT, NUMBER 018 | | | 0996 681001-001 LUMP| 240.00000 240.00| 240.00000 240.00| 675.00000 675.00 ASBESTOS ABATEMENT, NUMBER 019 | | | 0997 681001-001 LUMP| 200.00000 200.00| 200.00000 200.00| 475.00000 475.00 ASBESTOS ABATEMENT, NUMBER 021 | | | 1000 681001-001 LUMP| 2000.00000 2000.00| 3000.00000 3000.00| 1615.00000 1615.00 ASBESTOS ABATEMENT, NUMBER 028 | | | 1001 681001-001 LUMP| 190.00000 190.00| 190.00000 190.00| 523.00000 523.00 ASBESTOS ABATEMENT, NUMBER 029 | | | 1005 681001-001 LUMP| 100.00000 100.00| 100.00000 100.00| 261.00000 261.00 ASBESTOS ABATEMENT, NUMBER 032 | | | 1006 681001-001 LUMP| 100.00000 100.00| 100.00000 100.00| 428.00000 428.00 ASBESTOS ABATEMENT, NUMBER 045 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -38 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 25-1021993 |(6) 61-0548463 |ELMO GREER & SONS, LLC |TRUMBULL CORPORATION |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1007 681001-001 LUMP| 1076.00000 1076.00| 1100.00000 1100.00| 1378.00000 1378.00 ASBESTOS ABATEMENT, NUMBER 044 | | | 1008 681001-001 LUMP| 100.00000 100.00| 100.00000 100.00| 713.00000 713.00 ASBESTOS ABATEMENT, NUMBER 046 | | | 1009 681001-001 LUMP| 520.00000 520.00| 520.00000 520.00| 808.00000 808.00 ASBESTOS ABATEMENT, NUMBER 052 | | | 1012 681001-001 LUMP| 200.00000 200.00| 200.00000 200.00| 689.00000 689.00 ASBESTOS ABATEMENT, NUMBER 062 | | | 1013 681001-001 LUMP| 100.00000 100.00| 100.00000 100.00| 475.00000 475.00 ASBESTOS ABATEMENT, NUMBER 072 | | | 1014 681001-001 LUMP| 1012.00000 1012.00| 1000.00000 1000.00| 1568.00000 1568.00 ASBESTOS ABATEMENT, NUMBER 073 | | | 1015 681001-001 LUMP| 50.00000 50.00| 50.00000 50.00| 285.00000 285.00 ASBESTOS ABATEMENT, NUMBER 074 | | | 1019 401001-001 AA1 20214.000 TN | 31.40000 634719.60| 35.00000 707490.00| 35.00000 707490.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 1020 401001-002 AA2 18388.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 1025 401002-001 BB1 1972.000 TN | 35.75000 70499.00| 42.00000 82824.00| 42.00000 82824.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE I | | | 1030 401002-002 BB2 1794.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE I | | | 1035 401007-001 CC1 1599.000 TN | 35.70000 57084.30| 42.00000 67158.00| 42.00000 67158.00 MARSHALL SCRATCH COURSE, STONE OR GRAVEL| | | 1040 401007-002 CC2 1455.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 1045 402001-001 DD1 1285.000 TN | | 45.00000 57825.00| 45.00000 57825.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 1050 402001-002 DD2 1170.000 TN | 40.00000 46800.00| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | 1055 604002-016 EE1 1839.000 LF | 30.00000 55170.00| 65.00000 119535.00| 56.00000 102984.00 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1060 604009-016 EE1 7.000 EA | 183.00000 1281.00| 680.00000 4760.00| 300.00000 2100.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -39 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 25-1021993 |(6) 61-0548463 |ELMO GREER & SONS, LLC |TRUMBULL CORPORATION |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1065 604025-016 EE2 1839.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 1070 604028-016 EE2 7.000 EA | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION, | | | 1075 604002-016 FF1 5661.000 LF | 30.00000 169830.00| 54.00000 305694.00| 44.40000 251348.40 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1080 604009-016 FF1 8.000 EA | 183.00000 1464.00| 680.00000 5440.00| 300.00000 2400.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 1085 604025-016 FF2 5661.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 1090 604028-016 FF2 8.000 EA | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION, | | | 1095 604037-016 FF3 5661.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 1100 604038-016 FF3 8.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 1105 604002-016 GG1 280.000 LF | 29.00000 8120.00| 48.00000 13440.00| 37.10000 10388.00 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1110 604025-016 GG2 280.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 1115 604037-016 GG3 280.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | V | | | 1120 604002-020 HH1 2224.000 LF | 36.00000 80064.00| 57.00000 126768.00| 61.80000 137443.20 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1125 604009-020 HH1 2.000 EA | 246.00000 492.00| 700.00000 1400.00| 350.00000 700.00 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 1130 604025-020 HH2 2224.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -40 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 25-1021993 |(6) 61-0548463 |ELMO GREER & SONS, LLC |TRUMBULL CORPORATION |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1135 604028-020 HH2 2.000 EA | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION, | | | 1140 604002-020 II1 1668.000 LF | 36.00000 60048.00| 60.00000 100080.00| 49.00000 81732.00 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1145 604009-020 II1 3.000 EA | 246.00000 738.00| 700.00000 2100.00| 350.00000 1050.00 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 1150 604025-020 II2 1668.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 1155 604028-020 II2 3.000 EA | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION, | | | 1160 604037-020 II3 1668.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 1165 604038-020 II3 3.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 1170 604002-020 JJ1 313.000 LF | 37.00000 11581.00| 44.00000 13772.00| 45.00000 14085.00 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1175 604025-020 JJ2 313.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 1180 604037-020 JJ3 313.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 1185 604002-022 KK1 517.000 LF | 42.00000 21714.00| 92.00000 47564.00| 55.00000 28435.00 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1190 604025-022 KK2 517.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B2 | | | 1195 604002-022 LL1 411.000 LF | 43.00000 17673.00| 57.00000 23427.00| 55.00000 22605.00 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1200 604025-022 LL2 411.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | D5 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -41 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 25-1021993 |(6) 61-0548463 |ELMO GREER & SONS, LLC |TRUMBULL CORPORATION |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1205 604002-022 NN1 717.000 LF | 43.00000 30831.00| 67.00000 48039.00| 55.00000 39435.00 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1210 604009-022 NN1 1.000 EA | 350.00000 350.00| 800.00000 800.00| 400.00000 400.00 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 1215 604025-022 NN2 717.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B2 | | | 1220 604028-022 NN2 1.000 EA | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION, | | | 1225 604037-022 NN3 717.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 1230 604038-022 NN3 1.000 EA | | | 30 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 1235 604002-024 OO1 1424.000 LF | 49.00000 69776.00| 90.00000 128160.00| 63.00000 89712.00 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1240 604025-024 OO2 1424.000 LF | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B2 | | | 1245 604002-024 PP1 248.000 LF | 47.00000 11656.00| 96.00000 23808.00| 63.00000 15624.00 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1250 604025-024 PP2 248.000 LF | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B2 | | | 1255 604037-024 PP3 248.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 1260 604002-024 QQ1 123.000 LF | 47.00000 5781.00| 115.00000 14145.00| 63.00000 7749.00 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1265 604009-024 QQ1 2.000 EA | 436.00000 872.00| 900.00000 1800.00| 700.00000 1400.00 36 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 1270 604025-024 QQ2 123.000 LF | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -42 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 25-1021993 |(6) 61-0548463 |ELMO GREER & SONS, LLC |TRUMBULL CORPORATION |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1275 604028-024 QQ2 2.000 EA | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION, | | | 1280 604037-024 QQ3 123.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 1285 604038-024 QQ3 2.000 EA | | | 36 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 1290 604004-026 TT1 392.000 LF | 61.00000 23912.00| 78.00000 30576.00| 75.00000 29400.00 42 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 1295 604025-026 TT2 392.000 LF | | | 42 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | C2 | | | 1300 604037-026 TT3 392.000 LF | | | 42 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 1305 604004-026 UU1 276.000 LF | 59.00000 16284.00| 67.00000 18492.00| 73.00000 20148.00 42 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 1310 604025-026 UU2 276.000 LF | | | 42 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | C2 | | | 1315 604037-026 UU3 276.000 LF | | | 42 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 1320 604004-028 VV1 534.000 LF | 69.00000 36846.00| 105.00000 56070.00| 90.00000 48060.00 48 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 1325 604025-028 VV2 534.000 LF | | | 48 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | C2 | | | 1330 604004-028 WW1 652.000 LF | 69.00000 44988.00| 84.00000 54768.00| 90.00000 58680.00 48 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 1335 604025-028 WW2 652.000 LF | | | 48 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | C2 | | | 1340 604037-028 WW3 652.000 LF | | | 48 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -43 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 25-1021993 |(6) 61-0548463 |ELMO GREER & SONS, LLC |TRUMBULL CORPORATION |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1345 604002-036 XX1 118.000 LF | 540.00000 63720.00| 340.00000 40120.00| 985.50000 116289.00 72 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A5 | | | 1350 604037-036 XX2 118.000 LF | | | 72 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 1355 604004-044 YY1 532.000 LF | 345.00000 183540.00| 414.00000 220248.00| 390.00000 207480.00 96 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, B5 | | | 1360 604025-044 YY2 532.000 LF | | | 96 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | C3 | | | 1365 636002-001 ZZ1 4000.000 TN | 15.00000 60000.00| 14.00000 56000.00| 15.00000 60000.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 1370 636002-002 ZZ2 3640.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 15,888,595.83| $ 17,334,990.17| $ 18,688,434.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 SIGNING & PAVEMENT MARKINGS | | | 1375 657008-001 62.000 LF | 5.00000 310.00| 5.00000 310.00| 5.00000 310.00 2.00 LB CHANNEL POST | | | 1380 657010-001 398.000 LF | 6.00000 2388.00| 6.00000 2388.00| 5.85000 2328.30 3.00 LB CHANNEL POST | | | 1385 661001-001 233.000 SF | 15.00000 3495.00| 14.50000 3378.50| 14.50000 3378.50 0.080 IN FLAT SHEET SIGN | | | 1390 663001-004 33150.000 LF | 0.15000 4972.50| 0.15000 4972.50| 0.15000 4972.50 EDGE LINE, TYPE II ,WHITE | | | 1395 663001-004 610.000 LF | 3.00000 1830.00| 3.00000 1830.00| 3.00000 1830.00 EDGE LINE, TYPE II ,BLUE | | | 1400 663001-004 210.000 LF | 3.00000 630.00| 3.00000 630.00| 3.00000 630.00 EDGE LINE, TYPE II ,YELLOW | | | 1405 663002-005 30.000 LF | 0.25000 7.50| 0.25000 7.50| 0.25000 7.50 LANE LINE OR CENTERLINE, TYPE II ,WHITE | | | 1410 663002-005 700.000 LF | 0.25000 175.00| 0.25000 175.00| 0.25000 175.00 LANE LINE OR CENTERLINE, TYPE II ,YELLOW| | | 1415 663003-005 31650.000 LF | 0.12000 3798.00| 0.15000 4747.50| 0.12000 3798.00 BARRIER LINE, TYPE II | | | 1420 663004-004 200.000 LF | 0.25000 50.00| 0.25000 50.00| 0.25000 50.00 CHANNELIZING LINE, TYPE II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -44 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 25-1021993 |(6) 61-0548463 |ELMO GREER & SONS, LLC |TRUMBULL CORPORATION |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1425 663005-010 302.000 LF | 11.25000 3397.50| 11.25000 3397.50| 11.25000 3397.50 STOP LINE, TYPE V (24") | | | 1430 663007-010 800.000 LF | 5.25000 4200.00| 5.25000 4200.00| 5.25000 4200.00 STRIPE, TYPE V ,YELLOW (12") | | | 1435 663010-010 10.000 EA | 145.00000 1450.00| 145.00000 1450.00| 145.00000 1450.00 LANE ARROW, TYPE V | | | 1440 663011-010 4.000 EA | 48.00000 192.00| 48.00000 192.00| 48.00000 192.00 LANE LETTER, TYPE V | | | SECTION TOTALS | $ 26,895.50| $ 27,728.50| $ 26,719.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 MSE WALL ALONG RAMP 2 | | | 1445 639001-001 LUMP| 3000.00000 3000.00| 5000.00000 5000.00| 2500.00000 2500.00 CONSTRUCTION LAYOUT STAKE | | | 1450 626002-001 AE1 2531.000 SF | 45.00000 113895.00| 25.00000 63275.00| 39.25000 99341.75 MSE RETAINING WALL, RETAINED EARTH | | | 1455 626002-002 AE2 2531.000 SF | | | MSE RETAINING WALL, REINFORCED EARTH | | | 1460 626002-003 AE3 2531.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 1465 626002-004 AE4 2531.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | SECTION TOTALS | $ 116,895.00| $ 68,275.00| $ 101,841.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 MSE WALL RAMP 5 RIGHT | | | 1470 639001-001 LUMP| 6000.00000 6000.00| 5000.00000 5000.00| 2500.00000 2500.00 CONSTRUCTION LAYOUT STAKE | | | 1475 626002-001 AD1 18800.000 SF | 47.00000 883600.00| 25.00000 470000.00| 43.27000 813476.00 MSE RETAINING WALL, RETAINED EARTH | | | 1480 626002-002 AD2 18800.000 SF | | | MSE RETAINING WALL, REINFORCED EARTH | | | 1485 626002-003 AD3 18800.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 1490 626002-004 AD4 18800.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | SECTION TOTALS | $ 889,600.00| $ 475,000.00| $ 815,976.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 9X8 BOX CULVERT EXTENSION UNDER RAMP 1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -45 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 25-1021993 |(6) 61-0548463 |ELMO GREER & SONS, LLC |TRUMBULL CORPORATION |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1495 203001-000 LUMP| 15000.00000 15000.00| 4200.00000 4200.00| 17000.00000 17000.00 DISMANTLING STRUCTURE | | | 1500 212001-000 2409.000 CY | 45.00000 108405.00| 12.00000 28908.00| 15.00000 36135.00 STRUCTURE EXCAVATION | | | 1505 212005-000 1705.000 CY | 68.00000 115940.00| 34.00000 57970.00| 42.00000 71610.00 SELECT MATERIAL FOR BACKFILLING ,NO. 57 | | | CRUSHED STONE | | | 1510 601002-001 594.000 CY | 400.00000 237600.00| 400.00000 237600.00| 490.00000 291060.00 CLASS B CONCRETE | | | 1515 602001-001 92886.000 LB | 0.62000 57589.32| 1.00000 92886.00| 0.70000 65020.20 REINFORCING STEEL BAR | | | 1520 639001-001 LUMP| 1500.00000 1500.00| 2000.00000 2000.00| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 536,034.32| $ 423,564.00| $ 482,825.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 6X6 BOX CULVERT EXTENSION UNDER I-64 | | | 1525 203001-000 LUMP| 10000.00000 10000.00| 3200.00000 3200.00| 9500.00000 9500.00 DISMANTLING STRUCTURE | | | 1530 212001-000 160.000 CY | 45.00000 7200.00| 160.00000 25600.00| 15.00000 2400.00 STRUCTURE EXCAVATION | | | 1535 212005-000 150.000 CY | 68.00000 10200.00| 35.00000 5250.00| 40.00000 6000.00 SELECT MATERIAL FOR BACKFILLING ,NO. 57 | | | CRUSHED STONE | | | 1540 639001-001 LUMP| 1500.00000 1500.00| 2000.00000 2000.00| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKE | | | 1545 601002-001 AF1 70.000 CY | 400.00000 28000.00| | CLASS B CONCRETE | | | 1550 602001-001 AF1 12042.000 LB | 0.62000 7466.04| | REINFORCING STEEL BAR | | | 1555 604070-081 AF2 47.000 LF | | 1500.00000 70500.00| 588.00000 27636.00 6X6 FT PRECAST CONCRETE BOX CULVERT | | | SECTION TOTALS | $ 64,366.04| $ 106,550.00| $ 47,536.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 6X12 BOX CULVERT UNDER CR 33/1 | | | 1560 212001-000 1320.000 CY | 45.00000 59400.00| 16.00000 21120.00| 12.00000 15840.00 STRUCTURE EXCAVATION | | | 1565 212005-000 110.000 CY | 68.00000 7480.00| 40.00000 4400.00| 40.00000 4400.00 SELECT MATERIAL FOR BACKFILLING ,NO. 57 | | | CRUSHED STONE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -46 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 25-1021993 |(6) 61-0548463 |ELMO GREER & SONS, LLC |TRUMBULL CORPORATION |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1570 307001-000 300.000 CY | 55.00000 16500.00| 35.00000 10500.00| 35.00000 10500.00 AGGREGATE BASE COURSE, CLASS I | | | 1575 639001-001 LUMP| 1500.00000 1500.00| 2000.00000 2000.00| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKE | | | 1580 601002-001 AH1 302.000 CY | 450.00000 135900.00| | CLASS B CONCRETE | | | 1585 602001-001 AH1 66094.000 LB | 0.62000 40978.28| | REINFORCING STEEL BAR | | | 1590 604070-088 AH2 135.000 LF | | 1080.00000 145800.00| 739.00000 99765.00 12X6 FT PRECAST CONCRETE BOX CULVERT | | | SECTION TOTALS | $ 261,758.28| $ 183,820.00| $ 132,505.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 LANDSCAPING & STREAMS MITIGATION | | | 1595 207015-001 828.000 SY | 325.00000 269100.00| 500.00000 414000.00| 110.00000 91080.00 REMOVE, STORE AND PLACE MATERIAL, | | | NATURAL STREAMBED MATERIAL | | | 1600 211003-000 63.000 CY | 700.00000 44100.00| 800.00000 50400.00| 200.00000 12600.00 SELECT BORROW EXCAVATION ,STREAMBED | | | MATERIAL | | | 1605 604050-006 20.000 LF | 30.00000 600.00| 60.00000 1200.00| 45.00000 900.00 8 INCH CORRUGATED POLYETHYLENE PIPE | | | 1610 604050-016 20.000 LF | 50.00000 1000.00| 75.00000 1500.00| 73.00000 1460.00 18 INCH CORRUGATED POLYETHYLENE PIPE | | | 1615 605009-001 1.000 EA | 4000.00000 4000.00| 2500.00000 2500.00| 3000.00000 3000.00 TYPE G INLET | | | 1620 608003-001 850.000 LF | 16.00000 13600.00| 9.00000 7650.00| 8.75000 7437.50 3 FT 11 IN TEMPORARY FENCE | | | 1625 639001-001 LUMP| 18000.00000 18000.00| 2000.00000 2000.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKE | | | 1630 641002-001 1.000 EA | 3000.00000 3000.00| 5500.00000 5500.00| 2500.00000 2500.00 WEIR ,LOG | | | 1635 641006-001 3325.000 SY | 15.75000 52368.75| 22.50000 74812.50| 16.00000 53200.00 BRUSH MATTRESS | | | 1640 641007-001 181.000 EA | 545.00000 98645.00| 400.00000 72400.00| 400.00000 72400.00 COCONUT FIBER LOG | | | 1645 641008-001 1.000 EA | 348.00000 348.00| 1000.00000 1000.00| 800.00000 800.00 NEST BOX, WOOD DUCK | | | 1650 641008-001 4.000 EA | 220.00000 880.00| 1000.00000 4000.00| 300.00000 1200.00 NEST BOX, SONGBIRD | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -47 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 25-1021993 |(6) 61-0548463 |ELMO GREER & SONS, LLC |TRUMBULL CORPORATION |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1655 641009-001 4.000 EA | 600.00000 2400.00| 500.00000 2000.00| 500.00000 2000.00 TURTLE BASKING LOG | | | 1660 641010-001 4767.000 EA | 11.00000 52437.00| 2.00000 9534.00| 2.00000 9534.00 LIVE PLANT CUTTINGS | | | 1665 642005-002 1.500 TN | 540.00000 810.00| 840.00000 1260.00| 540.00000 810.00 MULCH, WOOD CELLULOSE FIBER | | | 1670 651002-001 253.000 CY | 75.00000 18975.00| 400.00000 101200.00| 40.00000 10120.00 PLACING STOCKPILED TOPSOIL | | | 1675 652001-001 3.000 TN | 65.00000 195.00| 285.00000 855.00| 65.00000 195.00 AGRICULTURAL LIMESTONE | | | 1680 652002-001 2.000 TN | 65.00000 130.00| 720.00000 1440.00| 700.00000 1400.00 FERTILIZER, 10-20-10 | | | 1685 652003-003 222.000 LB | 118.00000 26196.00| 340.00000 75480.00| 70.00000 15540.00 SEED MIXTURE, WETLAND, | | | 1690 652003-006 254.000 LB | 72.00000 18288.00| 25.00000 6350.00| 25.00000 6350.00 SEED MIXTURE, SEED MIX #2 | | | 1695 652003-006 225.000 LB | 118.00000 26550.00| 221.00000 49725.00| 50.00000 11250.00 SEED MIXTURE, ,SEED MIX #1 | | | 1700 654001-001 50.000 EA | 340.00000 17000.00| 75.00000 3750.00| 150.00000 7500.00 TREE, DECIDUOUS, ACER RUBRUM | | | 1705 654001-001 12.000 EA | 340.00000 4080.00| 60.00000 720.00| 200.00000 2400.00 TREE, DECIDUOUS, ULMUS AMERICANA | | | 1710 654001-001 20.000 EA | 340.00000 6800.00| 60.00000 1200.00| 150.00000 3000.00 TREE, DECIDUOUS, SASSAFRAS ALBIDIUM | | | 1715 654001-001 11.000 EA | 340.00000 3740.00| 50.00000 550.00| 150.00000 1650.00 TREE, DECIDUOUS, ACER NEGUNDO | | | 1720 654001-001 50.000 EA | 340.00000 17000.00| 50.00000 2500.00| 150.00000 7500.00 TREE, DECIDUOUS, SALIX NIGRA | | | 1725 654001-001 10.000 EA | 340.00000 3400.00| 90.00000 900.00| 150.00000 1500.00 TREE, DECIDUOUS, JUGLANS NIGRA | | | 1730 654001-001 25.000 EA | 340.00000 8500.00| 50.00000 1250.00| 150.00000 3750.00 TREE, DECIDUOUS, PLATANUS OCCIDENTALIS | | | 1735 654001-001 4.000 EA | 340.00000 1360.00| 100.00000 400.00| 200.00000 800.00 TREE, DECIDUOUS, TILIA AMERICANA | | | 1740 654001-001 11.000 EA | 340.00000 3740.00| 60.00000 660.00| 150.00000 1650.00 TREE, DECIDUOUS, LIRIODENDRON TULIPIFERA| | | 1745 654001-001 3.000 EA | 340.00000 1020.00| 60.00000 180.00| 200.00000 600.00 TREE, DECIDUOUS, FRAXINUS PENNSYLVANICA | | | 1750 654001-001 3.000 EA | 340.00000 1020.00| 100.00000 300.00| 200.00000 600.00 TREE, DECIDUOUS, QUERCUS ALBA | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -48 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 25-1021993 |(6) 61-0548463 |ELMO GREER & SONS, LLC |TRUMBULL CORPORATION |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1755 654001-001 7.000 EA | 340.00000 2380.00| 100.00000 700.00| 150.00000 1050.00 TREE, DECIDUOUS, FAGUS GRANDIFOLIA | | | 1760 654001-001 6.000 EA | 340.00000 2040.00| 60.00000 360.00| 150.00000 900.00 TREE, DECIDUOUS, ACER SACCHARINUM | | | 1765 656001-001 92.000 EA | 42.00000 3864.00| 6.00000 552.00| 20.00000 1840.00 SEEDLING LINDERA BENZOIN | | | 1770 656001-001 38.000 EA | 42.00000 1596.00| 3.00000 114.00| 20.00000 760.00 SEEDLING SAMBUCUS CANADENSIS | | | 1775 656001-001 57.000 EA | 42.00000 2394.00| 6.00000 342.00| 20.00000 1140.00 SEEDLING CORNUS AMMOMUM | | | 1780 656001-001 51.000 EA | 42.00000 2142.00| 6.00000 306.00| 20.00000 1020.00 SEEDLING CEPHALANTHUS OCCIDENTALIS | | | 1785 656001-001 23.000 EA | 42.00000 966.00| 6.00000 138.00| 20.00000 460.00 SEEDLING PHYSOCARPUS OPULIFOLIUS | | | SECTION TOTALS | $ 734,664.75| $ 899,728.50| $ 351,896.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GAS LINE RELOCATION | | | 1789 218001-000 20.000 CY | 100.00000 2000.00| 45.00000 900.00| 60.00000 1200.00 RIPRAP | | | 1790 608001-006 168.000 LF | 35.00000 5880.00| 31.00000 5208.00| 38.70000 6501.60 6 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 9GA.STEEL, VINYL COATED, GREEN | | | 1795 608004-001 8.000 EA | 200.00000 1600.00| 450.00000 3600.00| 377.00000 3016.00 4 FT PEDESTRIAN GATE, CHAIN LINK 9GA. | | | STEEL, VINYL COATED, GREEN | | | 1800 639001-001 LUMP| 3500.00000 3500.00| 2000.00000 2000.00| 3500.00000 3500.00 CONSTRUCTION LAYOUT STAKE | | | 1802 642011-001 50.000 EA | 8.00000 400.00| 1.00000 50.00| 6.50000 325.00 HAY OR STRAW BALE | | | 1803 642012-001 3400.000 LF | 5.00000 17000.00| 2.00000 6800.00| 6.25000 21250.00 SILT FENCE | | | 1805 652001-001 5.300 TN | 150.00000 795.00| 150.00000 795.00| 1485.00000 7870.50 AGRICULTURAL LIMESTONE | | | 1810 652002-001 1.800 TN | 500.00000 900.00| 600.00000 1080.00| 1972.00000 3549.60 FERTILIZER, 10-20-10 | | | 1815 652002-002 0.600 TN | 600.00000 360.00| 1200.00000 720.00| 2400.00000 1440.00 FERTILIZER, UREA FORMALDEHYDE | | | 1820 652003-001 385.000 LB | 6.00000 2310.00| 4.00000 1540.00| 3.44000 1324.40 SEED MIXTURES, B, C-1, OR C-2 (USE | | | "TYPE C-2" LAWN MIXTURE ONLY) | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -49 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 25-1021993 |(6) 61-0548463 |ELMO GREER & SONS, LLC |TRUMBULL CORPORATION |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1825 652004-001 7.000 TN | 300.00000 2100.00| 7.00000 49.00| 400.00000 2800.00 STRAW OR HAY MULCH | | | 1830 671001-180 100.000 LF | 85.00000 8500.00| 85.00000 8500.00| 80.00000 8000.00 4 INCH GAS LINE, .237 WALL,API 5L,X-52, | | | 12-14 MIL FBE COATED | | | 1835 671001-220 100.000 LF | 95.00000 9500.00| 95.00000 9500.00| 120.00000 12000.00 8 INCH GAS LINE, .322 WALL,API 5L,X-52, | | | 12-14 MIL FBE COATED | | | 1840 671001-380 2900.000 LF | 375.00000 1087500.00| 375.00000 1087500.00| 187.00000 542300.00 24 INCH GAS LINE, .375 WALL,API 5L,X-52,| | | 12-14 MIL FBE COATED | | | 1845 671009-440 330.000 LF | 400.00000 132000.00| 400.00000 132000.00| 258.70000 85371.00 30 INCH STEEL CASING PIPE, OPEN CUT | | | .312 WALL,API 5L,GRADE B,12-14 MIL FBE | | | COATED | | | 1850 671009-441 50.000 LF | 600.00000 30000.00| 600.00000 30000.00| 540.00000 27000.00 30 INCH STEEL CASING PIPE, BORE AND | | | JACK .312 WALL,API 5L,GRADE B,12-14 MIL | | | FBE COATED | | | 1855 671019-180 4.000 EA | 4000.00000 16000.00| 4000.00000 16000.00| 2691.44000 10765.76 4 INCH SPECIAL GAS VALVE ASSEMBLY, | | | TRUNNION BALL VALVE, BLOW DOWN, COMPLETE| | | 1860 671019-180 2.000 EA | 5000.00000 10000.00| 5000.00000 10000.00| 2691.00000 5382.00 4 INCH SPECIAL GAS VALVE ASSEMBLY, | | | TRUNNION BALL VALVE, BLOW OFF, COMPLETE | | | 1865 671019-380 2.000 EA | 46000.00000 92000.00| 46000.00000 92000.00| 39511.00000 79022.00 24 INCH SPECIAL GAS VALVE ASSEMBLY, | | | GATE VALE WITH ABOVE GROUND GEAR | | | OPERATOR COMPLETE | | | 1870 671019-380 2.000 EA | 103000.00000 206000.00| 103000.00000 206000.00| 65843.00000 131686.00 24 INCH SPECIAL GAS VALVE ASSEMBLY, T D | | | WILLIAMSON, INC DOUBLE LINE STOPS, | | | COMPLETE | | | SECTION TOTALS | $ 1,628,345.00| $ 1,614,242.00| $ 954,303.86 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 WATER LINE RELOCATION | | | 1880 639001-001 LUMP| 3000.00000 3000.00| 2000.00000 2000.00| 2500.00000 2500.00 CONSTRUCTION LAYOUT STAKE | | | 1885 670004-221 700.000 LF | 22.00000 15400.00| 45.00000 31500.00| 32.00000 22400.00 8 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 50 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -50 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 25-1021993 |(6) 61-0548463 |ELMO GREER & SONS, LLC |TRUMBULL CORPORATION |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1890 670004-222 390.000 LF | 27.00000 10530.00| 36.00000 14040.00| 40.00000 15600.00 8 INCH DUCTILE IRON PIPE, TYPE II, | | | CLASS 50 | | | 1891 670007-012 700.000 LF | 16.00000 11200.00| 15.00000 10500.00| 18.50000 12950.00 2 INCH PLASTIC PIPE, CLASS 250 | | | 1892 670007-020 2730.000 LF | 20.00000 54600.00| 40.00000 109200.00| 28.40000 77532.00 6 INCH PLASTIC PIPE, CLASS 200, AWWA | | | C900 | | | 1900 670008-040 20.000 LF | 12.00000 240.00| 20.00000 400.00| 25.00000 500.00 3/4 INCH COPPER SERVICE PIPE | | | 1905 670008-120 650.000 LF | 25.00000 16250.00| 25.00000 16250.00| 19.00000 12350.00 2 INCH COPPER SERVICE PIPE | | | 1910 670009-200 2.000 EA | 700.00000 1400.00| 700.00000 1400.00| 500.00000 1000.00 6 INCH GATE VALVE AND VALVE BOX | | | 1915 670009-220 3.000 EA | 900.00000 2700.00| 1000.00000 3000.00| 700.00000 2100.00 8 INCH GATE VALVE AND VALVE BOX | | | 1920 670010-300 390.000 LF | 140.00000 54600.00| 70.00000 27300.00| 81.00000 31590.00 16 INCH STEEL CASING PIPE, THICKNESS | | | 0.375" | | | 1930 670015-030 1.000 EA | 100.00000 100.00| 600.00000 600.00| 500.00000 500.00 5/8 INCH METER WITH 3/4" METER THREAD | | | 1935 670017-001 1.000 EA | 550.00000 550.00| 300.00000 300.00| 400.00000 400.00 METER BOX | | | 1940 670019-001 1.000 EA | 950.00000 950.00| 650.00000 650.00| 600.00000 600.00 SPECIAL VALVE, AIR RELEASE VALVE | | | 1941 670019-001 1.000 EA | 600.00000 600.00| 900.00000 900.00| 570.00000 570.00 SPECIAL VALVE, BLOW OFF | | | SECTION TOTALS | $ 172,120.00| $ 218,040.00| $ 180,592.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 ON JOB TRAINING | | | 1965 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 0012 COMPUTER SYSTEM & CELLULAR PHONE | | | 1969 640003-001 LUMP| 10000.00000 10000.00| 4000.00000 4000.00| 1200.00000 1200.00 BUILDING EQUIPMENT , CELLULAR PHONE | | | 1970 640004-001 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 3500.00000 3500.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -51 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(4) 61-0874665 |(5) 25-1021993 |(6) 61-0548463 |ELMO GREER & SONS, LLC |TRUMBULL CORPORATION |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 15,000.00| $ 9,000.00| $ 4,700.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0013 FUTURE SANITARY SEWER | | | 1975 639001-001 LUMP| 3000.00000 3000.00| 2000.00000 2000.00| 2500.00000 2500.00 CONSTRUCTION LAYOUT STAKE | | | 1980 675008-221 187.000 LF | 43.00000 8041.00| 40.00000 7480.00| 42.00000 7854.00 8 INCH DUCTILE IRON SEWER PIPE, TYPE I, | | | CLASS 50 | | | 1985 675008-222 950.000 LF | 48.00000 45600.00| 38.00000 36100.00| 48.00000 45600.00 8 INCH DUCTILE IRON SEWER PIPE, TYPE II | | | , CLASS 50 | | | 1990 675008-262 447.000 LF | 40.00000 17880.00| 50.00000 22350.00| 59.00000 26373.00 12 INCH DUCTILE IRON SEWER PIPE, TYPE | | | II, CLASS 50 | | | 1992 675014-001 7.000 EA | 3200.00000 22400.00| 2100.00000 14700.00| 2500.00000 17500.00 MANHOLE COMPLETE, INCLUDING CASTING | | | 1993 675015-001 1.000 EA | 3800.00000 3800.00| 3200.00000 3200.00| 3300.00000 3300.00 DROP MANHOLE COMPLETE, INCLUDING CASTING| | | 1995 675021-280 420.000 LF | 110.00000 46200.00| 140.00000 58800.00| 85.00000 35700.00 14 INCH STEEL CASING PIPE, THICKNESS | | | 0.5 INCH | | | 2000 675021-300 796.000 LF | 130.00000 103480.00| 75.00000 59700.00| 88.00000 70048.00 16 INCH STEEL CASING PIPE, THICKNESS | | | 0.375 INCH | | | 2005 675021-380 400.000 LF | 250.00000 100000.00| 375.00000 150000.00| 250.00000 100000.00 24 INCH STEEL CASING PIPE, THICKNESS | | | 0.5 INCH, BORE & JACKED | | | SECTION TOTALS | $ 350,401.00| $ 354,330.00| $ 308,875.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 20,686,275.72| $ 21,716,868.17| $ 22,097,804.66 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -52 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(7) 55-0683174 | | |HEETER CONSTRUCTION, 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 | 188161.40000 188161.40| | CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 6470.28000 6470.28| | BUILDING DEMOLITION NUMBER, 001 | | | 0015 202001-000 1.000 LS | 3450.81000 3450.81| | BUILDING DEMOLITION NUMBER, 002 | | | 0020 202001-000 1.000 LS | 6470.28000 6470.28| | BUILDING DEMOLITION NUMBER, 004 | | | 0025 202001-000 1.000 LS | 4313.52000 4313.52| | BUILDING DEMOLITION NUMBER, 005 | | | 0030 202001-000 1.000 LS | 3450.81000 3450.81| | BUILDING DEMOLITION NUMBER, 006 | | | 0035 202001-000 1.000 LS | 3450.81000 3450.81| | BUILDING DEMOLITION NUMBER, 008 | | | 0040 202001-000 1.000 LS | 1294.06000 1294.06| | BUILDING DEMOLITION NUMBER, 009 | | | 0045 202001-000 1.000 LS | 2156.76000 2156.76| | BUILDING DEMOLITION NUMBER, 010 | | | 0050 202001-000 1.000 LS | 431.35000 431.35| | BUILDING DEMOLITION NUMBER, 011 | | | 0055 202001-000 1.000 LS | 3450.81000 3450.81| | BUILDING DEMOLITION NUMBER, 012 | | | 0060 202001-000 1.000 LS | 431.35000 431.35| | BUILDING DEMOLITION NUMBER, 013 | | | 0065 202001-000 1.000 LS | 3450.81000 3450.81| | BUILDING DEMOLITION NUMBER, 014 | | | 0070 202001-000 1.000 LS | 1725.41000 1725.41| | BUILDING DEMOLITION NUMBER, 015 | | | 0075 202001-000 1.000 LS | 6470.28000 6470.28| | BUILDING DEMOLITION NUMBER, 016 | | | 0080 202001-000 1.000 LS | 3450.81000 3450.81| | BUILDING DEMOLITION NUMBER, 017 | | | 0085 202001-000 1.000 LS | 1725.41000 1725.41| | BUILDING DEMOLITION NUMBER, 018 | | | 0090 202001-000 1.000 LS | 3450.81000 3450.81| | BUILDING DEMOLITION NUMBER, 019 | | | 0095 202001-000 1.000 LS | 1294.06000 1294.06| | BUILDING DEMOLITION NUMBER, 020 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -53 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(7) 55-0683174 | | |HEETER CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 202001-000 1.000 LS | 4313.52000 4313.52| | BUILDING DEMOLITION NUMBER, 021 | | | 0105 202001-000 1.000 LS | 6470.28000 6470.28| | BUILDING DEMOLITION NUMBER, 022 | | | 0115 202001-000 1.000 LS | 1294.06000 1294.06| | BUILDING DEMOLITION NUMBER, 024 | | | 0120 202001-000 1.000 LS | 107.84000 107.84| | BUILDING DEMOLITION NUMBER, 025 | | | 0125 202001-000 1.000 LS | 6470.28000 6470.28| | BUILDING DEMOLITION NUMBER, 026 | | | 0130 202001-000 1.000 LS | 15097.32000 15097.32| | BUILDING DEMOLITION NUMBER, 027 | | | 0135 202001-000 1.000 LS | 6470.28000 6470.28| | BUILDING DEMOLITION NUMBER, 028 | | | 0140 202001-000 1.000 LS | 4313.52000 4313.52| | BUILDING DEMOLITION NUMBER, 029 | | | 0145 202001-000 1.000 LS | 647.03000 647.03| | BUILDING DEMOLITION NUMBER, 030 | | | 0150 202001-000 1.000 LS | 1078.38000 1078.38| | BUILDING DEMOLITION NUMBER, 031 | | | 0155 202001-000 1.000 LS | 6470.28000 6470.28| | BUILDING DEMOLITION NUMBER, 032 | | | 0160 202001-000 1.000 LS | 6470.28000 6470.28| | BUILDING DEMOLITION NUMBER, 033 | | | 0165 202001-000 1.000 LS | 6470.28000 6470.28| | BUILDING DEMOLITION NUMBER, 036 | | | 0170 202001-000 1.000 LS | 3450.81000 3450.81| | BUILDING DEMOLITION NUMBER, 037 | | | 0175 202001-000 1.000 LS | 3450.81000 3450.81| | BUILDING DEMOLITION NUMBER, 038 | | | 0180 202001-000 1.000 LS | 3450.81000 3450.81| | BUILDING DEMOLITION NUMBER, 039 | | | 0185 202001-000 1.000 LS | 3450.81000 3450.81| | BUILDING DEMOLITION NUMBER, 040 | | | 0190 202001-000 1.000 LS | 3450.81000 3450.81| | BUILDING DEMOLITION NUMBER, 041 | | | 0195 202001-000 1.000 LS | 3450.81000 3450.81| | BUILDING DEMOLITION NUMBER, 042 | | | 0200 202001-000 1.000 LS | 3450.81000 3450.81| | BUILDING DEMOLITION NUMBER, 043 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -54 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(7) 55-0683174 | | |HEETER CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0205 202001-000 1.000 LS | 10783.80000 10783.80| | BUILDING DEMOLITION NUMBER, 044 | | | 0210 202001-000 1.000 LS | 3450.81000 3450.81| | BUILDING DEMOLITION NUMBER, 045 | | | 0215 202001-000 1.000 LS | 4313.52000 4313.52| | BUILDING DEMOLITION NUMBER, 046 | | | 0220 202001-000 1.000 LS | 1294.06000 1294.06| | BUILDING DEMOLITION NUMBER, 047 | | | 0225 202001-000 1.000 LS | 431.35000 431.35| | BUILDING DEMOLITION NUMBER, 048 | | | 0230 202001-000 1.000 LS | 4313.52000 4313.52| | BUILDING DEMOLITION NUMBER, 049 | | | 0235 202001-000 1.000 LS | 1294.06000 1294.06| | BUILDING DEMOLITION NUMBER, 050 | | | 0240 202001-000 1.000 LS | 2156.76000 2156.76| | BUILDING DEMOLITION NUMBER, 051 | | | 0245 202001-000 1.000 LS | 4313.52000 4313.52| | BUILDING DEMOLITION NUMBER, 052 | | | 0250 202001-000 1.000 LS | 3235.14000 3235.14| | BUILDING DEMOLITION NUMBER, 053 | | | 0255 202001-000 1.000 LS | 1078.38000 1078.38| | BUILDING DEMOLITION NUMBER, 054 | | | 0260 202001-000 1.000 LS | 1078.38000 1078.38| | BUILDING DEMOLITION NUMBER, 055 | | | 0265 202001-000 1.000 LS | 647.03000 647.03| | BUILDING DEMOLITION NUMBER, 056 | | | 0270 202001-000 1.000 LS | 1078.38000 1078.38| | BUILDING DEMOLITION NUMBER, 057 | | | 0275 202001-000 1.000 LS | 2156.76000 2156.76| | BUILDING DEMOLITION NUMBER, 058 | | | 0280 202001-000 1.000 LS | 4313.52000 4313.52| | BUILDING DEMOLITION NUMBER, 059 | | | 0285 202001-000 1.000 LS | 2156.76000 2156.76| | BUILDING DEMOLITION NUMBER, 060 | | | 0290 202001-000 1.000 LS | 862.70000 862.70| | BUILDING DEMOLITION NUMBER, 061 | | | 0295 202001-000 1.000 LS | 6470.28000 6470.28| | BUILDING DEMOLITION NUMBER, 062 | | | 0300 202001-000 1.000 LS | 862.70000 862.70| | BUILDING DEMOLITION NUMBER, 063 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -55 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(7) 55-0683174 | | |HEETER CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0305 202001-000 1.000 LS | 3450.81000 3450.81| | BUILDING DEMOLITION NUMBER, 064 | | | 0310 202001-000 1.000 LS | 2156.76000 2156.76| | BUILDING DEMOLITION NUMBER, 065 | | | 0315 202001-000 1.000 LS | 215.68000 215.68| | BUILDING DEMOLITION NUMBER, 066 | | | 0320 202001-000 1.000 LS | 2695.95000 2695.95| | BUILDING DEMOLITION NUMBER, 068 | | | 0325 202001-000 1.000 LS | 1078.38000 1078.38| | BUILDING DEMOLITION NUMBER, 069 | | | 0330 202001-000 1.000 LS | 10783.80000 10783.80| | BUILDING DEMOLITION NUMBER, 070 | | | 0335 202001-000 1.000 LS | 431.35000 431.35| | BUILDING DEMOLITION NUMBER, 072 | | | 0340 202001-000 1.000 LS | 1078.38000 1078.38| | BUILDING DEMOLITION NUMBER, 073 | | | 0345 202001-000 1.000 LS | 431.35000 431.35| | BUILDING DEMOLITION NUMBER, 074 | | | 0350 202002-000 LUMP| 1078.38000 1078.38| | WATER WELL ABANDONMENT NUMBER, 001 | | | 0355 202002-000 LUMP| 1078.38000 1078.38| | WATER WELL ABANDONMENT NUMBER, 002 | | | 0356 202002-000 LUMP| 1078.38000 1078.38| | WATER WELL ABANDONMENT NUMBER, 003 | | | 0360 202003-000 LUMP| 323.51000 323.51| | SEPTIC TANK ABANDONMENT NUMBER, 044 | | | 0365 202003-000 LUMP| 323.51000 323.51| | SEPTIC TANK ABANDONMENT NUMBER, 045 | | | 0370 202003-000 LUMP| 323.51000 323.51| | SEPTIC TANK ABANDONMENT NUMBER, 047 | | | 0375 202003-000 LUMP| 323.51000 323.51| | SEPTIC TANK ABANDONMENT NUMBER, 048 | | | 0380 202003-000 LUMP| 323.51000 323.51| | SEPTIC TANK ABANDONMENT NUMBER, 049 | | | 0385 202003-000 LUMP| 323.51000 323.51| | SEPTIC TANK ABANDONMENT NUMBER, 056 | | | 0390 202003-000 LUMP| 323.51000 323.51| | SEPTIC TANK ABANDONMENT NUMBER, 057 | | | 0395 202003-000 LUMP| 323.51000 323.51| | SEPTIC TANK ABANDONMENT NUMBER, 058 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -56 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(7) 55-0683174 | | |HEETER CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0400 202003-000 LUMP| 323.51000 323.51| | SEPTIC TANK ABANDONMENT NUMBER, 059 | | | 0405 202003-000 LUMP| 232.51000 232.51| | SEPTIC TANK ABANDONMENT NUMBER, 062 | | | 0410 202003-000 LUMP| 323.51000 323.51| | SEPTIC TANK ABANDONMENT NUMBER, 064 | | | 0415 202003-000 LUMP| 323.51000 323.51| | SEPTIC TANK ABANDONMENT NUMBER, 065 | | | 0418 202004-000 LUMP| 26430.87000 26430.87| | GAS WELL ABANDONMENT NUMBER, 288 | | | 0420 204001-000 LUMP| 128115.74000 128115.74| | MOBILIZATION | | | 0425 206001-001 141703.000 LF | 0.40000 56681.20| | SOIL DRAIN, PREFABRICATED WICK DRAIN | | | 0430 206002-100 49178.000 LF | 0.79000 38850.62| | PREDRILLING | | | 0435 207001-001 2142339.000 CY | 4.68000 10026146.52| | UNCLASSIFIED EXCAVATION | | | 0440 207002-000 34643.000 CY | 38.76000 1342762.68| | SUBGRADE | | | 0445 207033-000 867.000 SY | 1.32000 1144.44| | FABRIC FOR SUBGRADE STABILIZATION | | | 0450 207034-000 97287.000 SY | 1.16000 112852.92| | FABRIC FOR SEPARATION | | | 0455 207050-000 12.000 EA | 2431.64000 29179.68| | SOIL MONITOR, VIBRATING WIRE PIEZOMETER | | | 0460 207050-000 2.000 EA | 20616.08000 41232.16| | SOIL MONITOR, VIBRATING WIRE SLOPE | | | INCLINOMETER | | | 0465 207050-000 3.000 EA | 10043.73000 30131.19| | SOIL MONITOR, VIBRATING WIRE SETTLEMENT | | | CELLS | | | 0470 207050-000 240.000 EA | 79.29000 19029.60| | SOIL MONITOR, SETTLEMENT PINS | | | 0475 207050-000 20.000 EA | 56.03000 1120.60| | SOIL MONITOR, SETTLEMENT NOTCHES | | | 0480 207050-000 27.000 EA | 79.29000 2140.83| | SOIL MONITOR, TOE STAKES | | | 0485 211003-000 139096.000 CY | 14.47000 2012719.12| | SELECT BORROW EXCAVATION BOTTOM ASH, | | | COMPLETE AND MEASURED IN PLACE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -57 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(7) 55-0683174 | | |HEETER CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 212005-000 3343.000 CY | 44.40000 148429.20| | SELECT MATERIAL FOR BACKFILLING | | | 0495 218002-000 536.000 CY | 100.44000 53835.84| | GROUTED RIPRAP | | | 0500 218003-000 24.000 CY | 243.16000 5835.84| | GABION | | | 0505 307001-000 1578.000 CY | 41.81000 65976.18| | AGGREGATE BASE COURSE, CLASS I | | | 0506 307001-000 3599.000 CY | 38.76000 139497.24| | AGGREGATE BASE COURSE, CLASS 10 | | | 0510 311006-001 5971.000 CY | 51.83000 309476.93| | OPEN GRADED FREE DRAINING BASE COURSE | | | 0515 501005-006 1372.000 SY | 52.86000 72523.92| | 6 INCH NON-REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0520 601002-001 172.000 CY | 698.83000 120198.76| | CLASS B CONCRETE | | | 0525 604002-016 558.000 LF | 44.40000 24775.20| | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0530 604002-020 49.000 LF | 50.75000 2486.75| | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0535 604004-024 608.000 LF | 58.15000 35355.20| | 36 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0540 604004-032 513.000 LF | 111.01000 56948.13| | 60 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A5 | | | 0545 604004-044 1198.000 LF | 275.94000 330576.12| | 96 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, C5 | | | 0550 604011-081 185.000 LF | 212.50000 39312.50| | 112X75 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE ARCH, C5 | | | 0555 604037-016 645.000 LF | 61.32000 39551.40| | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0560 604072-116 2.000 EA | 338.32000 676.64| | 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -58 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(7) 55-0683174 | | |HEETER CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0565 605001-001 3.000 EA | 3383.15000 10149.45| | TYPE A MANHOLE | | | 0570 605002-001 1.000 EA | 2537.36000 2537.36| | TYPE B MANHOLE | | | 0575 605003-001 1.000 EA | 1903.02000 1903.02| | TYPE A INLET | | | 0580 605004-001 61.000 EA | 1890.34000 115310.74| | TYPE B INLET | | | 0585 605008-001 4.000 EA | 2960.26000 11841.04| | TYPE F INLET | | | 0590 605009-001 92.000 EA | 1797.30000 165351.60| | TYPE G INLET | | | 0595 605012-001 1.000 EA | 541.30000 541.30| | ADJUST INLET TYPE G | | | 0600 606029-001 14941.000 LF | 9.52000 142238.32| | FREE DRAINING BASE TRENCH | | | 0605 606030-001 1048.000 LF | 40.17000 42098.16| | OUTLET PIPE | | | 0610 607001-001 1235.000 LF | 10.04000 12399.40| | TYPE 1 GUARDRAIL, CLASS I | | | 0615 607001-001 7165.000 LF | 7.56000 54167.40| | TYPE 1 GUARDRAIL, CLASS II | | | 0620 607001-001 197.000 LF | 6.87000 1353.39| | TYPE 1 GUARDRAIL, CLASS III | | | 0625 607006-001 1.000 EA | 898.65000 898.65| | THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0630 607010-020 2366.000 LF | 1.06000 2507.96| | GUARDRAIL REMOVAL | | | 0635 607030-001 1.000 EA | 290.74000 290.74| | SPECIAL TRAILING END TERMINAL | | | 0640 607065-001 18.000 EA | 1162.96000 20933.28| | FLARED END TERMINAL | | | 0645 607066-001 5.000 EA | 1585.85000 7929.25| | TANGENT END TERMINAL | | | 0650 608001-004 3031.000 LF | 15.49000 46950.19| | 5 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0655 608002-001 8589.000 LF | 10.31000 88552.59| | 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0660 608007-001 1.000 EA | 370.03000 370.03| | VEHICULAR GATE, FARM FIELD, 10 FT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -59 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(7) 55-0683174 | | |HEETER CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0665 609001-001 3316.000 SY | 31.59000 104752.44| | CONCRETE SIDEWALK | | | 0670 609002-001 369.000 CY | 43.35000 15996.15| | BED COURSE MATERIAL | | | 0675 610003-001 4119.000 LF | 22.20000 91441.80| | COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I | | | 0680 610003-003 377.000 LF | 22.20000 8369.40| | COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE III | | | 0685 610003-004 1313.000 LF | 22.20000 29148.60| | COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE IV | | | 0690 610021-001 806.000 LF | 79.29000 63907.74| | SINGLE FACED BARRIER TYPE A | | | 0695 610021-001 250.000 LF | 96.21000 24052.50| | SINGLE FACED BARRIER TYPE B | | | 0700 633001-001 1828.000 SY | 76.12000 139147.36| | CONCRETE GUTTER | | | 0705 633003-001 1469.000 CY | 11.74000 17246.06| | DUMPED ROCK GUTTER | | | 0710 634003-001 147.000 EA | 105.72000 15540.84| | WHEEL STOPS, PRECAST CONCRETE | | | 0715 636007-001 2000.000 LF | 0.42000 840.00| | ERADICATION OF PAVEMENT MARKING | | | 0720 636008-001 45000.000 LF | 0.16000 7200.00| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0725 636011-001 23740.000 UN | 0.69000 16380.60| | TRAFFIC CONTROL DEVICE | | | 0730 636012-010 4.000 EA | 211.45000 845.80| | PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0735 636013-001 295.000 EA | 2.11000 622.45| | INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0740 636014-001 400.000 HR | 60.00000 24000.00| | FLAGGER | | | 0745 636014-002 400.000 HR | 37.00000 14800.00| | TRAFFIC DIRECTOR | | | 0750 636017-001 350.000 LF | 26.43000 9250.50| | TEMPORARY CONCRETE BARRIER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -60 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(7) 55-0683174 | | |HEETER CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0755 636018-001 200.000 LF | 24.36000 4872.00| | REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0760 636024-001 235.000 LF | 29.34000 6894.90| | TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0765 636025-001 3000.000 DA | 1.32000 3960.00| | WARNING LIGHTS, TYPE B | | | 0770 636025-001 1000.000 DA | 0.53000 530.00| | WARNING LIGHTS, TYPE C | | | 0775 637001-001 100.000 MG | 99.99000 9999.00| | WATER FOR DUST PALLIATIVE | | | 0780 638001-001 3.000 EA | 52.86000 158.58| | PROJECT MARKER | | | 0790 638003-001 45.000 EA | 52.86000 2378.70| | SURVEY MARKER | | | 0795 639001-001 LUMP| 264308.75000 264308.75| | CONSTRUCTION LAYOUT STAKE | | | 0800 640001-001 26.000 MO | 1173.67000 30515.42| | STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0805 640003-001 LUMP| 2934.17000 2934.17| | BUILDING EQUIPMENT | | | 0815 642001-001 28073.000 LF | 1.06000 29757.38| | TEMPORARY BERM | | | 0820 642002-001 958.000 LF | 29.56000 28318.48| | SLOPE DRAIN | | | 0825 642004-001 2099.000 LB | 12.95000 27182.05| | SEED MIXTURE, TEMPORARY | | | 0830 642004-003 2354.000 LB | 18.29000 43054.66| | SEED MIXTURE, D | | | 0835 642004-002 2099.000 LB | 6.66000 13979.34| | SEED MIXTURE, B | | | 0840 642005-001 303.000 TN | 158.59000 48052.77| | MULCH, STRAW OR HAY | | | 0845 642006-001 61.000 TN | 26.43000 1612.23| | FERTILIZER | | | 0850 642008-001 266.000 LF | 26.43000 7030.38| | TEMPORARY PIPE | | | 0855 642009-001 50400.000 LF | 1.17000 58968.00| | CONTOUR DITCH | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -61 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(7) 55-0683174 | | |HEETER CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0860 642010-001 227.000 TN | 10.57000 2399.39| | AGRICULTURAL LIMESTONE | | | 0865 642011-001 3750.000 EA | 11.74000 44025.00| | HAY OR STRAW BALE | | | 0870 642012-001 33750.000 LF | 3.02000 101925.00| | SILT FENCE | | | 0875 642031-001 470.000 EA | 117.37000 55163.90| | DITCH CHECK | | | 0880 642032-001 13.000 EA | 1184.74000 15401.62| | CHECK DAM | | | 0885 642035-001 3.000 EA | 5306.16000 15918.48| | RISER | | | 0890 642036-001 12379.000 CY | 0.01000 123.79| | SEDIMENT REMOVAL | | | 0895 642037-001 9227.000 CY | 18.33000 169130.91| | SEDIMENT POND | | | 0900 652001-001 667.000 TN | 10.57000 7050.19| | AGRICULTURAL LIMESTONE | | | 0905 652002-001 271.000 TN | 26.43000 7162.53| | FERTILIZER, 10-20-10 | | | 0910 652003-002 8333.000 LB | 9.78000 81496.74| | SEED MIXTURE, D | | | 0915 652003-001 27083.000 LB | 2.06000 55790.98| | SEED MIXTURES, B, C-1, OR C-2 | | | 0920 652004-001 833.000 TN | 475.76000 396308.08| | STRAW OR HAY MULCH | | | 0925 655001-001 34506.000 SY | 1.27000 43822.62| | MATTING | | | 0930 655002-001 13867.000 SY | 4.49000 62262.83| | PERMANENT EROSION MATTING, TYPE A | | | 0935 655002-001 3887.000 SY | 4.49000 17452.63| | PERMANENT EROSION MATTING, TYPE B | | | 0940 664001-008 2.000 EA | 5233.32000 10466.64| | IMPACT ATTENUATING DEVICE, TYPE IV | | | 0945 664001-009 2.000 EA | 1057.24000 2114.48| | REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 0950 670007-018 26.000 LF | 31.72000 824.72| | 4 INCH PLASTIC PIPE, CLASS I | | | 0955 670007-020 55.000 LF | 31.72000 1744.60| | 6 INCH PLASTIC PIPE, CLASS I, PERFORATED| | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -62 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(7) 55-0683174 | | |HEETER CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0960 670007-024 14.000 LF | 42.29000 592.06| | 10 INCH PLASTIC PIPE, CLASS I | | | 0965 670007-026 207.000 LF | 52.86000 10942.02| | 12 INCH PLASTIC PIPE, CLASS I | | | 0970 670019-241 1.000 EA | 10572.35000 10572.35| | 10 INCH SPECIAL VALVE, TAP AND SLEEVE | | | WITH VALVE BOX ,MECHANICAL JOINT | | | 0975 681001-001 LUMP| 1779.33000 1779.33| | ASBESTOS ABATEMENT, NUMBER 001 | | | 0976 681001-001 LUMP| 4097.84000 4097.84| | ASBESTOS ABATEMENT, NUMBER 002 | | | 0980 681001-001 LUMP| 1671.49000 1671.49| | ASBESTOS ABATEMENT, NUMBER 005 | | | 0981 681001-001 LUMP| 2803.79000 2803.79| | ASBESTOS ABATEMENT, NUMBER 006 | | | 0984 681001-001 LUMP| 1725.41000 1725.41| | ASBESTOS ABATEMENT, NUMBER 010 | | | 0985 681001-001 LUMP| 647.03000 647.03| | ASBESTOS ABATEMENT, NUMBER 011 | | | 0986 681001-001 LUMP| 5931.09000 5931.09| | ASBESTOS ABATEMENT, NUMBER 012 | | | 0987 681001-001 LUMP| 512.24000 512.24| | ASBESTOS ABATEMENT, NUMBER 013 | | | 0989 681001-001 LUMP| 8519.20000 8519.20| | ASBESTOS ABATEMENT, NUMBER 016 | | | 0990 681001-001 LUMP| 5607.57000 5607.57| | ASBESTOS ABATEMENT, NUMBER 017 | | | 0995 681001-001 LUMP| 458.32000 458.32| | ASBESTOS ABATEMENT, NUMBER 018 | | | 0996 681001-001 LUMP| 765.65000 765.65| | ASBESTOS ABATEMENT, NUMBER 019 | | | 0997 681001-001 LUMP| 539.19000 539.19| | ASBESTOS ABATEMENT, NUMBER 021 | | | 1000 681001-001 LUMP| 1833.25000 1833.25| | ASBESTOS ABATEMENT, NUMBER 028 | | | 1001 681001-001 LUMP| 593.11000 593.11| | ASBESTOS ABATEMENT, NUMBER 029 | | | 1005 681001-001 LUMP| 296.56000 296.56| | ASBESTOS ABATEMENT, NUMBER 032 | | | 1006 681001-001 LUMP| 485.27000 485.27| | ASBESTOS ABATEMENT, NUMBER 045 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -63 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(7) 55-0683174 | | |HEETER CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1007 681001-001 LUMP| 1563.65000 1563.65| | ASBESTOS ABATEMENT, NUMBER 044 | | | 1008 681001-001 LUMP| 808.78000 808.78| | ASBESTOS ABATEMENT, NUMBER 046 | | | 1009 681001-001 LUMP| 916.62000 916.62| | ASBESTOS ABATEMENT, NUMBER 052 | | | 1012 681001-001 LUMP| 781.83000 781.83| | ASBESTOS ABATEMENT, NUMBER 062 | | | 1013 681001-001 LUMP| 539.19000 539.19| | ASBESTOS ABATEMENT, NUMBER 072 | | | 1014 681001-001 LUMP| 1779.33000 1779.33| | ASBESTOS ABATEMENT, NUMBER 073 | | | 1015 681001-001 LUMP| 323.51000 323.51| | ASBESTOS ABATEMENT, NUMBER 074 | | | 1019 401001-001 AA1 20214.000 TN | 33.20000 671104.80| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 1020 401001-002 AA2 18388.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 1025 401002-001 BB1 1972.000 TN | 35.68000 70360.96| | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE I | | | 1030 401002-002 BB2 1794.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE I | | | 1035 401007-001 CC1 1599.000 TN | 37.74000 60346.26| | MARSHALL SCRATCH COURSE, STONE OR GRAVEL| | | 1040 401007-002 CC2 1455.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 1045 402001-001 DD1 1285.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 1050 402001-002 DD2 1170.000 TN | 42.29000 49479.30| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | 1055 604002-016 EE1 1839.000 LF | 47.58000 87499.62| | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1060 604009-016 EE1 7.000 EA | 329.86000 2309.02| | 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -64 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(7) 55-0683174 | | |HEETER CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1065 604025-016 EE2 1839.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 1070 604028-016 EE2 7.000 EA | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION, | | | 1075 604002-016 FF1 5661.000 LF | 47.58000 269350.38| | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1080 604009-016 FF1 8.000 EA | 224.13000 1793.04| | 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 1085 604025-016 FF2 5661.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 1090 604028-016 FF2 8.000 EA | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION, | | | 1095 604037-016 FF3 5661.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 1100 604038-016 FF3 8.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 1105 604002-016 GG1 280.000 LF | 47.58000 13322.40| | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1110 604025-016 GG2 280.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 1115 604037-016 GG3 280.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | V | | | 1120 604002-020 HH1 2224.000 LF | 51.80000 115203.20| | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1125 604009-020 HH1 2.000 EA | 224.14000 448.28| | 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 1130 604025-020 HH2 2224.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -65 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(7) 55-0683174 | | |HEETER CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1135 604028-020 HH2 2.000 EA | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION, | | | 1140 604002-020 II1 1668.000 LF | 51.80000 86402.40| | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1145 604009-020 II1 3.000 EA | 224.13000 672.39| | 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 1150 604025-020 II2 1668.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 1155 604028-020 II2 3.000 EA | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION, | | | 1160 604037-020 II3 1668.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 1165 604038-020 II3 3.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 1170 604002-020 JJ1 313.000 LF | 53.92000 16876.96| | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1175 604025-020 JJ2 313.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 1180 604037-020 JJ3 313.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 1185 604002-022 KK1 517.000 LF | 61.32000 31702.44| | 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1190 604025-022 KK2 517.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B2 | | | 1195 604002-022 LL1 411.000 LF | 62.38000 25638.18| | 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1200 604025-022 LL2 411.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | D5 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -66 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(7) 55-0683174 | | |HEETER CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1205 604002-022 NN1 717.000 LF | 58.15000 41693.55| | 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1210 604009-022 NN1 1.000 EA | 329.86000 329.86| | 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 1215 604025-022 NN2 717.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B2 | | | 1220 604028-022 NN2 1.000 EA | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION, | | | 1225 604037-022 NN3 717.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 1230 604038-022 NN3 1.000 EA | | | 30 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 1235 604002-024 OO1 1424.000 LF | 61.32000 87319.68| | 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1240 604025-024 OO2 1424.000 LF | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B2 | | | 1245 604002-024 PP1 248.000 LF | 67.66000 16779.68| | 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1250 604025-024 PP2 248.000 LF | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B2 | | | 1255 604037-024 PP3 248.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 1260 604002-024 QQ1 123.000 LF | 59.21000 7282.83| | 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1265 604009-024 QQ1 2.000 EA | 329.86000 659.72| | 36 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 1270 604025-024 QQ2 123.000 LF | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -67 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(7) 55-0683174 | | |HEETER CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1275 604028-024 QQ2 2.000 EA | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION, | | | 1280 604037-024 QQ3 123.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 1285 604038-024 QQ3 2.000 EA | | | 36 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 1290 604004-026 TT1 392.000 LF | 76.12000 29839.04| | 42 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 1295 604025-026 TT2 392.000 LF | | | 42 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | C2 | | | 1300 604037-026 TT3 392.000 LF | | | 42 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 1305 604004-026 UU1 276.000 LF | 77.18000 21301.68| | 42 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 1310 604025-026 UU2 276.000 LF | | | 42 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | C2 | | | 1315 604037-026 UU3 276.000 LF | | | 42 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 1320 604004-028 VV1 534.000 LF | 93.04000 49683.36| | 48 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 1325 604025-028 VV2 534.000 LF | | | 48 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | C2 | | | 1330 604004-028 WW1 652.000 LF | 94.09000 61346.68| | 48 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 1335 604025-028 WW2 652.000 LF | | | 48 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | C2 | | | 1340 604037-028 WW3 652.000 LF | | | 48 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -68 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(7) 55-0683174 | | |HEETER CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1345 604002-036 XX1 118.000 LF | 176.56000 20834.08| | 72 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A5 | | | 1350 604037-036 XX2 118.000 LF | | | 72 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 1355 604004-044 YY1 532.000 LF | 281.22000 149609.04| | 96 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, B5 | | | 1360 604025-044 YY2 532.000 LF | | | 96 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | C3 | | | 1365 636002-001 ZZ1 4000.000 TN | 29.34000 117360.00| | AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 1370 636002-002 ZZ2 3640.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 20,895,155.58| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 SIGNING & PAVEMENT MARKINGS | | | 1375 657008-001 62.000 LF | 5.29000 327.98| | 2.00 LB CHANNEL POST | | | 1380 657010-001 398.000 LF | 5.81000 2312.38| | 3.00 LB CHANNEL POST | | | 1385 661001-001 233.000 SF | 20.62000 4804.46| | 0.080 IN FLAT SHEET SIGN | | | 1390 663001-004 33150.000 LF | 0.16000 5304.00| | EDGE LINE, TYPE II ,WHITE | | | 1395 663001-004 610.000 LF | 3.17000 1933.70| | EDGE LINE, TYPE II ,BLUE | | | 1400 663001-004 210.000 LF | 3.17000 665.70| | EDGE LINE, TYPE II ,YELLOW | | | 1405 663002-005 30.000 LF | 0.26000 7.80| | LANE LINE OR CENTERLINE, TYPE II ,WHITE | | | 1410 663002-005 700.000 LF | 0.26000 182.00| | LANE LINE OR CENTERLINE, TYPE II ,YELLOW| | | 1415 663003-005 31650.000 LF | 0.13000 4114.50| | BARRIER LINE, TYPE II | | | 1420 663004-004 200.000 LF | 0.26000 52.00| | CHANNELIZING LINE, TYPE II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -69 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(7) 55-0683174 | | |HEETER CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1425 663005-010 302.000 LF | 23.52000 7103.04| | STOP LINE, TYPE V (24") | | | 1430 663007-010 800.000 LF | 11.89000 9512.00| | STRIPE, TYPE V ,YELLOW (12") | | | 1435 663010-010 10.000 EA | 311.88000 3118.80| | LANE ARROW, TYPE V | | | 1440 663011-010 4.000 EA | 103.61000 414.44| | LANE LETTER, TYPE V | | | SECTION TOTALS | $ 39,852.80| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 MSE WALL ALONG RAMP 2 | | | 1445 639001-001 LUMP| 4228.94000 4228.94| | CONSTRUCTION LAYOUT STAKE | | | 1450 626002-001 AE1 2531.000 SF | 41.13000 104100.03| | MSE RETAINING WALL, RETAINED EARTH | | | 1455 626002-002 AE2 2531.000 SF | | | MSE RETAINING WALL, REINFORCED EARTH | | | 1460 626002-003 AE3 2531.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 1465 626002-004 AE4 2531.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | SECTION TOTALS | $ 108,328.97| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 MSE WALL RAMP 5 RIGHT | | | 1470 639001-001 LUMP| 5286.17000 5286.17| | CONSTRUCTION LAYOUT STAKE | | | 1475 626002-001 AD1 18800.000 SF | 42.78000 804264.00| | MSE RETAINING WALL, RETAINED EARTH | | | 1480 626002-002 AD2 18800.000 SF | | | MSE RETAINING WALL, REINFORCED EARTH | | | 1485 626002-003 AD3 18800.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 1490 626002-004 AD4 18800.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | SECTION TOTALS | $ 809,550.17| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 9X8 BOX CULVERT EXTENSION UNDER RAMP 1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -70 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(7) 55-0683174 | | |HEETER CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1495 203001-000 LUMP| 12686.82000 12686.82| | DISMANTLING STRUCTURE | | | 1500 212001-000 2409.000 CY | 15.86000 38206.74| | STRUCTURE EXCAVATION | | | 1505 212005-000 1705.000 CY | 44.40000 75702.00| | SELECT MATERIAL FOR BACKFILLING ,NO. 57 | | | CRUSHED STONE | | | 1510 601002-001 594.000 CY | 518.05000 307721.70| | CLASS B CONCRETE | | | 1515 602001-001 92886.000 LB | 0.74000 68735.64| | REINFORCING STEEL BAR | | | 1520 639001-001 LUMP| 2114.47000 2114.47| | CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 505,167.37| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 6X6 BOX CULVERT EXTENSION UNDER I-64 | | | 1525 203001-000 LUMP| 10043.73000 10043.73| | DISMANTLING STRUCTURE | | | 1530 212001-000 160.000 CY | 15.86000 2537.60| | STRUCTURE EXCAVATION | | | 1535 212005-000 150.000 CY | 42.29000 6343.50| | SELECT MATERIAL FOR BACKFILLING ,NO. 57 | | | CRUSHED STONE | | | 1540 639001-001 LUMP| 2114.47000 2114.47| | CONSTRUCTION LAYOUT STAKE | | | 1545 601002-001 AF1 70.000 CY | | | CLASS B CONCRETE | | | 1550 602001-001 AF1 12042.000 LB | | | REINFORCING STEEL BAR | | | 1555 604070-081 AF2 47.000 LF | 621.65000 29217.55| | 6X6 FT PRECAST CONCRETE BOX CULVERT | | | SECTION TOTALS | $ 50,256.85| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 6X12 BOX CULVERT UNDER CR 33/1 | | | 1560 212001-000 1320.000 CY | 12.69000 16750.80| | STRUCTURE EXCAVATION | | | 1565 212005-000 110.000 CY | 42.29000 4651.90| | SELECT MATERIAL FOR BACKFILLING ,NO. 57 | | | CRUSHED STONE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -71 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(7) 55-0683174 | | |HEETER CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1570 307001-000 300.000 CY | 37.00000 11100.00| | AGGREGATE BASE COURSE, CLASS I | | | 1575 639001-001 LUMP| 2114.47000 2114.47| | CONSTRUCTION LAYOUT STAKE | | | 1580 601002-001 AH1 302.000 CY | | | CLASS B CONCRETE | | | 1585 602001-001 AH1 66094.000 LB | | | REINFORCING STEEL BAR | | | 1590 604070-088 AH2 135.000 LF | 781.30000 105475.50| | 12X6 FT PRECAST CONCRETE BOX CULVERT | | | SECTION TOTALS | $ 140,092.67| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 LANDSCAPING & STREAMS MITIGATION | | | 1595 207015-001 828.000 SY | 422.89000 350152.92| | REMOVE, STORE AND PLACE MATERIAL, | | | NATURAL STREAMBED MATERIAL | | | 1600 211003-000 63.000 CY | 634.34000 39963.42| | SELECT BORROW EXCAVATION ,STREAMBED | | | MATERIAL | | | 1605 604050-006 20.000 LF | 63.43000 1268.60| | 8 INCH CORRUGATED POLYETHYLENE PIPE | | | 1610 604050-016 20.000 LF | 79.29000 1585.80| | 18 INCH CORRUGATED POLYETHYLENE PIPE | | | 1615 605009-001 1.000 EA | 2643.09000 2643.09| | TYPE G INLET | | | 1620 608003-001 850.000 LF | 31.72000 26962.00| | 3 FT 11 IN TEMPORARY FENCE | | | 1625 639001-001 LUMP| 21144.70000 21144.70| | CONSTRUCTION LAYOUT STAKE | | | 1630 641002-001 1.000 EA | 5286.17000 5286.17| | WEIR ,LOG | | | 1635 641006-001 3325.000 SY | 27.49000 91404.25| | BRUSH MATTRESS | | | 1640 641007-001 181.000 EA | 370.03000 66975.43| | COCONUT FIBER LOG | | | 1645 641008-001 1.000 EA | 1057.23000 1057.23| | NEST BOX, WOOD DUCK | | | 1650 641008-001 4.000 EA | 1057.24000 4228.96| | NEST BOX, SONGBIRD | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -72 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(7) 55-0683174 | | |HEETER CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1655 641009-001 4.000 EA | 528.62000 2114.48| | TURTLE BASKING LOG | | | 1660 641010-001 4767.000 EA | 1.59000 7579.53| | LIVE PLANT CUTTINGS | | | 1665 642005-002 1.500 TN | 845.79000 1268.69| | MULCH, WOOD CELLULOSE FIBER | | | 1670 651002-001 253.000 CY | 370.03000 93617.59| | PLACING STOCKPILED TOPSOIL | | | 1675 652001-001 3.000 TN | 317.17000 951.51| | AGRICULTURAL LIMESTONE | | | 1680 652002-001 2.000 TN | 740.07000 1480.14| | FERTILIZER, 10-20-10 | | | 1685 652003-003 222.000 LB | 317.17000 70411.74| | SEED MIXTURE, WETLAND, | | | 1690 652003-006 254.000 LB | 26.43000 6713.22| | SEED MIXTURE, SEED MIX #2 | | | 1695 652003-006 225.000 LB | 264.31000 59469.75| | SEED MIXTURE, ,SEED MIX #1 | | | 1700 654001-001 50.000 EA | 105.72000 5286.00| | TREE, DECIDUOUS, ACER RUBRUM | | | 1705 654001-001 12.000 EA | 52.86000 634.32| | TREE, DECIDUOUS, ULMUS AMERICANA | | | 1710 654001-001 20.000 EA | 52.86000 1057.20| | TREE, DECIDUOUS, SASSAFRAS ALBIDIUM | | | 1715 654001-001 11.000 EA | 52.86000 581.46| | TREE, DECIDUOUS, ACER NEGUNDO | | | 1720 654001-001 50.000 EA | 52.86000 2643.00| | TREE, DECIDUOUS, SALIX NIGRA | | | 1725 654001-001 10.000 EA | 105.72000 1057.20| | TREE, DECIDUOUS, JUGLANS NIGRA | | | 1730 654001-001 25.000 EA | 105.72000 2643.00| | TREE, DECIDUOUS, PLATANUS OCCIDENTALIS | | | 1735 654001-001 4.000 EA | 105.72000 422.88| | TREE, DECIDUOUS, TILIA AMERICANA | | | 1740 654001-001 11.000 EA | 79.29000 872.19| | TREE, DECIDUOUS, LIRIODENDRON TULIPIFERA| | | 1745 654001-001 3.000 EA | 79.29000 237.87| | TREE, DECIDUOUS, FRAXINUS PENNSYLVANICA | | | 1750 654001-001 3.000 EA | 105.72000 317.16| | TREE, DECIDUOUS, QUERCUS ALBA | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -73 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(7) 55-0683174 | | |HEETER CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1755 654001-001 7.000 EA | 105.72000 740.04| | TREE, DECIDUOUS, FAGUS GRANDIFOLIA | | | 1760 654001-001 6.000 EA | 105.72000 634.32| | TREE, DECIDUOUS, ACER SACCHARINUM | | | 1765 656001-001 92.000 EA | 10.57000 972.44| | SEEDLING LINDERA BENZOIN | | | 1770 656001-001 38.000 EA | 10.57000 401.66| | SEEDLING SAMBUCUS CANADENSIS | | | 1775 656001-001 57.000 EA | 10.57000 602.49| | SEEDLING CORNUS AMMOMUM | | | 1780 656001-001 51.000 EA | 10.57000 539.07| | SEEDLING CEPHALANTHUS OCCIDENTALIS | | | 1785 656001-001 23.000 EA | 10.57000 243.11| | SEEDLING PHYSOCARPUS OPULIFOLIUS | | | SECTION TOTALS | $ 876,164.63| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GAS LINE RELOCATION | | | 1789 218001-000 20.000 CY | 105.72000 2114.40| | RIPRAP | | | 1790 608001-006 168.000 LF | 37.00000 6216.00| | 6 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 9GA.STEEL, VINYL COATED, GREEN | | | 1795 608004-001 8.000 EA | 211.45000 1691.60| | 4 FT PEDESTRIAN GATE, CHAIN LINK 9GA. | | | STEEL, VINYL COATED, GREEN | | | 1800 639001-001 LUMP| 3700.32000 3700.32| | CONSTRUCTION LAYOUT STAKE | | | 1802 642011-001 50.000 EA | 8.46000 423.00| | HAY OR STRAW BALE | | | 1803 642012-001 3400.000 LF | 5.29000 17986.00| | SILT FENCE | | | 1805 652001-001 5.300 TN | 158.58000 840.47| | AGRICULTURAL LIMESTONE | | | 1810 652002-001 1.800 TN | 528.62000 951.52| | FERTILIZER, 10-20-10 | | | 1815 652002-002 0.600 TN | 634.33000 380.60| | FERTILIZER, UREA FORMALDEHYDE | | | 1820 652003-001 385.000 LB | 6.34000 2440.90| | SEED MIXTURES, B, C-1, OR C-2 (USE | | | "TYPE C-2" LAWN MIXTURE ONLY) | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -74 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(7) 55-0683174 | | |HEETER CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1825 652004-001 7.000 TN | 317.17000 2220.19| | STRAW OR HAY MULCH | | | 1830 671001-180 100.000 LF | 89.87000 8987.00| | 4 INCH GAS LINE, .237 WALL,API 5L,X-52, | | | 12-14 MIL FBE COATED | | | 1835 671001-220 100.000 LF | 100.44000 10044.00| | 8 INCH GAS LINE, .322 WALL,API 5L,X-52, | | | 12-14 MIL FBE COATED | | | 1840 671001-380 2900.000 LF | 396.46000 1149734.00| | 24 INCH GAS LINE, .375 WALL,API 5L,X-52,| | | 12-14 MIL FBE COATED | | | 1845 671009-440 330.000 LF | 422.89000 139553.70| | 30 INCH STEEL CASING PIPE, OPEN CUT | | | .312 WALL,API 5L,GRADE B,12-14 MIL FBE | | | COATED | | | 1850 671009-441 50.000 LF | 634.34000 31717.00| | 30 INCH STEEL CASING PIPE, BORE AND | | | JACK .312 WALL,API 5L,GRADE B,12-14 MIL | | | FBE COATED | | | 1855 671019-180 4.000 EA | 4228.94000 16915.76| | 4 INCH SPECIAL GAS VALVE ASSEMBLY, | | | TRUNNION BALL VALVE, BLOW DOWN, COMPLETE| | | 1860 671019-180 2.000 EA | 5286.18000 10572.36| | 4 INCH SPECIAL GAS VALVE ASSEMBLY, | | | TRUNNION BALL VALVE, BLOW OFF, COMPLETE | | | 1865 671019-380 2.000 EA | 48632.81000 97265.62| | 24 INCH SPECIAL GAS VALVE ASSEMBLY, | | | GATE VALE WITH ABOVE GROUND GEAR | | | OPERATOR COMPLETE | | | 1870 671019-380 2.000 EA | 108895.21000 217790.42| | 24 INCH SPECIAL GAS VALVE ASSEMBLY, T D | | | WILLIAMSON, INC DOUBLE LINE STOPS, | | | COMPLETE | | | SECTION TOTALS | $ 1,721,544.86| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 WATER LINE RELOCATION | | | 1880 639001-001 LUMP| 3171.70000 3171.70| | CONSTRUCTION LAYOUT STAKE | | | 1885 670004-221 700.000 LF | 23.26000 16282.00| | 8 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 50 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -75 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(7) 55-0683174 | | |HEETER CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1890 670004-222 390.000 LF | 28.55000 11134.50| | 8 INCH DUCTILE IRON PIPE, TYPE II, | | | CLASS 50 | | | 1891 670007-012 700.000 LF | 16.92000 11844.00| | 2 INCH PLASTIC PIPE, CLASS 250 | | | 1892 670007-020 2730.000 LF | 21.14000 57712.20| | 6 INCH PLASTIC PIPE, CLASS 200, AWWA | | | C900 | | | 1900 670008-040 20.000 LF | 12.69000 253.80| | 3/4 INCH COPPER SERVICE PIPE | | | 1905 670008-120 650.000 LF | 26.43000 17179.50| | 2 INCH COPPER SERVICE PIPE | | | 1910 670009-200 2.000 EA | 740.07000 1480.14| | 6 INCH GATE VALVE AND VALVE BOX | | | 1915 670009-220 3.000 EA | 951.51000 2854.53| | 8 INCH GATE VALVE AND VALVE BOX | | | 1920 670010-300 390.000 LF | 148.01000 57723.90| | 16 INCH STEEL CASING PIPE, THICKNESS | | | 0.375" | | | 1930 670015-030 1.000 EA | 105.72000 105.72| | 5/8 INCH METER WITH 3/4" METER THREAD | | | 1935 670017-001 1.000 EA | 581.48000 581.48| | METER BOX | | | 1940 670019-001 1.000 EA | 1004.37000 1004.37| | SPECIAL VALVE, AIR RELEASE VALVE | | | 1941 670019-001 1.000 EA | 634.34000 634.34| | SPECIAL VALVE, BLOW OFF | | | SECTION TOTALS | $ 181,962.18| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 ON JOB TRAINING | | | 1965 699000-001 2000.000 HR | 0.80000 1600.00| | ON JOB TRAINING | | | SECTION TOTALS | $ 1,600.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0012 COMPUTER SYSTEM & CELLULAR PHONE | | | 1969 640003-001 LUMP| 1000.00000 1000.00| | BUILDING EQUIPMENT , CELLULAR PHONE | | | 1970 640004-001 LUMP| 3000.00000 3000.00| | COMPUTER SYSTEM FOR FIELD OFFICE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 001 -76 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932101 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : SET-ASIDE : ==================================================================================================================================== |(7) 55-0683174 | | |HEETER CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 4,000.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0013 FUTURE SANITARY SEWER | | | 1975 639001-001 LUMP| 3171.70000 3171.70| | CONSTRUCTION LAYOUT STAKE | | | 1980 675008-221 187.000 LF | 42.29000 7908.23| | 8 INCH DUCTILE IRON SEWER PIPE, TYPE I, | | | CLASS 50 | | | 1985 675008-222 950.000 LF | 40.17000 38161.50| | 8 INCH DUCTILE IRON SEWER PIPE, TYPE II | | | , CLASS 50 | | | 1990 675008-262 447.000 LF | 52.86000 23628.42| | 12 INCH DUCTILE IRON SEWER PIPE, TYPE | | | II, CLASS 50 | | | 1992 675014-001 7.000 EA | 2193.76000 15356.32| | MANHOLE COMPLETE, INCLUDING CASTING | | | 1993 675015-001 1.000 EA | 3383.15000 3383.15| | DROP MANHOLE COMPLETE, INCLUDING CASTING| | | 1995 675021-280 420.000 LF | 148.01000 62164.20| | 14 INCH STEEL CASING PIPE, THICKNESS | | | 0.5 INCH | | | 2000 675021-300 796.000 LF | 79.29000 63114.84| | 16 INCH STEEL CASING PIPE, THICKNESS | | | 0.375 INCH | | | 2005 675021-380 400.000 LF | 396.46000 158584.00| | 24 INCH STEEL CASING PIPE, THICKNESS | | | 0.5 INCH, BORE & JACKED | | | SECTION TOTALS | $ 375,472.36| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 25,709,148.44| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 0130640 COUNTIES : RANDOLPH LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 08 CONTRACT DESCRIPTION : ELKINS NORTH AND SOUTH ACCESS PROJECT(S) : X342-000H/00-031.00 0B 0APD 0484 215 000 LOCATION: CORR H, 0.74 MI E WV 92 I/S 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0328627 J. F. ALLEN COMPANY $ 385,375.99 100.0000% 2 31-1527447 MOUNTAINEER GRADING COMPANY $ 432,503.32 112.2289% 3 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 477,311.00 123.8559% 4 55-0575884 GROUND BREAKERS, INC. $ 573,364.22 148.7804% 5 55-0461872 POLINO CONTRACTING, INC. $ 711,188.55 184.5440% 6 55-0345840 VECELLIO & GROGAN, INC. $ 878,869.00 228.0549% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0130640 COUNTIES : RANDOLPH LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0328627 |(2) 31-1527447 |(3) 55-0481221 |J. F. ALLEN COMPANY |MOUNTAINEER GRADING COMPANY |MOUNTAINEER CONTRACTORS, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GRADE,DRAIN,PAVE | | | 0005 201001-000 1.000 LS | 21428.00000 21428.00| 27428.01000 27428.01| 56632.05000 56632.05 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 11560.00000 11560.00| 8000.00000 8000.00| 15000.00000 15000.00 MOBILIZATION | | | 0015 207001-001 27216.000 M3 | 5.05000 137440.80| 5.75000 156492.00| 6.50000 176904.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 145.000 M3 | 32.55000 4719.75| 40.00000 5800.00| 55.00000 7975.00 SUBGRADE | | | 0025 207034-000 2638.000 M2 | 1.50000 3957.00| 1.00000 2638.00| 1.00000 2638.00 FABRIC FOR SEPARATION | | | 0030 307001-000 168.000 M3 | 32.55000 5468.40| 48.00000 8064.00| 55.00000 9240.00 AGGREGATE BASE COURSE, CLASS I | | | 0035 311006-001 193.000 M3 | 95.20000 18373.60| 75.00000 14475.00| 65.00000 12545.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0040 501005-011 966.000 M2 | 60.30000 58249.80| 68.00000 65688.00| 74.75000 72208.50 275 MM NON-REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0045 604037-020 88.000 M | 139.40000 12267.20| 300.00000 26400.00| 140.00000 12320.00 600 MM REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0050 605009-001 1.000 EA | 2000.00000 2000.00| 1500.00000 1500.00| 1400.00000 1400.00 TYPE G INLET | | | 0055 606029-001 35.000 M | 35.00000 1225.00| 50.00000 1750.00| 50.00000 1750.00 FREE DRAINING BASE TRENCH | | | 0060 607009-001 65.000 M | 78.75000 5118.75| 75.00000 4875.00| 75.00000 4875.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0065 607010-001 34.000 M | 3.70000 125.80| 3.70000 125.80| 3.50000 119.00 TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0070 608002-001 15.600 M | 57.75000 900.90| 75.00000 1170.00| 55.00000 858.00 1.19 M RIGHT OF WAY FENCE, FARM FIELD | | | 0075 608009-001 216.200 M | 53.05000 11469.41| 75.00000 16215.00| 50.50000 10918.10 RIGHT OF WAY FENCE REMOVED AND RESET | | | 0080 633003-001 795.000 M3 | 20.10000 15979.50| 15.00000 11925.00| 25.00000 19875.00 DUMPED ROCK GUTTER | | | 0085 636007-001 353.000 M | 1.60000 564.80| 2.00000 706.00| 1.50000 529.50 ERADICATION OF PAVEMENT MARKING | | | 0090 636011-001 5000.000 UN | 0.95000 4750.00| 1.00000 5000.00| 0.88000 4400.00 TRAFFIC CONTROL DEVICE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0130640 COUNTIES : RANDOLPH LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0328627 |(2) 31-1527447 |(3) 55-0481221 |J. F. ALLEN COMPANY |MOUNTAINEER GRADING COMPANY |MOUNTAINEER CONTRACTORS, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 636014-001 200.000 HR | 40.00000 8000.00| 38.00000 7600.00| 41.00000 8200.00 FLAGGER | | | 0100 636025-001 600.000 DA | 1.35000 810.00| 1.25000 750.00| 1.25000 750.00 WARNING LIGHTS, TYPE B | | | 0105 637001-001 80.000 KL | 10.60000 848.00| 2.53000 202.40| 20.00000 1600.00 WATER FOR DUST PALLIATIVE | | | 0110 638002-001 2.000 EA | 150.00000 300.00| 25.00000 50.00| 35.00000 70.00 RIGHT OF WAY MARKER | | | 0115 639001-001 LUMP| 10000.00000 10000.00| 8000.00000 8000.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKE | | | 0120 640003-001 LUMP| 5000.00000 5000.00| 2000.00000 2000.00| 0.01000 0.01 BUILDING EQUIPMENT | | | 0125 640006-001 6.000 MO | 1.00000 6.00| 1000.00000 6000.00| 600.00000 3600.00 SMALL FIELD OFFICE | | | 0130 642001-001 70.000 M | 0.01000 0.70| 3.50000 245.00| 1.00000 70.00 TEMPORARY BERM | | | 0135 642002-001 2.000 M | 100.00000 200.00| 35.00000 70.00| 100.00000 200.00 SLOPE DRAIN | | | 0145 642004-003 246.300 KG | 6.95000 1711.79| 7.00000 1724.10| 6.60000 1625.58 SEED MIXTURE, D | | | 0150 642005-001 8.160 MGR | 723.20000 5901.31| 725.00000 5916.00| 688.75000 5620.20 MULCH, STRAW OR HAY | | | 0155 642006-001 0.820 MGR | 3472.25000 2847.25| 3500.00000 2870.00| 3306.90000 2711.66 FERTILIZER | | | 0160 642010-001 6.100 MGR | 81.05000 494.41| 80.00000 488.00| 77.06000 470.07 AGRICULTURAL LIMESTONE | | | 0170 642031-001 9.000 EA | 100.00000 900.00| 80.00000 720.00| 50.00000 450.00 DITCH CHECK | | | 0175 651001-001 125.000 M3 | 10.00000 1250.00| 25.00000 3125.00| 20.00000 2500.00 FURNISHING AND PLACING TOPSOIL | | | 0180 652001-001 6.100 MGR | 81.05000 494.41| 80.00000 488.00| 77.06000 470.07 AGRICULTURAL LIMESTONE | | | 0185 652002-001 0.820 MGR | 3472.25000 2847.25| 3500.00000 2870.00| 3306.90000 2711.66 FERTILIZER, 10-20-10 | | | 0190 652002-002 0.610 MGR | 3472.25000 2118.07| 3500.00000 2135.00| 3306.90000 2017.21 FERTILIZER, UREA FORMALDEHYDE | | | 0195 652003-002 246.300 KG | 6.95000 1711.79| 6.97000 1716.71| 6.60000 1625.58 SEED MIXTURE, D | | | 0196 652004-001 8.160 MGR | 463.00000 3778.08| 315.00000 2570.40| 440.92000 3597.91 STRAW OR HAY MULCH | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0130640 COUNTIES : RANDOLPH LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0328627 |(2) 31-1527447 |(3) 55-0481221 |J. F. ALLEN COMPANY |MOUNTAINEER GRADING COMPANY |MOUNTAINEER CONTRACTORS, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0197 402001-001 AA1 173.000 MGR | 52.45000 9073.85| 79.00000 13667.00| 42.00000 7266.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE TYPE I | | | 0198 402001-002 AA2 158.000 MGR | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE TYPE I | | | SECTION TOTALS | $ 373,891.62| $ 421,459.42| $ 465,743.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0015 SINGING | | | 0200 657008-001 8.000 M | 27.30000 218.40| 46.00000 368.00| 26.00000 208.00 2.98 KG CHANNEL POST | | | 0205 657010-001 56.000 M | 35.70000 1999.20| 17.50000 980.00| 34.00000 1904.00 4.5 KG CHANNEL POST | | | 0210 661001-001 11.000 M2 | 273.00000 3003.00| 180.00000 1980.00| 260.00000 2860.00 2 MM FLAT SHEET SIGN | | | 0215 661007-001 2.000 UN | 26.25000 52.50| 65.00000 130.00| 25.00000 50.00 DELINEATOR, THREE PER UNIT, AMBER | | | 0220 661013-001 50.000 EA | 36.75000 1837.50| 34.00000 1700.00| 35.00000 1750.00 PLASTIC DELINEATOR POST, YELLOW | | | 0225 663001-004 53.000 M | 1.60000 84.80| 3.50000 185.50| 1.50000 79.50 EDGE LINE, TYPE II WHITE | | | 0230 663001-005 0.254 KM | 1155.00000 293.37| 3600.00000 914.40| 1100.00000 279.40 EDGE LINE, TYPE II YELLOW | | | 0235 663004-004 70.000 M | 2.65000 185.50| 5.20000 364.00| 2.50000 175.00 CHANNELIZING LINE, TYPE II | | | 0240 663005-010 9.000 M | 39.90000 359.10| 40.00000 360.00| 38.00000 342.00 STOP LINE, TYPE V | | | 0245 663010-010 4.000 EA | 162.75000 651.00| 153.00000 612.00| 155.00000 620.00 LANE ARROW, TYPE V | | | SECTION TOTALS | $ 8,684.37| $ 7,593.90| $ 8,267.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0020 CUMPUTER SYSTEM | | | 0250 640004-001 LUMP| 2000.00000 2000.00| 2650.00000 2650.00| 2500.00000 2500.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 2,000.00| $ 2,650.00| $ 2,500.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0030 TRAINING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 002 -5 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0130640 COUNTIES : RANDOLPH LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0328627 |(2) 31-1527447 |(3) 55-0481221 |J. F. ALLEN COMPANY |MOUNTAINEER GRADING COMPANY |MOUNTAINEER CONTRACTORS, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0255 699000-001 1000.000 HR | 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 ON JOB TRAINING | | | SECTION TOTALS | $ 800.00| $ 800.00| $ 800.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 385,375.99| $ 432,503.32| $ 477,311.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 002 -6 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0130640 COUNTIES : RANDOLPH LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 55-0575884 |(5) 55-0461872 |(6) 55-0345840 |GROUND BREAKERS, INC. |POLINO CONTRACTING, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GRADE,DRAIN,PAVE | | | 0005 201001-000 1.000 LS | 6000.00000 6000.00| 10500.00000 10500.00| 30000.00000 30000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 20000.00000 20000.00| 30300.00000 30300.00| 25000.00000 25000.00 MOBILIZATION | | | 0015 207001-001 27216.000 M3 | 7.80000 212284.80| 10.50000 285768.00| 15.45000 420487.20 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 145.000 M3 | 38.00000 5510.00| 81.20000 11774.00| 110.00000 15950.00 SUBGRADE | | | 0025 207034-000 2638.000 M2 | 1.25000 3297.50| 2.20000 5803.60| 1.50000 3957.00 FABRIC FOR SEPARATION | | | 0030 307001-000 168.000 M3 | 39.00000 6552.00| 50.00000 8400.00| 110.00000 18480.00 AGGREGATE BASE COURSE, CLASS I | | | 0035 311006-001 193.000 M3 | 70.00000 13510.00| 76.35000 14735.55| 75.00000 14475.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0040 501005-011 966.000 M2 | 130.00000 125580.00| 130.00000 125580.00| 80.00000 77280.00 275 MM NON-REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0045 604037-020 88.000 M | 265.00000 23320.00| 175.00000 15400.00| 430.00000 37840.00 600 MM REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0050 605009-001 1.000 EA | 1800.00000 1800.00| 2400.00000 2400.00| 3200.00000 3200.00 TYPE G INLET | | | 0055 606029-001 35.000 M | 50.00000 1750.00| 62.00000 2170.00| 38.00000 1330.00 FREE DRAINING BASE TRENCH | | | 0060 607009-001 65.000 M | 82.50000 5362.50| 89.00000 5785.00| 88.00000 5720.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0065 607010-001 34.000 M | 3.85000 130.90| 4.15000 141.10| 59.00000 2006.00 TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0070 608002-001 15.600 M | 60.50000 943.80| 65.00000 1014.00| 115.00000 1794.00 1.19 M RIGHT OF WAY FENCE, FARM FIELD | | | 0075 608009-001 216.200 M | 55.55000 12009.91| 59.50000 12863.90| 100.00000 21620.00 RIGHT OF WAY FENCE REMOVED AND RESET | | | 0080 633003-001 795.000 M3 | 50.00000 39750.00| 60.00000 47700.00| 80.00000 63600.00 DUMPED ROCK GUTTER | | | 0085 636007-001 353.000 M | 2.00000 706.00| 2.05000 723.65| 2.00000 706.00 ERADICATION OF PAVEMENT MARKING | | | 0090 636011-001 5000.000 UN | 1.00000 5000.00| 0.90000 4500.00| 1.00000 5000.00 TRAFFIC CONTROL DEVICE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 002 -7 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0130640 COUNTIES : RANDOLPH LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 55-0575884 |(5) 55-0461872 |(6) 55-0345840 |GROUND BREAKERS, INC. |POLINO CONTRACTING, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 636014-001 200.000 HR | 42.00000 8400.00| 50.00000 10000.00| 50.00000 10000.00 FLAGGER | | | 0100 636025-001 600.000 DA | 1.50000 900.00| 1.20000 720.00| 1.15000 690.00 WARNING LIGHTS, TYPE B | | | 0105 637001-001 80.000 KL | 25.00000 2000.00| 4.00000 320.00| 75.00000 6000.00 WATER FOR DUST PALLIATIVE | | | 0110 638002-001 2.000 EA | 175.00000 350.00| 140.00000 280.00| 168.00000 336.00 RIGHT OF WAY MARKER | | | 0115 639001-001 LUMP| 15000.00000 15000.00| 38000.00000 38000.00| 30000.00000 30000.00 CONSTRUCTION LAYOUT STAKE | | | 0120 640003-001 LUMP| 5000.00000 5000.00| 7300.00000 7300.00| 6000.00000 6000.00 BUILDING EQUIPMENT | | | 0125 640006-001 6.000 MO | 850.00000 5100.00| 1350.00000 8100.00| 1400.00000 8400.00 SMALL FIELD OFFICE | | | 0130 642001-001 70.000 M | 8.00000 560.00| 8.00000 560.00| 1.00000 70.00 TEMPORARY BERM | | | 0135 642002-001 2.000 M | 500.00000 1000.00| 100.00000 200.00| 550.00000 1100.00 SLOPE DRAIN | | | 0145 642004-003 246.300 KG | 7.25000 1785.68| 8.00000 1970.40| 14.00000 3448.20 SEED MIXTURE, D | | | 0150 642005-001 8.160 MGR | 760.00000 6201.60| 810.00000 6609.60| 560.00000 4569.60 MULCH, STRAW OR HAY | | | 0155 642006-001 0.820 MGR | 3637.00000 2982.34| 3900.00000 3198.00| 1175.00000 963.50 FERTILIZER | | | 0160 642010-001 6.100 MGR | 85.00000 518.50| 95.00000 579.50| 40.00000 244.00 AGRICULTURAL LIMESTONE | | | 0170 642031-001 9.000 EA | 75.00000 675.00| 165.00000 1485.00| 350.00000 3150.00 DITCH CHECK | | | 0175 651001-001 125.000 M3 | 30.00000 3750.00| 60.00000 7500.00| 175.00000 21875.00 FURNISHING AND PLACING TOPSOIL | | | 0180 652001-001 6.100 MGR | 85.00000 518.50| 91.00000 555.10| 40.00000 244.00 AGRICULTURAL LIMESTONE | | | 0185 652002-001 0.820 MGR | 3637.00000 2982.34| 3900.00000 3198.00| 1750.00000 1435.00 FERTILIZER, 10-20-10 | | | 0190 652002-002 0.610 MGR | 3637.00000 2218.57| 3900.00000 2379.00| 1175.00000 716.75 FERTILIZER, UREA FORMALDEHYDE | | | 0195 652003-002 246.300 KG | 7.25000 1785.68| 8.00000 1970.40| 2.50000 615.75 SEED MIXTURE, D | | | 0196 652004-001 8.160 MGR | 485.00000 3957.60| 810.00000 6609.60| 560.00000 4569.60 STRAW OR HAY MULCH | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 002 -8 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0130640 COUNTIES : RANDOLPH LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 55-0575884 |(5) 55-0461872 |(6) 55-0345840 |GROUND BREAKERS, INC. |POLINO CONTRACTING, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0197 402001-001 AA1 173.000 MGR | 45.00000 7785.00| 49.50000 8563.50| 50.00000 8650.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE TYPE I | | | 0198 402001-002 AA2 158.000 MGR | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE TYPE I | | | SECTION TOTALS | $ 556,978.22| $ 695,656.90| $ 861,522.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0015 SINGING | | | 0200 657008-001 8.000 M | 28.00000 224.00| 30.50000 244.00| 35.00000 280.00 2.98 KG CHANNEL POST | | | 0205 657010-001 56.000 M | 37.50000 2100.00| 40.00000 2240.00| 40.00000 2240.00 4.5 KG CHANNEL POST | | | 0210 661001-001 11.000 M2 | 286.00000 3146.00| 305.00000 3355.00| 380.00000 4180.00 2 MM FLAT SHEET SIGN | | | 0215 661007-001 2.000 UN | 30.00000 60.00| 30.00000 60.00| 59.00000 118.00 DELINEATOR, THREE PER UNIT, AMBER | | | 0220 661013-001 50.000 EA | 38.50000 1925.00| 41.50000 2075.00| 59.00000 2950.00 PLASTIC DELINEATOR POST, YELLOW | | | 0225 663001-004 53.000 M | 4.00000 212.00| 4.15000 219.95| 4.00000 212.00 EDGE LINE, TYPE II WHITE | | | 0230 663001-005 0.254 KM | 4000.00000 1016.00| 4050.00000 1028.70| 4100.00000 1041.40 EDGE LINE, TYPE II YELLOW | | | 0235 663004-004 70.000 M | 5.50000 385.00| 6.00000 420.00| 6.00000 420.00 CHANNELIZING LINE, TYPE II | | | 0240 663005-010 9.000 M | 42.00000 378.00| 45.00000 405.00| 45.00000 405.00 STOP LINE, TYPE V | | | 0245 663010-010 4.000 EA | 160.00000 640.00| 171.00000 684.00| 175.00000 700.00 LANE ARROW, TYPE V | | | SECTION TOTALS | $ 10,086.00| $ 10,731.65| $ 12,546.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0020 CUMPUTER SYSTEM | | | 0250 640004-001 LUMP| 5500.00000 5500.00| 4000.00000 4000.00| 4000.00000 4000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 5,500.00| $ 4,000.00| $ 4,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0030 TRAINING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 002 -9 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0130640 COUNTIES : RANDOLPH LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 55-0575884 |(5) 55-0461872 |(6) 55-0345840 |GROUND BREAKERS, INC. |POLINO CONTRACTING, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0255 699000-001 1000.000 HR | 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 ON JOB TRAINING | | | SECTION TOTALS | $ 800.00| $ 800.00| $ 800.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 573,364.22| $ 711,188.55| $ 878,869.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 0126883 COUNTIES : FAYETTE LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 09 CONTRACT DESCRIPTION : OYLER AVENUE UNDERPASS #2262.5 PROJECT(S) : E310-0061/28-001.25 00 LOCATION: US 19, 1.25 MI N WV 61 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 88,389.56 100.0000% 2 54-1161087 CORTE CONSTRUCTION CO., INC. & SUBSIDIARY $ 191,382.25 216.5213% 34-0847157 ATLAS CENTRAL CORPORATION IRREGULAR 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0126883 COUNTIES : FAYETTE LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 |(2) 54-1161087 | |ORDERS CONSTRUCTION COMPANY,|CORTE CONSTRUCTION CO., INC.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 BRIDGE | | | 0005 203001-000 LUMP| 20000.00000 20000.00| 80000.00000 80000.00| DISMANTLING STRUCTURE | | | 0010 204001-000 LUMP| 4000.00000 4000.00| 11000.00000 11000.00| MOBILIZATION | | | 0015 601003-001 1.000 CY | 5700.00000 5700.00| 9000.00000 9000.00| CLASS K CONCRETE | | | 0020 601032-003 24.000 LF | 210.00000 5040.00| 400.00000 9600.00| EPOXY INJECTION CONCRETE VOID | | | 0025 615004-001 3574.000 LB | 10.00000 35740.00| 13.00000 46462.00| FABRICATED STRUCTURAL STEEL | | | 0030 636011-001 9375.000 UN | 0.60000 5625.00| 1.75000 16406.25| TRAFFIC CONTROL DEVICE | | | 0035 636014-001 150.000 HR | 36.00000 5400.00| 45.00000 6750.00| FLAGGER | | | 0040 636021-001 36.000 DA | 21.00000 756.00| 70.00000 2520.00| ELECTRIC ARROW | | | 0045 636022-001 36.000 DA | 120.00000 4320.00| 170.00000 6120.00| CHANGAEBLE MESSAGE SIGN | | | 0050 636025-001 108.000 DA | 0.82000 88.56| 3.00000 324.00| WARNING LIGHTS, TYPE A | | | 0055 636025-001 400.000 DA | 1.30000 520.00| 3.00000 1200.00| WARNING LIGHTS, TYPE B | | | 0060 639001-001 LUMP| 1200.00000 1200.00| 2000.00000 2000.00| CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 88,389.56| $ 191,382.25| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 88,389.56| $ 191,382.25| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 9809004 COUNTIES : RITCHIE LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : HIGHLAND BRIDGE PROJECT(S) : S343-0001/00-002.00 00 LOCATION: BONDS CR, 0.14 MI S CO 16/4 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0491480 LANG BROTHERS, INC. $ 344,477.25 100.0000% 2 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 348,367.00 101.1291% 3 55-0674033 SMH CONSTRUCTION CO., INC. $ 359,065.55 104.2349% 4 55-0731306 C.L. BELT CONSTRUCTION, INC. $ 361,840.77 105.0405% 5 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 382,496.00 111.0366% 6 31-1622948 R.C. CONSTRUCTION COMPANY AND SON, INC. $ 393,839.00 114.3294% 7 55-0663428 MEADOWS STONE & PAVING, INC. $ 446,119.20 129.5061% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9809004 COUNTIES : RITCHIE LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0491480 |(2) 55-0710073 |(3) 55-0674033 |LANG BROTHERS, INC. |TEAYS RIVER CONSTRUCTION COM|SMH CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 HIGHLAND BRIDGE | | | 0005 203001-000 LUMP| 6000.00000 6000.00| 24000.00000 24000.00| 8780.00000 8780.00 DISMANTLING STRUCTURE | | | 0010 204001-000 LUMP| 8000.00000 8000.00| 10000.00000 10000.00| 45580.00000 45580.00 MOBILIZATION | | | 0015 207001-001 1462.000 CY | 10.50000 15351.00| 15.00000 21930.00| 8.80000 12865.60 UNCLASSIFIED EXCAVATION | | | 0020 207032-000 620.000 SY | 1.00000 620.00| 2.00000 1240.00| 1.30000 806.00 FABRIC FOR SUBSURFACE DRAINAGE | | | 0025 207034-000 1850.000 SY | 1.00000 1850.00| 1.20000 2220.00| 1.00000 1850.00 FABRIC FOR SEPARATION | | | 0030 211001-000 1689.000 CY | 10.50000 17734.50| 14.00000 23646.00| 13.75000 23223.75 UNCLASSIFIED BORROW EXCAVATION | | | 0035 212005-000 19.000 CY | 88.00000 1672.00| 150.00000 2850.00| 116.00000 2204.00 SELECT MATERIAL FOR BACKFILLING | | | 0040 218006-000 600.000 CY | 38.00000 22800.00| 30.00000 18000.00| 37.00000 22200.00 FOUNDATION PROTECTION | | | 0045 307005-001 AA1 1160.000 TN | 25.00000 29000.00| 28.00000 32480.00| 21.55000 24998.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0050 307005-002 AA2 1090.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0055 307005-001 BB1 170.000 TN | 50.00000 8500.00| 40.00000 6800.00| 28.10000 4777.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0060 307005-002 BB2 160.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0065 401001-001 CC1 302.000 TN | 45.00000 13590.00| 45.00000 13590.00| 44.40000 13408.80 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0070 401001-002 CC2 280.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0075 401002-001 DD1 60.000 TN | 65.00000 3900.00| 65.00000 3900.00| 63.70000 3822.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE I | | | 0080 401002-002 DD2 55.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE I | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9809004 COUNTIES : RITCHIE LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0491480 |(2) 55-0710073 |(3) 55-0674033 |LANG BROTHERS, INC. |TEAYS RIVER CONSTRUCTION COM|SMH CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0085 601002-001 32.000 CY | 438.00000 14016.00| 445.00000 14240.00| 525.95000 16830.40 CLASS B CONCRETE | | | 0090 602002-001 6011.000 LB | 1.25000 7513.75| 1.00000 6011.00| 1.00000 6011.00 EPOXY COATED REINFORCING STEEL BAR | | | 0095 603016-033 748.000 LF | 175.00000 130900.00| 150.00000 112200.00| 136.62000 102191.76 42X36 INCH PRESTRESSED CONCRETE BOX BEAM| | | 0100 604010-054 30.000 LF | 225.00000 6750.00| 230.00000 6900.00| 218.40000 6552.00 71X47 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE ARCH, | | | 0105 607001-001 575.000 LF | 12.00000 6900.00| 12.00000 6900.00| 14.20000 8165.00 TYPE 1 GUARDRAIL, CLASS 3 | | | 0110 616004-009 380.000 LF | 55.00000 20900.00| 40.00000 15200.00| 42.10000 15998.00 HP12X84 STEEL BEARING PILE, DRIVEN | | | 0115 633003-001 318.000 CY | 33.00000 10494.00| 43.00000 13674.00| 41.20000 13101.60 DUMPED ROCK GUTTER | | | 0120 636001-001 LUMP| 3300.00000 3300.00| 1500.00000 1500.00| 6560.00000 6560.00 TRAFFIC CONTROL | | | 0125 638002-001 5.000 EA | 78.00000 390.00| 50.00000 250.00| 53.00000 265.00 RIGHT OF WAY MARKER | | | 0130 639001-001 LUMP| 4200.00000 4200.00| 1000.00000 1000.00| 2880.00000 2880.00 CONSTRUCTION LAYOUT STAKE | | | 0135 640005-001 6.000 MO | 870.00000 5220.00| 750.00000 4500.00| 1355.50000 8133.00 MINIMAL FIELD OFFICE | | | 0140 642004-004 232.000 LB | 8.00000 1856.00| 8.00000 1856.00| 14.96000 3470.72 SEED MIXTURE, L | | | 0145 642005-001 4.000 TN | 500.00000 2000.00| 500.00000 2000.00| 755.70000 3022.80 MULCH, STRAW OR HAY | | | 0150 642006-001 0.800 TN | 650.00000 520.00| 600.00000 480.00| 1261.40000 1009.12 FERTILIZER | | | 0155 642031-001 4.000 EA | 125.00000 500.00| 250.00000 1000.00| 90.00000 360.00 DITCH CHECK | | | SECTION TOTALS | $ 344,477.25| $ 348,367.00| $ 359,065.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 344,477.25| $ 348,367.00| $ 359,065.55 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 005 -4 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9809004 COUNTIES : RITCHIE LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0731306 |(5) 62-1345425 |(6) 31-1622948 |C.L. BELT CONSTRUCTION, INC.|BILCO CONSTRUCTION COMPANY, |R.C. CONSTRUCTION COMPANY AN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 HIGHLAND BRIDGE | | | 0005 203001-000 LUMP| 10000.00000 10000.00| 25500.00000 25500.00| 15000.00000 15000.00 DISMANTLING STRUCTURE | | | 0010 204001-000 LUMP| 25000.00000 25000.00| 12000.00000 12000.00| 30000.00000 30000.00 MOBILIZATION | | | 0015 207001-001 1462.000 CY | 11.28000 16491.36| 10.00000 14620.00| 12.00000 17544.00 UNCLASSIFIED EXCAVATION | | | 0020 207032-000 620.000 SY | 1.50000 930.00| 1.50000 930.00| 1.50000 930.00 FABRIC FOR SUBSURFACE DRAINAGE | | | 0025 207034-000 1850.000 SY | 1.50000 2775.00| 1.50000 2775.00| 1.25000 2312.50 FABRIC FOR SEPARATION | | | 0030 211001-000 1689.000 CY | 12.00000 20268.00| 15.00000 25335.00| 12.00000 20268.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 212005-000 19.000 CY | 50.00000 950.00| 80.00000 1520.00| 60.00000 1140.00 SELECT MATERIAL FOR BACKFILLING | | | 0040 218006-000 600.000 CY | 45.00000 27000.00| 40.00000 24000.00| 58.00000 34800.00 FOUNDATION PROTECTION | | | 0045 307005-001 AA1 1160.000 TN | 22.00000 25520.00| 27.00000 31320.00| 20.00000 23200.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0050 307005-002 AA2 1090.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0055 307005-001 BB1 170.000 TN | 24.00000 4080.00| 27.00000 4590.00| 20.00000 3400.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0060 307005-002 BB2 160.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0065 401001-001 CC1 302.000 TN | 62.40000 18844.80| 45.00000 13590.00| 50.00000 15100.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0070 401001-002 CC2 280.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0075 401002-001 DD1 60.000 TN | 107.49000 6449.40| 65.00000 3900.00| 60.00000 3600.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE I | | | 0080 401002-002 DD2 55.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE I | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 005 -5 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9809004 COUNTIES : RITCHIE LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0731306 |(5) 62-1345425 |(6) 31-1622948 |C.L. BELT CONSTRUCTION, INC.|BILCO CONSTRUCTION COMPANY, |R.C. CONSTRUCTION COMPANY AN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0085 601002-001 32.000 CY | 475.00000 15200.00| 1000.00000 32000.00| 460.00000 14720.00 CLASS B CONCRETE | | | 0090 602002-001 6011.000 LB | 0.75000 4508.25| 1.00000 6011.00| 0.50000 3005.50 EPOXY COATED REINFORCING STEEL BAR | | | 0095 603016-033 748.000 LF | 170.00000 127160.00| 150.00000 112200.00| 168.00000 125664.00 42X36 INCH PRESTRESSED CONCRETE BOX BEAM| | | 0100 604010-054 30.000 LF | 90.00000 2700.00| 110.00000 3300.00| 140.00000 4200.00 71X47 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE ARCH, | | | 0105 607001-001 575.000 LF | 10.00000 5750.00| 15.00000 8625.00| 15.00000 8625.00 TYPE 1 GUARDRAIL, CLASS 3 | | | 0110 616004-009 380.000 LF | 55.00000 20900.00| 37.00000 14060.00| 35.00000 13300.00 HP12X84 STEEL BEARING PILE, DRIVEN | | | 0115 633003-001 318.000 CY | 34.00000 10812.00| 40.00000 12720.00| 65.00000 20670.00 DUMPED ROCK GUTTER | | | 0120 636001-001 LUMP| 2475.00000 2475.00| 1500.00000 1500.00| 11580.00000 11580.00 TRAFFIC CONTROL | | | 0125 638002-001 5.000 EA | 60.00000 300.00| 100.00000 500.00| 300.00000 1500.00 RIGHT OF WAY MARKER | | | 0130 639001-001 LUMP| 6000.00000 6000.00| 24000.00000 24000.00| 8000.00000 8000.00 CONSTRUCTION LAYOUT STAKE | | | 0135 640005-001 6.000 MO | 500.00000 3000.00| 400.00000 2400.00| 1000.00000 6000.00 MINIMAL FIELD OFFICE | | | 0140 642004-004 232.000 LB | 8.53000 1978.96| 10.00000 2320.00| 20.00000 4640.00 SEED MIXTURE, L | | | 0145 642005-001 4.000 TN | 495.00000 1980.00| 500.00000 2000.00| 600.00000 2400.00 MULCH, STRAW OR HAY | | | 0150 642006-001 0.800 TN | 660.00000 528.00| 600.00000 480.00| 800.00000 640.00 FERTILIZER | | | 0155 642031-001 4.000 EA | 60.00000 240.00| 75.00000 300.00| 400.00000 1600.00 DITCH CHECK | | | SECTION TOTALS | $ 361,840.77| $ 382,496.00| $ 393,839.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 361,840.77| $ 382,496.00| $ 393,839.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 005 -6 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9809004 COUNTIES : RITCHIE LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(7) 55-0663428 | | |MEADOWS STONE & PAVING, INC.| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 HIGHLAND BRIDGE | | | 0005 203001-000 LUMP| 42000.00000 42000.00| | DISMANTLING STRUCTURE | | | 0010 204001-000 LUMP| 39000.00000 39000.00| | MOBILIZATION | | | 0015 207001-001 1462.000 CY | 12.00000 17544.00| | UNCLASSIFIED EXCAVATION | | | 0020 207032-000 620.000 SY | 2.25000 1395.00| | FABRIC FOR SUBSURFACE DRAINAGE | | | 0025 207034-000 1850.000 SY | 1.25000 2312.50| | FABRIC FOR SEPARATION | | | 0030 211001-000 1689.000 CY | 15.50000 26179.50| | UNCLASSIFIED BORROW EXCAVATION | | | 0035 212005-000 19.000 CY | 80.00000 1520.00| | SELECT MATERIAL FOR BACKFILLING | | | 0040 218006-000 600.000 CY | 54.50000 32700.00| | FOUNDATION PROTECTION | | | 0045 307005-001 AA1 1160.000 TN | 23.00000 26680.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0050 307005-002 AA2 1090.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0055 307005-001 BB1 170.000 TN | 25.00000 4250.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0060 307005-002 BB2 160.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0065 401001-001 CC1 302.000 TN | 50.00000 15100.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0070 401001-002 CC2 280.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0075 401002-001 DD1 60.000 TN | 60.00000 3600.00| | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE I | | | 0080 401002-002 DD2 55.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE I | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 005 -7 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9809004 COUNTIES : RITCHIE LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(7) 55-0663428 | | |MEADOWS STONE & PAVING, INC.| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0085 601002-001 32.000 CY | 518.00000 16576.00| | CLASS B CONCRETE | | | 0090 602002-001 6011.000 LB | 1.20000 7213.20| | EPOXY COATED REINFORCING STEEL BAR | | | 0095 603016-033 748.000 LF | 175.00000 130900.00| | 42X36 INCH PRESTRESSED CONCRETE BOX BEAM| | | 0100 604010-054 30.000 LF | 395.00000 11850.00| | 71X47 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE ARCH, | | | 0105 607001-001 575.000 LF | 11.00000 6325.00| | TYPE 1 GUARDRAIL, CLASS 3 | | | 0110 616004-009 380.000 LF | 40.00000 15200.00| | HP12X84 STEEL BEARING PILE, DRIVEN | | | 0115 633003-001 318.000 CY | 56.00000 17808.00| | DUMPED ROCK GUTTER | | | 0120 636001-001 LUMP| 13500.00000 13500.00| | TRAFFIC CONTROL | | | 0125 638002-001 5.000 EA | 50.00000 250.00| | RIGHT OF WAY MARKER | | | 0130 639001-001 LUMP| 6000.00000 6000.00| | CONSTRUCTION LAYOUT STAKE | | | 0135 640005-001 6.000 MO | 600.00000 3600.00| | MINIMAL FIELD OFFICE | | | 0140 642004-004 232.000 LB | 8.00000 1856.00| | SEED MIXTURE, L | | | 0145 642005-001 4.000 TN | 500.00000 2000.00| | MULCH, STRAW OR HAY | | | 0150 642006-001 0.800 TN | 700.00000 560.00| | FERTILIZER | | | 0155 642031-001 4.000 EA | 50.00000 200.00| | DITCH CHECK | | | SECTION TOTALS | $ 446,119.20| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 446,119.20| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 0112946 COUNTIES : RITCHIE LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : NUTTER FARM - PENNSBORO ROAD PROJECT(S) : S343-0050/00-010.07 00 00NH 0050 195 E00 LOCATION: BEGIN: 0.75 MI. W. CR 8 END: 0.46 MI. E. OF JCT WV 16 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 435,545.75 100.0000% 2 55-0583614 CARL KELLY PAVING, INC. $ 439,938.29 101.0085% 3 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 497,998.75 114.3390% 4 55-0328627 J. F. ALLEN COMPANY $ 518,881.80 119.1337% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0112946 COUNTIES : RITCHIE LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0583614 |(3) 55-0481221 |WEST VIRGINIA PAVING, INC. |CARL KELLY PAVING, INC. |MOUNTAINEER CONTRACTORS, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NUTTER FARM - PENNSBORO ROAD RESURFACING | | | 0005 204003-000 1.000 EA | 500.00000 500.00| 502.17000 502.17| 500.00000 500.00 MOBILIZATION, PER 3-DAY, TEMPORARY | | | PAVEMENT MARKINGS | | | 0010 204003-000 1.000 EA | 250.00000 250.00| 251.08000 251.08| 250.00000 250.00 MOBILIZATION, PER PERMANENT PAVEMENT | | | MARKINGS | | | 0015 211008-000 625.000 TN | 18.00000 11250.00| 1.00000 625.00| 30.00000 18750.00 ROCK BORROW EXCAVATION | | | 0020 307001-000 300.000 CY | 28.00000 8400.00| 64.56000 19368.00| 55.00000 16500.00 AGGREGATE BASE COURSE, CLASS I | | | 0025 408002-001 4600.000 GA | 0.01000 46.00| 0.01000 46.00| 0.50000 2300.00 BITUMINOUS MATERIAL | | | 0030 506001-001 16.000 SY | 150.00000 2400.00| 262.00000 4192.00| 225.00000 3600.00 CONCRETE PAVEMENT REPAIR | | | 0035 636008-001 43000.000 LF | 0.11000 4730.00| 0.11000 4730.00| 0.11000 4730.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0040 636011-001 47300.000 UN | 0.80000 37840.00| 0.68000 32164.00| 0.65000 30745.00 TRAFFIC CONTROL DEVICE | | | 0045 636014-001 200.000 HR | 0.01000 2.00| 0.01000 2.00| 41.00000 8200.00 FLAGGER | | | 0050 636021-001 26.000 DA | 15.00000 390.00| 15.07000 391.82| 12.00000 312.00 ELECTRIC ARROW | | | 0055 663001-005 15.560 MI | 450.00000 7002.00| 451.95000 7032.34| 450.00000 7002.00 EDGE LINE, TYPE II | | | 0060 663002-004 1.620 MI | 450.00000 729.00| 451.95000 732.16| 450.00000 729.00 LANE LINE OR CENTERLINE, TYPE II | | | 0065 663003-005 90.000 LF | 1.00000 90.00| 1.00000 90.00| 1.00000 90.00 BARRIER LINE, TYPE II | | | 0070 663004-004 1285.000 LF | 0.25000 321.25| 0.25000 321.25| 0.25000 321.25 CHANNELIZING LINE, TYPE II 8" | | | 0075 663005-010 280.000 LF | 11.00000 3080.00| 11.05000 3094.00| 11.00000 3080.00 STOP LINE, TYPE V 24" | | | 0080 663007-010 850.000 LF | 5.25000 4462.50| 5.27000 4479.50| 5.25000 4462.50 STRIPE, TYPE V 12" | | | 0085 663010-010 20.000 EA | 145.00000 2900.00| 145.63000 2912.60| 145.00000 2900.00 LANE ARROW, TYPE V | | | 0090 663012-208 693.000 EA | 21.00000 14553.00| 21.09000 14615.37| 21.00000 14553.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 006 -3 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0112946 COUNTIES : RITCHIE LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0583614 |(3) 55-0481221 |WEST VIRGINIA PAVING, INC. |CARL KELLY PAVING, INC. |MOUNTAINEER CONTRACTORS, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 307005-001 AA1 2000.000 TN | 16.00000 32000.00| 15.00000 30000.00| 14.99000 29980.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0100 307005-002 AA2 1820.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0105 401001-001 BB1 130.000 TN | 35.00000 4550.00| 34.10000 4433.00| 64.80000 8424.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0110 401001-002 BB2 119.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0115 401007-001 CC1 30.000 TN | 35.00000 1050.00| 50.00000 1500.00| 48.00000 1440.00 MARSHALL SCRATCH COURSE, STONE OR GRAVEL| | | 0120 401007-002 CC2 28.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0125 401017-001 DD1 10.000 TN | 150.00000 1500.00| 118.10000 1181.00| 100.00000 1000.00 HOT-MIX ASPHALT POTHOLE REPAIR, STONE | | | OR GRAVEL, TYPE II | | | 0130 401017-002 DD2 10.000 TN | | | HOT-MIX ASPHALT POTHOLE REPAIR, SLAG, | | | TYPE II | | | 0135 402001-001 EE1 8500.000 TN | 35.00000 297500.00| 36.15000 307275.00| 39.78000 338130.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0140 402001-002 EE2 7735.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | SECTION TOTALS | $ 435,545.75| $ 439,938.29| $ 497,998.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 435,545.75| $ 439,938.29| $ 497,998.75 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 006 -4 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0112946 COUNTIES : RITCHIE LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 03 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 NUTTER FARM - PENNSBORO ROAD RESURFACING | | | 0005 204003-000 1.000 EA | 525.00000 525.00| | MOBILIZATION, PER 3-DAY, TEMPORARY | | | PAVEMENT MARKINGS | | | 0010 204003-000 1.000 EA | 262.50000 262.50| | MOBILIZATION, PER PERMANENT PAVEMENT | | | MARKINGS | | | 0015 211008-000 625.000 TN | 17.80000 11125.00| | ROCK BORROW EXCAVATION | | | 0020 307001-000 300.000 CY | 52.15000 15645.00| | AGGREGATE BASE COURSE, CLASS I | | | 0025 408002-001 4600.000 GA | 1.25000 5750.00| | BITUMINOUS MATERIAL | | | 0030 506001-001 16.000 SY | 236.25000 3780.00| | CONCRETE PAVEMENT REPAIR | | | 0035 636008-001 43000.000 LF | 0.15000 6450.00| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0040 636011-001 47300.000 UN | 0.01000 473.00| | TRAFFIC CONTROL DEVICE | | | 0045 636014-001 200.000 HR | 40.00000 8000.00| | FLAGGER | | | 0050 636021-001 26.000 DA | 12.60000 327.60| | ELECTRIC ARROW | | | 0055 663001-005 15.560 MI | 472.50000 7352.10| | EDGE LINE, TYPE II | | | 0060 663002-004 1.620 MI | 472.50000 765.45| | LANE LINE OR CENTERLINE, TYPE II | | | 0065 663003-005 90.000 LF | 1.05000 94.50| | BARRIER LINE, TYPE II | | | 0070 663004-004 1285.000 LF | 0.30000 385.50| | CHANNELIZING LINE, TYPE II 8" | | | 0075 663005-010 280.000 LF | 11.55000 3234.00| | STOP LINE, TYPE V 24" | | | 0080 663007-010 850.000 LF | 5.55000 4717.50| | STRIPE, TYPE V 12" | | | 0085 663010-010 20.000 EA | 152.25000 3045.00| | LANE ARROW, TYPE V | | | 0090 663012-208 693.000 EA | 22.05000 15280.65| | RAISED PAVEMENT MARKER, TYPE P-2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 006 -5 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0112946 COUNTIES : RITCHIE LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 03 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 307005-001 AA1 2000.000 TN | 17.15000 34300.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0100 307005-002 AA2 1820.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0105 401001-001 BB1 130.000 TN | 88.25000 11472.50| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0110 401001-002 BB2 119.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0115 401007-001 CC1 30.000 TN | 41.30000 1239.00| | MARSHALL SCRATCH COURSE, STONE OR GRAVEL| | | 0120 401007-002 CC2 28.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0125 401017-001 DD1 10.000 TN | 88.25000 882.50| | HOT-MIX ASPHALT POTHOLE REPAIR, STONE | | | OR GRAVEL, TYPE II | | | 0130 401017-002 DD2 10.000 TN | | | HOT-MIX ASPHALT POTHOLE REPAIR, SLAG, | | | TYPE II | | | 0135 402001-001 EE1 8500.000 TN | 45.15000 383775.00| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0140 402001-002 EE2 7735.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | SECTION TOTALS | $ 518,881.80| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 518,881.80| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 9132513 COUNTIES : UPSHUR LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 07 CONTRACT DESCRIPTION : TENMILE BRIDGE PROJECT(S) : S349-0030/00-010.18 00 LOCATION: OVER BUCKHANNON RIVER, 0.03 MI W CO 24 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0731306 C.L. BELT CONSTRUCTION, INC. $ 908,370.13 100.0000% 2 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 978,208.00 107.6882% 3 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 1,000,610.26 110.1544% 4 55-0622971 KEITH MCCOY, DBA MCCOY CONSTRUCTION COMPANY $ 1,032,020.50 113.6123% 5 55-0527558 C & R BUILDERS, INC. $ 1,053,296.72 115.9545% 6 55-0609442 MEC CONSTRUCTION, INC. $ 1,053,502.20 115.9771% 7 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 1,097,836.75 120.8578% 8 55-0663428 MEADOWS STONE & PAVING, INC. $ 1,229,054.38 135.3032% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9132513 COUNTIES : UPSHUR LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 55-0731306 |(2) 62-1345425 |(3) 55-0487806 |C.L. BELT CONSTRUCTION, INC.|BILCO CONSTRUCTION COMPANY, |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TENMILE TRUSS BRIDGE REPLACEMENT | | | 0005 201001-000 1.000 LS | 8000.00000 8000.00| 28000.00000 28000.00| 48000.00000 48000.00 CLEARING AND GRUBBING | | | 0010 203001-000 LUMP| 25000.00000 25000.00| 26000.00000 26000.00| 20000.00000 20000.00 DISMANTLING STRUCTURE | | | 0015 204001-000 LUMP| 45000.00000 45000.00| 29000.00000 29000.00| 30300.00000 30300.00 MOBILIZATION | | | 0020 207001-001 10171.000 CY | 7.98000 81164.58| 9.00000 91539.00| 8.40000 85436.40 UNCLASSIFIED EXCAVATION | | | 0025 207002-000 373.000 CY | 22.00000 8206.00| 40.00000 14920.00| 38.00000 14174.00 SUBGRADE | | | 0030 207034-000 2563.000 SY | 1.00000 2563.00| 1.00000 2563.00| 1.20000 3075.60 FABRIC FOR SEPARATION | | | 0035 211002-000 1244.000 CY | 15.95000 19841.80| 32.00000 39808.00| 24.00000 29856.00 ROCK BORROW EXCAVATION | | | 0040 212001-000 112.000 CY | 12.00000 1344.00| 35.00000 3920.00| 63.00000 7056.00 STRUCTURE EXCAVATION | | | 0045 212002-000 147.000 CY | 55.00000 8085.00| 35.00000 5145.00| 48.00000 7056.00 WET EXCAVATION | | | 0050 212003-000 6.000 CY | 1000.00000 6000.00| 60.00000 360.00| 1000.00000 6000.00 ROCK EXCAVATION | | | 0055 212004-000 1.000 EA | 25000.00000 25000.00| 27000.00000 27000.00| 33800.00000 33800.00 COFFERDAM | | | 0060 212005-000 38.000 CY | 55.00000 2090.00| 75.00000 2850.00| 88.00000 3344.00 SELECT MATERIAL FOR BACKFILLING | | | 0065 218006-000 125.000 CY | 50.00000 6250.00| 32.00000 4000.00| 35.00000 4375.00 FOUNDATION PROTECTION | | | 0070 408002-001 535.000 GA | 1.65000 882.75| 1.00000 535.00| 1.70000 909.50 BITUMINOUS MATERIAL | | | 0075 501010-001 2.000 EA | 2000.00000 4000.00| 0.50000 1.00| 1300.00000 2600.00 BRIDGE APPROACH EXPANSION JOINT | | | 0080 502001-012 115.000 SY | 145.00000 16675.00| 125.00000 14375.00| 170.00000 19550.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0085 601002-001 108.000 CY | 550.00000 59400.00| 430.00000 46440.00| 600.00000 64800.00 CLASS B CONCRETE | | | 0090 601003-001 195.000 CY | 650.00000 126750.00| 495.00000 96525.00| 670.00000 130650.00 CLASS K CONCRETE | | | 0095 602001-001 12258.000 LB | 0.70000 8580.60| 0.65000 7967.70| 0.71000 8703.18 REINFORCING STEEL BAR | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 007 -3 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9132513 COUNTIES : UPSHUR LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 55-0731306 |(2) 62-1345425 |(3) 55-0487806 |C.L. BELT CONSTRUCTION, INC.|BILCO CONSTRUCTION COMPANY, |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 602002-001 37226.000 LB | 0.75000 27919.50| 0.75000 27919.50| 0.83000 30897.58 EPOXY COATED REINFORCING STEEL BAR | | | 0105 604001-020 135.000 LF | 146.00000 19710.00| 120.00000 16200.00| 93.00000 12555.00 24 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, | | | 0110 604001-024 62.000 LF | 136.00000 8432.00| 80.00000 4960.00| 85.00000 5270.00 36 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, | | | 0115 604009-020 2.000 EA | 250.00000 500.00| 300.00000 600.00| 400.00000 800.00 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0120 604009-024 1.000 EA | 400.00000 400.00| 350.00000 350.00| 1100.00000 1100.00 36 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0125 605004-001 1.000 EA | 2000.00000 2000.00| 2300.00000 2300.00| 1400.00000 1400.00 TYPE B INLET | | | 0130 605009-001 1.000 EA | 3000.00000 3000.00| 2700.00000 2700.00| 1400.00000 1400.00 TYPE G INLET | | | 0135 607001-001 100.000 LF | 14.30000 1430.00| 15.00000 1500.00| 14.00000 1400.00 TYPE 1 GUARDRAIL, CLASS I | | | 0140 607001-001 475.000 LF | 11.66000 5538.50| 12.00000 5700.00| 12.00000 5700.00 TYPE 1 GUARDRAIL, CLASS II | | | 0145 615001-001 1.000 LS | 245000.00000 245000.00| 260000.00000 260000.00| 237000.00000 237000.00 STEEL SUPERSTRUCTURE | | | 0150 616005-003 433.000 LF | 70.00000 30310.00| 45.00000 19485.00| 88.00000 38104.00 HP10X42 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0155 636011-001 5370.000 UN | 1.38000 7410.60| 0.75000 4027.50| 0.89000 4779.30 TRAFFIC CONTROL DEVICE | | | 0160 636012-010 1.000 EA | 250.00000 250.00| 0.50000 0.50| 330.00000 330.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0165 636013-001 100.000 EA | 2.50000 250.00| 0.01000 1.00| 4.40000 440.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0170 636014-001 1200.000 HR | 0.01000 12.00| 38.00000 45600.00| 20.00000 24000.00 FLAGGER | | | 0175 636025-001 1500.000 DA | 1.10000 1650.00| 2.50000 3750.00| 1.30000 1950.00 WARNING LIGHTS, TYPE B | | | 0180 637001-001 23.000 MG | 50.00000 1150.00| 50.00000 1150.00| 21.00000 483.00 WATER FOR DUST PALLIATIVE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 007 -4 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9132513 COUNTIES : UPSHUR LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 55-0731306 |(2) 62-1345425 |(3) 55-0487806 |C.L. BELT CONSTRUCTION, INC.|BILCO CONSTRUCTION COMPANY, |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 638002-001 19.000 EA | 50.00000 950.00| 100.00000 1900.00| 55.00000 1045.00 RIGHT OF WAY MARKER | | | 0190 638003-001 2.000 EA | 100.00000 200.00| 250.00000 500.00| 170.00000 340.00 SURVEY MARKER | | | 0195 639001-001 LUMP| 10000.00000 10000.00| 12000.80000 12000.80| 6100.00000 6100.00 CONSTRUCTION LAYOUT STAKE (BRIDGE | | | LAYOUT) | | | 0200 639001-001 LUMP| 6000.00000 6000.00| 22000.00000 22000.00| 6100.00000 6100.00 CONSTRUCTION LAYOUT STAKE (ROADWAY | | | LAYOUT) | | | 0205 640001-001 12.000 MO | 700.00000 8400.00| 900.00000 10800.00| 900.00000 10800.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0210 640003-001 LUMP| 600.00000 600.00| 2000.00000 2000.00| 590.00000 590.00 BUILDING EQUIPMENT | | | 0215 640004-001 LUMP| 2000.00000 2000.00| 3700.00000 3700.00| 2400.00000 2400.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | 0220 642004-003 87.000 LB | 19.80000 1722.60| 20.00000 1740.00| 20.00000 1740.00 SEED MIXTURE, D | | | 0225 642005-001 3.000 TN | 650.00000 1950.00| 800.00000 2400.00| 720.00000 2160.00 MULCH, STRAW OR HAY | | | 0230 642006-001 0.600 TN | 632.50000 379.50| 700.00000 420.00| 640.00000 384.00 FERTILIZER | | | 0235 642012-001 1850.000 LF | 1.50000 2775.00| 2.50000 4625.00| 3.50000 6475.00 SILT FENCE | | | 0240 642031-001 8.000 EA | 50.00000 400.00| 50.00000 400.00| 280.00000 2240.00 DITCH CHECK | | | 0245 652001-001 0.800 TN | 88.00000 70.40| 200.00000 160.00| 89.00000 71.20 AGRICULTURAL LIMESTONE | | | 0250 652002-001 0.400 TN | 1000.00000 400.00| 1200.00000 480.00| 1100.00000 440.00 FERTILIZER, 10-20-10 | | | 0255 652002-002 0.100 TN | 2000.00000 200.00| 2200.00000 220.00| 2200.00000 220.00 FERTILIZER, UREA FORMALDEHYDE | | | 0260 652003-001 73.000 LB | 3.10000 226.30| 10.00000 730.00| 3.30000 240.90 SEED MIXTURES, B, C-1, OR C-2 | | | 0265 652003-002 52.000 LB | 7.00000 364.00| 15.00000 780.00| 7.80000 405.60 SEED MIXTURE, D | | | 0270 652004-001 1.500 TN | 1600.00000 2400.00| 800.00000 1200.00| 1800.00000 2700.00 STRAW OR HAY MULCH | | | 0275 307005-001 AA1 1564.000 TN | 17.50000 27370.00| 26.00000 40664.00| 23.00000 35972.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 007 -5 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9132513 COUNTIES : UPSHUR LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 55-0731306 |(2) 62-1345425 |(3) 55-0487806 |C.L. BELT CONSTRUCTION, INC.|BILCO CONSTRUCTION COMPANY, |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 307005-002 AA2 1423.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0285 401001-001 BB1 468.000 TN | 50.73000 23741.64| 45.00000 21060.00| 51.00000 23868.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0290 401001-002 BB2 426.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0295 401002-001 CC1 104.000 TN | 74.09000 7705.36| 120.00000 12480.00| 75.00000 7800.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE 1 | | | 0300 401002-002 CC2 95.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE 1 | | | 0305 636002-001 MT1 36.000 TN | 20.00000 720.00| 21.00000 756.00| 34.00000 1224.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0310 636002-002 MT2 33.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 908,370.13| $ 978,208.00| $ 1,000,610.26 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 908,370.13| $ 978,208.00| $ 1,000,610.26 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 007 -6 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9132513 COUNTIES : UPSHUR LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(4) 55-0622971 |(5) 55-0527558 |(6) 55-0609442 |MCCOY CONSTRUCTION COMPANY |C & R BUILDERS, INC. |MEC CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TENMILE TRUSS BRIDGE REPLACEMENT | | | 0005 201001-000 1.000 LS | 18000.00000 18000.00| 50000.00000 50000.00| 46000.00000 46000.00 CLEARING AND GRUBBING | | | 0010 203001-000 LUMP| 28000.00000 28000.00| 24000.00000 24000.00| 26000.00000 26000.00 DISMANTLING STRUCTURE | | | 0015 204001-000 LUMP| 18000.00000 18000.00| 22500.00000 22500.00| 16500.00000 16500.00 MOBILIZATION | | | 0020 207001-001 10171.000 CY | 7.00000 71197.00| 11.00000 111881.00| 11.00000 111881.00 UNCLASSIFIED EXCAVATION | | | 0025 207002-000 373.000 CY | 38.00000 14174.00| 48.00000 17904.00| 56.00000 20888.00 SUBGRADE | | | 0030 207034-000 2563.000 SY | 1.50000 3844.50| 1.25000 3203.75| 1.00000 2563.00 FABRIC FOR SEPARATION | | | 0035 211002-000 1244.000 CY | 38.00000 47272.00| 36.25000 45095.00| 36.00000 44784.00 ROCK BORROW EXCAVATION | | | 0040 212001-000 112.000 CY | 50.00000 5600.00| 12.00000 1344.00| 34.00000 3808.00 STRUCTURE EXCAVATION | | | 0045 212002-000 147.000 CY | 100.00000 14700.00| 65.00000 9555.00| 37.00000 5439.00 WET EXCAVATION | | | 0050 212003-000 6.000 CY | 500.00000 3000.00| 100.00000 600.00| 100.00000 600.00 ROCK EXCAVATION | | | 0055 212004-000 1.000 EA | 50000.00000 50000.00| 61000.00000 61000.00| 34100.00000 34100.00 COFFERDAM | | | 0060 212005-000 38.000 CY | 70.00000 2660.00| 90.00000 3420.00| 100.00000 3800.00 SELECT MATERIAL FOR BACKFILLING | | | 0065 218006-000 125.000 CY | 35.00000 4375.00| 46.00000 5750.00| 26.00000 3250.00 FOUNDATION PROTECTION | | | 0070 408002-001 535.000 GA | 1.00000 535.00| 1.65000 882.75| 1.67000 893.45 BITUMINOUS MATERIAL | | | 0075 501010-001 2.000 EA | 4000.00000 8000.00| 450.00000 900.00| 400.00000 800.00 BRIDGE APPROACH EXPANSION JOINT | | | 0080 502001-012 115.000 SY | 140.00000 16100.00| 155.00000 17825.00| 160.00000 18400.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0085 601002-001 108.000 CY | 600.00000 64800.00| 430.00000 46440.00| 493.00000 53244.00 CLASS B CONCRETE | | | 0090 601003-001 195.000 CY | 550.00000 107250.00| 560.00000 109200.00| 675.00000 131625.00 CLASS K CONCRETE | | | 0095 602001-001 12258.000 LB | 0.75000 9193.50| 0.77000 9438.66| 0.75000 9193.50 REINFORCING STEEL BAR | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 007 -7 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9132513 COUNTIES : UPSHUR LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(4) 55-0622971 |(5) 55-0527558 |(6) 55-0609442 |MCCOY CONSTRUCTION COMPANY |C & R BUILDERS, INC. |MEC CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 602002-001 37226.000 LB | 1.00000 37226.00| 0.86000 32014.36| 0.85000 31642.10 EPOXY COATED REINFORCING STEEL BAR | | | 0105 604001-020 135.000 LF | 300.00000 40500.00| 97.00000 13095.00| 126.00000 17010.00 24 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, | | | 0110 604001-024 62.000 LF | 100.00000 6200.00| 93.00000 5766.00| 77.00000 4774.00 36 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, | | | 0115 604009-020 2.000 EA | 300.00000 600.00| 320.00000 640.00| 300.00000 600.00 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0120 604009-024 1.000 EA | 400.00000 400.00| 600.00000 600.00| 460.00000 460.00 36 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0125 605004-001 1.000 EA | 2000.00000 2000.00| 2000.00000 2000.00| 1750.00000 1750.00 TYPE B INLET | | | 0130 605009-001 1.000 EA | 2200.00000 2200.00| 2100.00000 2100.00| 1650.00000 1650.00 TYPE G INLET | | | 0135 607001-001 100.000 LF | 14.00000 1400.00| 14.50000 1450.00| 14.50000 1450.00 TYPE 1 GUARDRAIL, CLASS I | | | 0140 607001-001 475.000 LF | 11.00000 5225.00| 12.30000 5842.50| 11.80000 5605.00 TYPE 1 GUARDRAIL, CLASS II | | | 0145 615001-001 1.000 LS | 250000.00000 250000.00| 224000.00000 224000.00| 262400.00000 262400.00 STEEL SUPERSTRUCTURE | | | 0150 616005-003 433.000 LF | 75.00000 32475.00| 110.00000 47630.00| 77.00000 33341.00 HP10X42 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0155 636011-001 5370.000 UN | 1.25000 6712.50| 1.39000 7464.30| 0.89000 4779.30 TRAFFIC CONTROL DEVICE | | | 0160 636012-010 1.000 EA | 250.00000 250.00| 275.00000 275.00| 110.00000 110.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0165 636013-001 100.000 EA | 2.50000 250.00| 2.75000 275.00| 2.00000 200.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0170 636014-001 1200.000 HR | 35.00000 42000.00| 41.00000 49200.00| 36.00000 43200.00 FLAGGER | | | 0175 636025-001 1500.000 DA | 1.25000 1875.00| 1.15000 1725.00| 1.28000 1920.00 WARNING LIGHTS, TYPE B | | | 0180 637001-001 23.000 MG | 10.00000 230.00| 65.00000 1495.00| 40.00000 920.00 WATER FOR DUST PALLIATIVE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 007 -8 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9132513 COUNTIES : UPSHUR LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(4) 55-0622971 |(5) 55-0527558 |(6) 55-0609442 |MCCOY CONSTRUCTION COMPANY |C & R BUILDERS, INC. |MEC CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 638002-001 19.000 EA | 100.00000 1900.00| 50.00000 950.00| 50.00000 950.00 RIGHT OF WAY MARKER | | | 0190 638003-001 2.000 EA | 300.00000 600.00| 125.00000 250.00| 250.00000 500.00 SURVEY MARKER | | | 0195 639001-001 LUMP| 4000.00000 4000.00| 5000.00000 5000.00| 5700.00000 5700.00 CONSTRUCTION LAYOUT STAKE (BRIDGE | | | LAYOUT) | | | 0200 639001-001 LUMP| 5500.00000 5500.00| 8000.00000 8000.00| 6300.00000 6300.00 CONSTRUCTION LAYOUT STAKE (ROADWAY | | | LAYOUT) | | | 0205 640001-001 12.000 MO | 1000.00000 12000.00| 850.00000 10200.00| 685.00000 8220.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0210 640003-001 LUMP| 2500.00000 2500.00| 1500.00000 1500.00| 1250.00000 1250.00 BUILDING EQUIPMENT | | | 0215 640004-001 LUMP| 4000.00000 4000.00| 2500.00000 2500.00| 2350.00000 2350.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | 0220 642004-003 87.000 LB | 10.00000 870.00| 19.80000 1722.60| 20.00000 1740.00 SEED MIXTURE, D | | | 0225 642005-001 3.000 TN | 1600.00000 4800.00| 715.00000 2145.00| 723.00000 2169.00 MULCH, STRAW OR HAY | | | 0230 642006-001 0.600 TN | 600.00000 360.00| 633.00000 379.80| 640.00000 384.00 FERTILIZER | | | 0235 642012-001 1850.000 LF | 5.00000 9250.00| 5.00000 9250.00| 2.30000 4255.00 SILT FENCE | | | 0240 642031-001 8.000 EA | 250.00000 2000.00| 250.00000 2000.00| 100.00000 800.00 DITCH CHECK | | | 0245 652001-001 0.800 TN | 90.00000 72.00| 88.00000 70.40| 89.00000 71.20 AGRICULTURAL LIMESTONE | | | 0250 652002-001 0.400 TN | 1000.00000 400.00| 1100.00000 440.00| 1100.00000 440.00 FERTILIZER, 10-20-10 | | | 0255 652002-002 0.100 TN | 1500.00000 150.00| 2200.00000 220.00| 2225.00000 222.50 FERTILIZER, UREA FORMALDEHYDE | | | 0260 652003-001 73.000 LB | 10.00000 730.00| 3.40000 248.20| 3.35000 244.55 SEED MIXTURES, B, C-1, OR C-2 | | | 0265 652003-002 52.000 LB | 10.00000 520.00| 7.80000 405.60| 7.80000 405.60 SEED MIXTURE, D | | | 0270 652004-001 1.500 TN | 1600.00000 2400.00| 1760.00000 2640.00| 1780.00000 2670.00 STRAW OR HAY MULCH | | | 0275 307005-001 AA1 1564.000 TN | 21.00000 32844.00| 23.20000 36284.80| 23.50000 36754.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 007 -9 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9132513 COUNTIES : UPSHUR LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(4) 55-0622971 |(5) 55-0527558 |(6) 55-0609442 |MCCOY CONSTRUCTION COMPANY |C & R BUILDERS, INC. |MEC CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 307005-002 AA2 1423.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0285 401001-001 BB1 468.000 TN | 40.00000 18720.00| 50.75000 23751.00| 51.00000 23868.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0290 401001-002 BB2 426.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0295 401002-001 CC1 104.000 TN | 110.00000 11440.00| 74.50000 7748.00| 75.00000 7800.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE 1 | | | 0300 401002-002 CC2 95.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE 1 | | | 0305 636002-001 MT1 36.000 TN | 20.00000 720.00| 30.00000 1080.00| 23.00000 828.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0310 636002-002 MT2 33.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 1,032,020.50| $ 1,053,296.72| $ 1,053,502.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,032,020.50| $ 1,053,296.72| $ 1,053,502.20 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 007 -10 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9132513 COUNTIES : UPSHUR LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(7) 55-0710073 |(8) 55-0663428 | |TEAYS RIVER CONSTRUCTION COM|MEADOWS STONE & PAVING, INC.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TENMILE TRUSS BRIDGE REPLACEMENT | | | 0005 201001-000 1.000 LS | 71800.00000 71800.00| 61000.00000 61000.00| CLEARING AND GRUBBING | | | 0010 203001-000 LUMP| 32000.00000 32000.00| 47800.00000 47800.00| DISMANTLING STRUCTURE | | | 0015 204001-000 LUMP| 32000.00000 32000.00| 32200.00000 32200.00| MOBILIZATION | | | 0020 207001-001 10171.000 CY | 10.00000 101710.00| 14.50000 147479.50| UNCLASSIFIED EXCAVATION | | | 0025 207002-000 373.000 CY | 47.00000 17531.00| 39.00000 14547.00| SUBGRADE | | | 0030 207034-000 2563.000 SY | 1.50000 3844.50| 1.25000 3203.75| FABRIC FOR SEPARATION | | | 0035 211002-000 1244.000 CY | 49.00000 60956.00| 33.00000 41052.00| ROCK BORROW EXCAVATION | | | 0040 212001-000 112.000 CY | 36.00000 4032.00| 66.00000 7392.00| STRUCTURE EXCAVATION | | | 0045 212002-000 147.000 CY | 39.00000 5733.00| 200.00000 29400.00| WET EXCAVATION | | | 0050 212003-000 6.000 CY | 500.00000 3000.00| 400.00000 2400.00| ROCK EXCAVATION | | | 0055 212004-000 1.000 EA | 30000.00000 30000.00| 35000.00000 35000.00| COFFERDAM | | | 0060 212005-000 38.000 CY | 100.00000 3800.00| 85.00000 3230.00| SELECT MATERIAL FOR BACKFILLING | | | 0065 218006-000 125.000 CY | 35.00000 4375.00| 38.00000 4750.00| FOUNDATION PROTECTION | | | 0070 408002-001 535.000 GA | 0.01000 5.35| 1.00000 535.00| BITUMINOUS MATERIAL | | | 0075 501010-001 2.000 EA | 1000.00000 2000.00| 2500.00000 5000.00| BRIDGE APPROACH EXPANSION JOINT | | | 0080 502001-012 115.000 SY | 160.00000 18400.00| 153.00000 17595.00| 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0085 601002-001 108.000 CY | 550.00000 59400.00| 495.00000 53460.00| CLASS B CONCRETE | | | 0090 601003-001 195.000 CY | 675.00000 131625.00| 566.00000 110370.00| CLASS K CONCRETE | | | 0095 602001-001 12258.000 LB | 0.85000 10419.30| 0.94000 11522.52| REINFORCING STEEL BAR | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 007 -11 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9132513 COUNTIES : UPSHUR LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(7) 55-0710073 |(8) 55-0663428 | |TEAYS RIVER CONSTRUCTION COM|MEADOWS STONE & PAVING, INC.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 602002-001 37226.000 LB | 0.90000 33503.40| 0.96000 35736.96| EPOXY COATED REINFORCING STEEL BAR | | | 0105 604001-020 135.000 LF | 135.00000 18225.00| 245.00000 33075.00| 24 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, | | | 0110 604001-024 62.000 LF | 145.00000 8990.00| 63.00000 3906.00| 36 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, | | | 0115 604009-020 2.000 EA | 245.00000 490.00| 350.00000 700.00| 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0120 604009-024 1.000 EA | 300.00000 300.00| 500.00000 500.00| 36 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0125 605004-001 1.000 EA | 1700.00000 1700.00| 2750.00000 2750.00| TYPE B INLET | | | 0130 605009-001 1.000 EA | 1800.00000 1800.00| 2000.00000 2000.00| TYPE G INLET | | | 0135 607001-001 100.000 LF | 15.00000 1500.00| 14.00000 1400.00| TYPE 1 GUARDRAIL, CLASS I | | | 0140 607001-001 475.000 LF | 13.00000 6175.00| 11.50000 5462.50| TYPE 1 GUARDRAIL, CLASS II | | | 0145 615001-001 1.000 LS | 275000.00000 275000.00| 294000.00000 294000.00| STEEL SUPERSTRUCTURE | | | 0150 616005-003 433.000 LF | 70.00000 30310.00| 66.50000 28794.50| HP10X42 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0155 636011-001 5370.000 UN | 0.01000 53.70| 0.70000 3759.00| TRAFFIC CONTROL DEVICE | | | 0160 636012-010 1.000 EA | 100.00000 100.00| 100.00000 100.00| PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0165 636013-001 100.000 EA | 2.00000 200.00| 2.00000 200.00| INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0170 636014-001 1200.000 HR | 0.01000 12.00| 39.00000 46800.00| FLAGGER | | | 0175 636025-001 1500.000 DA | 1.25000 1875.00| 2.00000 3000.00| WARNING LIGHTS, TYPE B | | | 0180 637001-001 23.000 MG | 50.00000 1150.00| 100.00000 2300.00| WATER FOR DUST PALLIATIVE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 007 -12 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9132513 COUNTIES : UPSHUR LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(7) 55-0710073 |(8) 55-0663428 | |TEAYS RIVER CONSTRUCTION COM|MEADOWS STONE & PAVING, INC.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 638002-001 19.000 EA | 50.00000 950.00| 50.00000 950.00| RIGHT OF WAY MARKER | | | 0190 638003-001 2.000 EA | 250.00000 500.00| 300.00000 600.00| SURVEY MARKER | | | 0195 639001-001 LUMP| 2000.00000 2000.00| 5000.00000 5000.00| CONSTRUCTION LAYOUT STAKE (BRIDGE | | | LAYOUT) | | | 0200 639001-001 LUMP| 2000.00000 2000.00| 3500.00000 3500.00| CONSTRUCTION LAYOUT STAKE (ROADWAY | | | LAYOUT) | | | 0205 640001-001 12.000 MO | 1200.00000 14400.00| 3000.00000 36000.00| STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0210 640003-001 LUMP| 1500.00000 1500.00| 3000.00000 3000.00| BUILDING EQUIPMENT | | | 0215 640004-001 LUMP| 2500.00000 2500.00| 5000.00000 5000.00| COMPUTER SYSTEM FOR FIELD OFFICE | | | 0220 642004-003 87.000 LB | 20.00000 1740.00| 20.00000 1740.00| SEED MIXTURE, D | | | 0225 642005-001 3.000 TN | 700.00000 2100.00| 700.00000 2100.00| MULCH, STRAW OR HAY | | | 0230 642006-001 0.600 TN | 600.00000 360.00| 625.00000 375.00| FERTILIZER | | | 0235 642012-001 1850.000 LF | 2.00000 3700.00| 3.00000 5550.00| SILT FENCE | | | 0240 642031-001 8.000 EA | 250.00000 2000.00| 50.00000 400.00| DITCH CHECK | | | 0245 652001-001 0.800 TN | 100.00000 80.00| 88.00000 70.40| AGRICULTURAL LIMESTONE | | | 0250 652002-001 0.400 TN | 1100.00000 440.00| 1100.00000 440.00| FERTILIZER, 10-20-10 | | | 0255 652002-002 0.100 TN | 2200.00000 220.00| 2200.00000 220.00| FERTILIZER, UREA FORMALDEHYDE | | | 0260 652003-001 73.000 LB | 3.50000 255.50| 3.25000 237.25| SEED MIXTURES, B, C-1, OR C-2 | | | 0265 652003-002 52.000 LB | 8.00000 416.00| 8.00000 416.00| SEED MIXTURE, D | | | 0270 652004-001 1.500 TN | 1800.00000 2700.00| 1760.00000 2640.00| STRAW OR HAY MULCH | | | 0275 307005-001 AA1 1564.000 TN | 30.00000 46920.00| 25.25000 39491.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 007 -13 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9132513 COUNTIES : UPSHUR LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(7) 55-0710073 |(8) 55-0663428 | |TEAYS RIVER CONSTRUCTION COM|MEADOWS STONE & PAVING, INC.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 307005-002 AA2 1423.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0285 401001-001 BB1 468.000 TN | 50.00000 23400.00| 48.00000 22464.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0290 401001-002 BB2 426.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0295 401002-001 CC1 104.000 TN | 140.00000 14560.00| 55.00000 5720.00| MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE 1 | | | 0300 401002-002 CC2 95.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE 1 | | | 0305 636002-001 MT1 36.000 TN | 30.00000 1080.00| 20.00000 720.00| AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0310 636002-002 MT2 33.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 1,097,836.75| $ 1,229,054.38| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,097,836.75| $ 1,229,054.38| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 009 -1 VENDOR RANKING CALL ORDER : 009 CONTRACT ID : 9525408 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : TEAYS VALLEY ROAD PROJECT(S) : U340-0034/00-011.06 00 0CMA 0034 053 E00 LOCATION: HURRICANE CREEK - CO RTE 32 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 7,721,011.00 100.0000% 2 31-1316393 AHERN & ASSOCIATES $ 8,983,500.00 116.3513% 31-1527447 MOUNTAINEER GRADING COMPANY IRREGULAR 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 009 -2 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9525408 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 31-1316393 | |MOUNTAINEER CONTRACTORS, INC|AHERN & ASSOCIATES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE, DRAIN, PAVE | | | 0005 201001-000 1.000 LS | 350000.00000 350000.00| 317051.46000 317051.46| CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 2500.00000 2500.00| 5700.00000 5700.00| BUILDING DEMOLITION NUMBER, 23-1/1 | | | 0015 202001-000 1.000 LS | 8000.00000 8000.00| 8500.00000 8500.00| BUILDING DEMOLITION NUMBER, 113/1 | | | 0020 202001-000 1.000 LS | 8000.00000 8000.00| 8500.00000 8500.00| BUILDING DEMOLITION NUMBER, 114/1 | | | 0025 204001-000 LUMP| 50000.00000 50000.00| 270849.00000 270849.00| MOBILIZATION | | | 0030 207001-001 37455.000 M3 | 6.45000 241584.75| 20.00000 749100.00| UNCLASSIFIED EXCAVATION | | | 0035 207002-000 8269.500 M3 | 45.00000 372127.50| 34.00000 281163.00| SUBGRADE | | | 0040 207034-000 90996.800 M2 | 1.00000 90996.80| 1.00000 90996.80| FABRIC FOR SEPARATION | | | 0045 211001-000 12781.000 M3 | 0.01000 127.81| 10.00000 127810.00| UNCLASSIFIED BORROW EXCAVATION | | | 0050 211002-000 1691.000 M3 | 30.00000 50730.00| 36.00000 60876.00| ROCK BORROW EXCAVATION | | | 0055 307001-000 4187.500 M3 | 55.00000 230312.50| 80.00000 335000.00| AGGREGATE BASE COURSE, CLASS I | | | 0060 311006-001 5722.000 M3 | 70.00000 400540.00| 60.00000 343320.00| OPEN GRADED FREE DRAINING BASE COURSE | | | 0065 408002-001 2000.000 L | 0.10000 200.00| 0.25000 500.00| BITUMINOUS MATERIAL | | | 0070 501005-008 5042.400 M2 | 57.41000 289484.18| 48.00000 242035.20| 200 MM NON-REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0075 601002-001 34.030 M3 | 1500.00000 51045.00| 1725.00000 58701.75| CLASS B CONCRETE | | | 0080 602001-001 978.800 KG | 2.20000 2153.36| 2.00000 1957.60| REINFORCING STEEL BAR | | | 0085 604002-008 4.000 M | 150.00000 600.00| 250.00000 1000.00| 250 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0090 604037-016 36.500 M | 215.00000 7847.50| 320.00000 11680.00| 450 MM REINFORCED CONCRETE PIPE, CLASS | | | III | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 009 -3 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9525408 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 31-1316393 | |MOUNTAINEER CONTRACTORS, INC|AHERN & ASSOCIATES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 604037-020 5.000 M | 240.00000 1200.00| 269.00000 1345.00| 600 MM REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0100 604037-024 11.500 M | 290.00000 3335.00| 400.00000 4600.00| 900 MM REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0105 604041-030 38.500 M | 475.00000 18287.50| 625.00000 24062.50| 1125X725 MM REINFORCED CONCRETE | | | ELLIPTICAL PIPE, CLASS III | | | 0110 604041-037 97.000 M | 525.00000 50925.00| 680.00000 65960.00| 1325X850 MM REINFORCED CONCRETE | | | ELLIPTICAL PIPE, CLASS III | | | 0115 604052-004 4.000 M | 150.00000 600.00| 119.00000 476.00| 150 MM POLYVINYLCHLORIDE PIPE | | | 0120 604052-002 4.500 M | 125.00000 562.50| 110.00000 495.00| 100 MM POLYVINYLCHLORIDE PIPE | | | 0125 605001-001 1.000 EA | 3000.00000 3000.00| 2600.00000 2600.00| TYPE A MANHOLE | | | 0130 605004-001 4.000 EA | 1150.00000 4600.00| 1600.00000 6400.00| TYPE B INLET | | | 0135 605006-001 121.000 EA | 3725.00000 450725.00| 2400.00000 290400.00| TYPE D INLET | | | 0145 605007-001 10.000 EA | 5000.00000 50000.00| 4800.00000 48000.00| TYPE E INLET | | | 0150 605009-001 52.000 EA | 1500.00000 78000.00| 1400.00000 72800.00| TYPE G INLET | | | 0154 605012-001 4.000 EA | 2800.00000 11200.00| 2350.00000 9400.00| ADJUST INLET TYPE D | | | 0155 605012-001 1.000 EA | 1800.00000 1800.00| 1500.00000 1500.00| ADJUST INLET TYPE G | | | 0156 605014-001 2.000 EA | 2900.00000 5800.00| 2350.00000 4700.00| MODIFIED INLET, TYPE B | | | 0157 605014-001 21.000 EA | 4300.00000 90300.00| 3200.00000 67200.00| MODIFIED INLET, TYPE D | | | 0158 605014-001 5.000 EA | 5650.00000 28250.00| 5950.00000 29750.00| MODIFIED INLET, TYPE E | | | 0159 605015-001 1.000 EA | 1000.00000 1000.00| 1800.00000 1800.00| ADJUST MANHOLE TYPE A | | | 0165 606029-001 9363.000 M | 17.85000 167129.55| 17.85000 167129.55| FREE DRAINING BASE TRENCH | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 009 -4 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9525408 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 31-1316393 | |MOUNTAINEER CONTRACTORS, INC|AHERN & ASSOCIATES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 606030-001 2220.500 M | 17.00000 37748.50| 18.00000 39969.00| OUTLET PIPE | | | 0175 607001-001 950.200 M | 22.32000 21208.46| 26.20000 24895.24| TYPE 1 GUARDRAIL, CLASS III | | | 0180 607065-001 4.000 EA | 1170.00000 4680.00| 1350.00000 5400.00| FLARED END TERMINAL | | | 0183 608001-002 170.900 M | 64.00000 10937.60| 98.00000 16748.20| 1.2 M RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0185 609001-001 10360.200 M2 | 35.00000 362607.00| 30.00000 310806.00| CONCRETE SIDEWALK | | | 0190 610001-001 213.900 M | 70.00000 14973.00| 115.00000 24598.50| PLAIN CONCRETE CURBING, TYPE I | | | 0195 610003-001 6649.000 M | 60.00000 398940.00| 65.00000 432185.00| COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I | | | 0200 610003-004 1797.300 M | 60.00000 107838.00| 90.00000 161757.00| COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE IV | | | 0205 636007-001 3000.000 M | 1.10000 3300.00| 1.15000 3450.00| ERADICATION OF PAVEMENT MARKING | | | 0210 636008-001 20000.000 M | 0.45000 9000.00| 0.82000 16400.00| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0215 636009-001 18500.000 M | 3.20000 59200.00| 3.05000 56425.00| TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0220 636011-001 83780.000 UN | 0.75000 62835.00| 0.70000 58646.00| TRAFFIC CONTROL DEVICE | | | 0225 636012-010 8.000 EA | 250.00000 2000.00| 200.00000 1600.00| PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0230 636013-001 900.000 EA | 2.50000 2250.00| 1.00000 900.00| INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0235 636014-001 3500.000 HR | 30.00000 105000.00| 40.00000 140000.00| FLAGGER | | | 0240 636017-001 1600.000 M | 54.15000 86640.00| 60.00000 96000.00| TEMPORARY CONCRETE BARRIER | | | 0245 636018-001 2900.000 M | 6.75000 19575.00| 12.80000 37120.00| REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 009 -5 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9525408 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 31-1316393 | |MOUNTAINEER CONTRACTORS, INC|AHERN & ASSOCIATES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0250 636021-001 30.000 DA | 12.00000 360.00| 7.00000 210.00| ELECTRIC ARROW | | | 0255 636022-001 720.000 DA | 40.00000 28800.00| 60.00000 43200.00| CHANGEABLE MESSAGE SIGN | | | 0260 636023-001 1.000 LS | 21289.00000 21289.00| 24000.00000 24000.00| TEMPORARY TRAFFIC SIGNAL C1 | | | 0265 636023-001 1.000 LS | 17602.00000 17602.00| 20000.00000 20000.00| TEMPORARY TRAFFIC SIGNAL C2 | | | 0270 636024-001 19.500 M | 100.00000 1950.00| 70.00000 1365.00| TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0275 636025-001 6200.000 DA | 0.35000 2170.00| 0.35000 2170.00| WARNING LIGHTS, TYPE A | | | 0280 636025-001 3600.000 DA | 1.00000 3600.00| 1.00000 3600.00| WARNING LIGHTS, TYPE B | | | 0285 636025-001 22000.000 DA | 0.35000 7700.00| 0.35000 7700.00| WARNING LIGHTS, TYPE C | | | 0290 637001-001 370.000 KL | 20.00000 7400.00| 16.00000 5920.00| WATER FOR DUST PALLIATIVE | | | 0295 638002-001 218.000 EA | 35.00000 7630.00| 25.00000 5450.00| RIGHT OF WAY MARKER | | | 0300 639001-001 LUMP| 329992.14000 329992.14| 70000.00000 70000.00| CONSTRUCTION LAYOUT STAKE | | | 0305 640002-001 11.000 MO | 1500.00000 16500.00| 2100.00000 23100.00| LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0310 640003-001 LUMP| 0.01000 0.01| 2400.00000 2400.00| BUILDING EQUIPMENT | | | 0315 642001-001 1280.000 M | 3.00000 3840.00| 2.00000 2560.00| TEMPORARY BERM | | | 0320 642002-001 110.000 M | 50.00000 5500.00| 50.00000 5500.00| SLOPE DRAIN | | | 0325 642031-001 92.000 EA | 30.00000 2760.00| 100.00000 9200.00| DITCH CHECK | | | 0330 642004-002 52.000 KG | 98.00000 5096.00| 42.00000 2184.00| SEED MIXTURE, B | | | 0335 642004-003 22.000 KG | 120.00000 2640.00| 70.00000 1540.00| SEED MIXTURE, D | | | 0340 642005-001 10.000 MGR | 330.00000 3300.00| 200.00000 2000.00| MULCH, STRAW OR HAY | | | 0345 642006-001 2.000 MGR | 280.00000 560.00| 845.00000 1690.00| FERTILIZER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 009 -6 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9525408 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 31-1316393 | |MOUNTAINEER CONTRACTORS, INC|AHERN & ASSOCIATES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0350 642009-001 125.000 M | 10.00000 1250.00| 1.20000 150.00| CONTOUR DITCH | | | 0355 642010-001 1.000 MGR | 70.00000 70.00| 10.00000 10.00| AGRICULTURAL LIMESTONE | | | 0360 642011-001 1945.000 EA | 5.00000 9725.00| 8.00000 15560.00| HAY OR STRAW BALE | | | 0365 642012-001 6883.000 M | 3.25000 22369.75| 7.45000 51278.35| SILT FENCE | | | 0370 652001-001 1.000 MGR | 70.00000 70.00| 10.00000 10.00| AGRICULTURAL LIMESTONE | | | 0375 652002-001 2.000 MGR | 280.00000 560.00| 750.00000 1500.00| FERTILIZER, 10-20-10 | | | 0380 652002-002 1.000 MGR | 880.00000 880.00| 1000.00000 1000.00| FERTILIZER, UREA FORMALDEHYDE | | | 0385 652003-001 52.000 KG | 60.00000 3120.00| 40.00000 2080.00| SEED MIXTURES, B, C-1, OR C-2 | | | 0390 652003-002 22.000 KG | 80.00000 1760.00| 70.00000 1540.00| SEED MIXTURE, D | | | 0395 652004-001 10.000 MGR | 330.00000 3300.00| 200.00000 2000.00| STRAW OR HAY MULCH | | | 0400 655001-001 746.000 M2 | 1.60000 1193.60| 1.40000 1044.40| MATTING ,TEMPORARY | | | 0405 655002-001 844.000 M2 | 5.20000 4388.80| 6.00000 5064.00| PERMANENT EROSION MATTING, TYPE A | | | 0410 655002-001 106.000 M2 | 5.80000 614.80| 6.00000 636.00| PERMANENT EROSION MATTING, TYPE B | | | 0415 664001-008 18.000 EA | 3475.00000 62550.00| 4800.00000 86400.00| IMPACT ATTENUATING DEVICE, TYPE IV | | | 0420 664001-009 26.000 EA | 850.00000 22100.00| 1700.00000 44200.00| REMOVE AND RESET G.R.E.A.T. ATTENUATING | | | DEVICE, TYPE IV | | | 0421 681001-001 LUMP| 144.00000 144.00| 500.00000 500.00| ASBESTOS ABATEMENT, NUMBER 23-1/1 | | | 0422 681001-001 LUMP| 381.00000 381.00| 500.00000 500.00| ASBESTOS ABATEMENT, NUMBER 113/1 | | | 0423 681001-001 LUMP| 675.00000 675.00| 500.00000 500.00| ASBESTOS ABATEMENT, NUMBER 114/1 | | | 0440 401001-001 AA1 21266.800 MGR | 37.00000 786871.60| 42.00000 893205.60| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 009 -7 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9525408 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 31-1316393 | |MOUNTAINEER CONTRACTORS, INC|AHERN & ASSOCIATES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0445 401001-002 AA2 20298.700 MGR | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0450 401001-001 AB1 12229.900 MGR | 39.00000 476966.10| 40.00000 489196.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0455 401001-002 AB2 10616.400 MGR | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0460 402001-001 AC1 3036.500 MGR | | 47.00000 142715.50| MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0465 402001-002 AC2 2897.600 MGR | 48.00000 139084.80| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | 0470 636002-001 AD1 9679.100 MGR | 15.00000 145186.50| 18.00000 174223.80| AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0475 636002-002 AD2 9241.100 MGR | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | 0480 604002-012 AE1 132.700 M | 100.00000 13270.00| 180.00000 23886.00| 375 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0485 604025-012 AE2 132.700 M | | | 375 MM CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0490 604037-012 AE3 132.700 M | | | 375 MM REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0495 604002-012 AF1 37.000 M | 120.00000 4440.00| 170.00000 6290.00| 375 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0500 604072-112 AF1 2.000 EA | 300.00000 600.00| 410.00000 820.00| 375 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0505 604009-012 AF1 2.000 EA | 240.00000 480.00| 265.00000 530.00| 375 MM CORRUGATED STEEL PIPE END SECTION| | | 0510 604025-012 AF2 37.000 M | | | 375 MM CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 009 -8 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9525408 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 31-1316393 | |MOUNTAINEER CONTRACTORS, INC|AHERN & ASSOCIATES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0515 604072-112 AF2 2.000 EA | | | 375 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0520 604009-012 AF2 2.000 EA | | | 375 MM CORRUGATED STEEL PIPE END SECTION| | | 0525 604037-012 AF3 37.000 M | | | 375 MM REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0530 604071-012 AF3 2.000 EA | | | 375 MM REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0535 604038-012 AF3 2.000 EA | | | 375 MM REINFORCED CONCRETE PIPE END | | | SECTION | | | 0540 604002-012 AG1 7.000 M | 140.00000 980.00| 165.00000 1155.00| 375 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0545 604072-112 AG1 2.000 EA | 300.00000 600.00| 410.00000 820.00| 375 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0550 604025-012 AG2 7.000 M | | | 375 MM CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0555 604072-112 AG2 2.000 EA | | | 375 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0560 604037-012 AG3 7.000 M | | | 375 MM REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0565 604071-012 AG3 2.000 EA | | | 375 MM REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0570 604002-016 AH1 3507.500 M | 100.00000 350750.00| 175.00000 613812.50| 450 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0575 604025-016 AH2 3507.500 M | | | 450 MM CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0580 604037-016 AH3 3507.500 M | | | 450 MM REINFORCED CONCRETE PIPE, CLASS | | | III | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 009 -9 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9525408 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 31-1316393 | |MOUNTAINEER CONTRACTORS, INC|AHERN & ASSOCIATES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0585 604002-016 AJ1 96.500 M | 100.00000 9650.00| 170.00000 16405.00| 450 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0590 604072-116 AJ1 3.000 EA | 400.00000 1200.00| 550.00000 1650.00| 450 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0595 604025-016 AJ2 96.500 M | | | 450 MM CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0600 604072-116 AJ2 3.000 EA | | | 450 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0605 604037-016 AJ3 96.500 M | | | 450 MM REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0610 604071-016 AJ3 3.000 EA | | | 450 MM REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0615 604002-016 AK1 16.000 M | 100.00000 1600.00| 135.00000 2160.00| 450 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0620 604072-116 AK1 2.000 EA | 400.00000 800.00| 550.00000 1100.00| 450 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0625 604025-016 AK2 16.000 M | | | 450 MM CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0630 604072-116 AK2 2.000 EA | | | 450 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0635 604037-016 AK3 16.000 M | | | 450 MM REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0640 604071-016 AK3 2.000 EA | | | 450 MM REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0645 604002-020 AL1 570.800 M | 120.00000 68496.00| 200.00000 114160.00| 600 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0650 604025-020 AL2 570.800 M | | | 600 MM CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 009 -10 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9525408 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 31-1316393 | |MOUNTAINEER CONTRACTORS, INC|AHERN & ASSOCIATES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0655 604037-020 AL3 570.800 M | | | 600 MM REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0660 604002-020 AM1 4.500 M | 120.00000 540.00| 165.00000 742.50| 600 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0665 604025-020 AM2 4.500 M | | | 600 MM CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0670 604037-020 AM3 4.500 M | | | 600 MM REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0675 604002-022 AN1 121.100 M | 170.00000 20587.00| 345.00000 41779.50| 750 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0680 604025-022 AN2 121.100 M | | | 750 MM CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0685 604037-022 AN3 121.100 M | | | 750 MM REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0690 604002-022 AP1 39.000 M | 170.00000 6630.00| 290.00000 11310.00| 750 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0695 604072-122 AP1 1.000 EA | 1000.00000 1000.00| 800.00000 800.00| 750 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0700 604025-022 AP2 39.000 M | | | 750 MM CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0705 604072-122 AP2 1.000 EA | | | 750 MM CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0710 604037-022 AP3 39.000 M | | | 750 MM REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0715 604071-022 AP3 1.000 EA | | | 750 MM REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0720 604002-024 AR1 105.000 M | | 615.00000 64575.00| 900 MM FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 009 -11 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9525408 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 31-1316393 | |MOUNTAINEER CONTRACTORS, INC|AHERN & ASSOCIATES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0725 604025-024 AR2 105.000 M | 140.00000 14700.00| | 900 MM CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0730 604037-024 AR3 105.000 M | | | 900 MM REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0731 307005-001 AS1 436.900 MGR | 20.00000 8738.00| 25.00000 10922.50| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0732 307005-001 AS2 416.700 MGR | | | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | SECTION TOTALS | $ 7,088,707.61| $ 8,200,279.45| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 REINFORCED BOX CULVERT (COW CREEK) | | | 0735 203001-000 LUMP| 7500.00000 7500.00| 35000.00000 35000.00| DISMANTLING STRUCTURE | | | 0740 212001-000 35.000 M3 | 34.00000 1190.00| 25.00000 875.00| STRUCTURE EXCAVATION | | | 0745 212002-000 136.000 M3 | 17.00000 2312.00| 65.00000 8840.00| WET EXCAVATION | | | 0750 212005-000 73.000 M3 | 48.00000 3504.00| 140.00000 10220.00| SELECT MATERIAL FOR BACKFILLING | | | 0755 601002-001 237.000 M3 | 750.00000 177750.00| 610.00000 144570.00| CLASS B CONCRETE | | | 0760 602001-001 15135.000 KG | 1.77000 26788.95| 2.00000 30270.00| REINFORCING STEEL BAR | | | 0765 639001-001 LUMP| 800.00000 800.00| 15000.00000 15000.00| CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 219,844.95| $ 244,775.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 REINFORCED BOX CULVERT (MILL CREEK) | | | 0770 203001-000 LUMP| 7500.00000 7500.00| 55000.00000 55000.00| DISMANTLING STRUCTURE | | | 0775 212001-000 30.000 M3 | 40.00000 1200.00| 150.00000 4500.00| STRUCTURE EXCAVATION | | | 0780 601002-001 101.200 M3 | 1300.00000 131560.00| 900.00000 91080.00| CLASS B CONCRETE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 009 -12 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9525408 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 31-1316393 | |MOUNTAINEER CONTRACTORS, INC|AHERN & ASSOCIATES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0785 602001-001 2995.000 KG | 0.01000 29.95| 2.00000 5990.00| REINFORCING STEEL BAR | | | 0790 602002-001 1474.000 KG | 0.01000 14.74| 2.65000 3906.10| EPOXY COATED REINFORCING STEEL BAR | | | 0795 639001-001 LUMP| 800.00000 800.00| 15000.00000 15000.00| CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 141,104.69| $ 175,476.10| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 SIGNING AND PAVEMENT MARKINGS | | | 0800 657008-001 21.000 M | 13.45000 282.45| 14.40000 302.40| 2.98 KG CHANNEL POST | | | 0805 657010-001 535.000 M | 17.25000 9228.75| 13.70000 7329.50| 4.5 KG CHANNEL POST | | | 0810 657018-001 9.000 EA | 25.00000 225.00| 55.00000 495.00| POST REMOVAL | | | 0815 661001-001 61.000 M2 | 148.00000 9028.00| 150.00000 9150.00| 2 MM FLAT SHEET SIGN | | | 0820 661011-001 4.000 EA | 45.00000 180.00| 80.00000 320.00| INSTALLATION OF REUSABLE SIGN | | | 0825 663001-004 9784.000 M | 0.45000 4402.80| 0.45000 4402.80| EDGE LINE, TYPE II ,WHITE | | | 0830 663002-005 2130.000 M | 0.45000 958.50| 0.45000 958.50| LANE LINE OR CENTERLINE, TYPE II ,YELLOW| | | 0835 663003-005 9575.000 M | 0.45000 4308.75| 0.45000 4308.75| BARRIER LINE, TYPE II ,YELLOW | | | 0840 663004-004 150.000 M | 1.00000 150.00| 1.00000 150.00| CHANNELIZING LINE, TYPE II ,WHITE | | | 0845 663005-010 190.000 M | 38.00000 7220.00| 40.00000 7600.00| STOP LINE, TYPE V | | | 0850 663010-010 58.000 EA | 145.00000 8410.00| 150.00000 8700.00| LANE ARROW, TYPE V | | | 0855 663011-010 12.000 EA | 48.00000 576.00| 50.00000 600.00| LANE LETTER, TYPE V | | | SECTION TOTALS | $ 44,970.25| $ 44,316.95| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 CONCRETE LAGGING WALL | | | 0860 614001-058 86.000 M | 210.00000 18060.00| 255.00000 21930.00| W200X46 STEEL PILE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 009 -13 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9525408 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 31-1316393 | |MOUNTAINEER CONTRACTORS, INC|AHERN & ASSOCIATES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0865 614003-001 43.000 M2 | 100.00000 4300.00| 265.00000 11395.00| CONCRETE LAGGING, THICKNESS 150MM | | | 0870 617003-001 16.000 M | 500.00000 8000.00| 570.00000 9120.00| ALUMINUM RAILING | | | 0871 633003-001 123.000 M3 | 70.00000 8610.00| 80.00000 9840.00| DUMPED ROCK GUTTER | | | 0880 639001-001 LUMP| 200.00000 200.00| 15000.00000 15000.00| CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 39,170.00| $ 67,285.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 COMPUTER SYSTEM | | | 0885 640004-001 LUMP| 2500.00000 2500.00| 4500.00000 4500.00| COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 2,500.00| $ 4,500.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 ON THE JOB TRAINING | | | 0890 699000-001 1000.000 HR | 0.80000 800.00| 0.80000 800.00| ON JOB TRAINING | | | SECTION TOTALS | $ 800.00| $ 800.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 WATERLINE RELOCATION | | | 0895 639001-001 LUMP| 7800.00000 7800.00| 15000.00000 15000.00| CONSTRUCTION LAYOUT STAKE | | | 0900 670007-018 14.000 M | 85.00000 1190.00| 270.00000 3780.00| 100 MM PLASTIC PIPE, CLASS 200 | | | 0905 670007-020 78.500 M | 95.00000 7457.50| 200.00000 15700.00| 150 MM PLASTIC PIPE, CLASS 200 | | | 0910 670007-024 666.000 M | 112.00000 74592.00| 165.00000 109890.00| 250 MM PLASTIC PIPE, CLASS 200 | | | 0915 670007-026 18.500 M | 250.00000 4625.00| 465.00000 8602.50| 300 MM PLASTIC PIPE, CLASS 200. | | | 0920 670008-040 56.500 M | 160.00000 9040.00| 150.00000 8475.00| 19 MM COPPER SERVICE PIPE | | | 0925 670009-240 4.000 EA | 1400.00000 5600.00| 1700.00000 6800.00| 250 MM GATE VALVE AND VALVE BOX | | | 0930 670010-080 16.000 M | 174.00000 2784.00| 240.00000 3840.00| 32 MM STEEL CASING PIPE, THICKNESS 3.56 | | | MM | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 009 -14 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9525408 COUNTIES : PUTNAM LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 55-0481221 |(2) 31-1316393 | |MOUNTAINEER CONTRACTORS, INC|AHERN & ASSOCIATES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0935 670010-380 82.500 M | 350.00000 28875.00| 460.00000 37950.00| 600 MM STEEL CASING PIPE, THICKNESS | | | 6.35 MM | | | 0940 670013-200 3.000 EA | 2700.00000 8100.00| 3200.00000 9600.00| 150 MM FIRE HYDRANT | | | 0945 670016-001 12.000 EA | 650.00000 7800.00| 360.00000 4320.00| RELOCATE METER | | | 0950 670018-001 12.000 EA | 170.00000 2040.00| 75.00000 900.00| RELOCATE METER BOX | | | 0955 670019-001 4.000 EA | 1400.00000 5600.00| 1100.00000 4400.00| SPECIAL VALVE, AIR RELEASE | | | 0960 670019-120 4.000 EA | 1500.00000 6000.00| 1100.00000 4400.00| 50 MM SPECIAL VALVE, BLOWOFF ASSEMBLY | | | 0965 670021-040 170.000 M | 73.00000 12410.00| 73.00000 12410.00| 19 MM HOUSE CONNECTION | | | SECTION TOTALS | $ 183,913.50| $ 246,067.50| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,721,011.00| $ 8,983,500.00| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 010 -1 VENDOR RANKING CALL ORDER : 010 CONTRACT ID : 0131240 COUNTIES : KANAWHA LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : CHARLESTON SIGNAL HEAD REPLACEMENT PROJECT(S) : S320-0CBD/00-001.00 00 STPG 0060 172 E00 LOCATION: WV 25 FROM WV 62 TO CR 21; US 60 FROM CR 21 TO WV 114 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0646159 WEST VIRGINIA SIGNAL AND LIGHT, INC. $ 384,925.00 100.0000% 2 55-0343932 BAYLISS & RAMEY, INC. $ 400,979.47 104.1708% 3 54-0458233 DAVIS H. ELLIOT COMPANY, INC. $ 402,947.00 104.6819% 55-0715431 STEALTH, LTD. IRREGULAR 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 010 -2 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0131240 COUNTIES : KANAWHA LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 55-0646159 |(2) 55-0343932 |(3) 54-0458233 |WEST VIRGINIA SIGNAL & LIGHT|BAYLISS & RAMEY, INC. |DAVIS H. ELLIOT COMPANY, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL | | | 0005 204001-000 LUMP| 21250.00000 21250.00| 6000.00000 6000.00| 4367.00000 4367.00 MOBILIZATION | | | 0010 636011-001 30500.000 UN | 0.10000 3050.00| 0.10000 3050.00| 0.75000 22875.00 TRAFFIC CONTROL DEVICE | | | 0015 636014-001 550.000 HR | 40.00000 22000.00| 5.00000 2750.00| 0.10000 55.00 FLAGGER | | | 0020 636021-001 25.000 DA | 10.00000 250.00| 25.00000 625.00| 18.00000 450.00 ELECTRIC ARROW | | | 0025 660003-001 79.000 EA | 475.00000 37525.00| 502.60000 39705.40| 350.00000 27650.00 SIGNAL SECTION, G-16 | | | 0030 660003-005 15.000 EA | 900.00000 13500.00| 1079.35000 16190.25| 410.00000 6150.00 SIGNAL SECTION, V-12P | | | 0035 660003-006 1056.000 EA | 250.00000 264000.00| 285.77000 301773.12| 300.00000 316800.00 SIGNAL SECTION, V-12 | | | 0040 660003-008 96.000 EA | 225.00000 21600.00| 219.05000 21028.80| 250.00000 24000.00 SIGNAL SECTION, V-8 | | | 0045 660007-001 LUMP| 1750.00000 1750.00| 9856.90000 9856.90| 600.00000 600.00 MISCELLANEOUS SIGNAL 01 | | | SECTION TOTALS | $ 384,925.00| $ 400,979.47| $ 402,947.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 384,925.00| $ 400,979.47| $ 402,947.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 011 -1 VENDOR RANKING CALL ORDER : 011 CONTRACT ID : 0022845 COUNTIES : OHIO LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : 26TH STREET COLLECTOR SIGNAL SYSTEM PROJECT(S) : S335-0250/00-000.42 00 CMAQ 0250 135 E00 LOCATION: I/S US 250 & I-470 RAMPS; EOFF ST. TO US 250 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 54-0458233 DAVIS H. ELLIOT COMPANY, INC. $ 333,350.00 100.0000% 2 55-0343932 BAYLISS & RAMEY, INC. $ 373,770.25 112.1254% 3 55-0646159 WEST VIRGINIA SIGNAL AND LIGHT, INC. $ 396,365.00 118.9035% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 011 -2 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0022845 COUNTIES : OHIO LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 06 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 SIGNAL | | | 0005 204001-000 LUMP| 5500.00000 5500.00| 6329.00000 6329.00| 24500.00000 24500.00 MOBILIZATION | | | 0010 636011-001 16500.000 UN | 0.60000 9900.00| 0.10000 1650.00| 0.01000 165.00 TRAFFIC CONTROL DEVICE | | | 0015 636014-001 500.000 HR | 0.10000 50.00| 1.00000 500.00| 40.00000 20000.00 FLAGGER | | | 0020 636021-001 50.000 DA | 15.00000 750.00| 10.00000 500.00| 10.00000 500.00 ELECTRIC ARROW | | | 0025 636025-001 800.000 DA | 1.25000 1000.00| 1.00000 800.00| 2.00000 1600.00 WARNING LIGHTS, TYPE B | | | 0030 660001-001 LUMP| 9000.00000 9000.00| 9688.71000 9688.71| 9500.00000 9500.00 SIGNAL CONTROLLER 01 | | | 0035 660001-001 LUMP| 9000.00000 9000.00| 9833.76000 9833.76| 9500.00000 9500.00 SIGNAL CONTROLLER 02 | | | 0040 660001-001 LUMP| 9000.00000 9000.00| 9273.19000 9273.19| 8500.00000 8500.00 SIGNAL CONTROLLER 03 | | | 0045 660001-001 LUMP| 9000.00000 9000.00| 9273.19000 9273.19| 8500.00000 8500.00 SIGNAL CONTROLLER 04 | | | 0050 660001-001 LUMP| 9000.00000 9000.00| 10964.73000 10964.73| 10000.00000 10000.00 SIGNAL CONTROLLER 05 | | | 0055 660001-001 LUMP| 9000.00000 9000.00| 9199.59000 9199.59| 8500.00000 8500.00 SIGNAL CONTROLLER 06 | | | 0060 660002-005 40.000 EA | 350.00000 14000.00| 207.74000 8309.60| 150.00000 6000.00 TRAFFIC DETECTOR, LPS-C | | | 0065 660003-001 18.000 EA | 500.00000 9000.00| 609.22000 10965.96| 550.00000 9900.00 SIGNAL SECTION, G-16 | | | 0070 660003-005 14.000 EA | 500.00000 7000.00| 779.48000 10912.72| 750.00000 10500.00 SIGNAL SECTION, V-12P | | | 0075 660003-006 134.000 EA | 350.00000 46900.00| 317.48000 42542.32| 300.00000 40200.00 SIGNAL SECTION, V-12 | | | 0080 660003-008 3.000 EA | 275.00000 825.00| 399.22000 1197.66| 175.00000 525.00 SIGNAL SECTION, V-8 | | | 0085 660004-025 2.000 EA | 5000.00000 10000.00| 8683.96000 17367.92| 7500.00000 15000.00 SIGNAL SUPPORT, A1 | | | 0090 660004-042 1.000 EA | 4500.00000 4500.00| 8059.58000 8059.58| 6500.00000 6500.00 SIGNAL SUPPORT, C1L | | | 0095 660004-050 2.000 EA | 1000.00000 2000.00| 2088.90000 4177.80| 2000.00000 4000.00 SIGNAL SUPPORT, E1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 011 -3 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0022845 COUNTIES : OHIO LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 06 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 660004-051 1.000 EA | 500.00000 500.00| 1447.60000 1447.60| 1000.00000 1000.00 SIGNAL SUPPORT, INSTALLATION ONLY, E1 | | | 0105 660005-010 9.000 EA | 1000.00000 9000.00| 1429.39000 12864.51| 1000.00000 9000.00 JUNCTION BOX, TYPE H | | | 0110 660006-001 LUMP| 10000.00000 10000.00| 32381.50000 32381.50| 8500.00000 8500.00 SIGNAL INTERCONNECT | | | 0115 660007-001 LUMP| 25000.00000 25000.00| 39713.27000 39713.27| 44500.00000 44500.00 MISCELLANEOUS SIGNAL 01 | | | 0120 660007-001 LUMP| 25000.00000 25000.00| 26381.39000 26381.39| 26500.00000 26500.00 MISCELLANEOUS SIGNAL 02 | | | 0125 660007-001 LUMP| 15000.00000 15000.00| 7316.35000 7316.35| 8500.00000 8500.00 MISCELLANEOUS SIGNAL 03 | | | 0130 660007-001 LUMP| 15000.00000 15000.00| 13195.58000 13195.58| 28500.00000 28500.00 MISCELLANEOUS SIGNAL 04 | | | 0135 660007-001 LUMP| 12000.00000 12000.00| 12948.54000 12948.54| 33500.00000 33500.00 MISCELLANEOUS SIGNAL 05 | | | 0140 660007-001 LUMP| 10000.00000 10000.00| 6968.86000 6968.86| 11000.00000 11000.00 MISCELLANEOUS SIGNAL 06 | | | 0145 660010-001 1.000 EA | 2500.00000 2500.00| 2338.44000 2338.44| 2000.00000 2000.00 PRIORITY CONTROL SYSTEM DETECTOR D1 | | | 0150 660010-001 3.000 EA | 5000.00000 15000.00| 3038.44000 9115.32| 3000.00000 9000.00 PRIORITY CONTROL SYSTEM DETECTOR D2 | | | 0155 660010-001 2.000 EA | 7500.00000 15000.00| 4158.44000 8316.88| 4000.00000 8000.00 PRIORITY CONTROL SYSTEM DETECTOR D3 | | | 0160 660010-010 1.000 EA | 2800.00000 2800.00| 2137.92000 2137.92| 1500.00000 1500.00 PRIORITY CONTROL SYSTEM EMITTER | | | 0165 660016-001 1.000 EA | 3500.00000 3500.00| 3831.17000 3831.17| 3000.00000 3000.00 AREA MASTER CONTROLLER | | | 0170 660017-001 LUMP| 1000.00000 1000.00| 1614.94000 1614.94| 500.00000 500.00 INTERSECTION PHONE SYSTEM | | | 0175 660019-001 LUMP| 1500.00000 1500.00| 1459.61000 1459.61| 1000.00000 1000.00 DOCUMENTATION AND TRAINING | | | 0180 661001-001 85.000 SF | 25.00000 2125.00| 78.26000 6652.10| 25.00000 2125.00 0.080 IN FLAT SHEET SIGN | | | 0185 662002-001 LUMP| 2000.00000 2000.00| 12871.71000 12871.71| 2000.00000 2000.00 GALVANIZED STEEL CONDUIT | | | 0190 662007-001 1.000 EA | 500.00000 500.00| 469.22000 469.22| 350.00000 350.00 LUMINAIRE, 250W | | | 0195 662014-001 LUMP| 500.00000 500.00| 199.61000 199.61| 2000.00000 2000.00 INCIDENTAL ELECTRICAL WORK | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 011 -4 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0022845 COUNTIES : OHIO LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 06 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 TOTALS | $ 333,350.00| $ 373,770.25| $ 396,365.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 333,350.00| $ 373,770.25| $ 396,365.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 012 -1 VENDOR RANKING CALL ORDER : 012 CONTRACT ID : 0121304 COUNTIES : PRESTON LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : GLADE RUN BRIDGE PROJECT(S) : S339-0008/00-001.00 00 LOCATION: /GLADE RUN, 0.36 MI N CO 8/4 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 118,817.75 100.0000% 2 55-0491480 LANG BROTHERS, INC. $ 143,894.75 121.1054% 3 55-0674033 SMH CONSTRUCTION CO., INC. $ 145,473.22 122.4339% 4 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 154,903.00 130.3702% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 012 -2 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0121304 COUNTIES : PRESTON LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0710073 |(2) 55-0491480 |(3) 55-0674033 |TEAYS RIVER CONSTRUCTION COM|LANG BROTHERS, INC. |SMH CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SUPERSTRUCTURE REPLACEMENT | | | 0005 203001-000 LUMP| 18500.00000 18500.00| 25000.00000 25000.00| 17240.00000 17240.00 DISMANTLING STRUCTURE | | | 0010 204001-000 LUMP| 3500.00000 3500.00| 4000.00000 4000.00| 20270.00000 20270.00 MOBILIZATION | | | 0015 212005-000 3.500 CY | 190.00000 665.00| 350.00000 1225.00| 150.00000 525.00 SELECT MATERIAL FOR BACKFILLING | | | 0020 229001-000 0.030 MI | 20000.00000 600.00| 15000.00000 450.00| 9482.00000 284.46 SHOULDER AND DITCH | | | 0025 307001-000 3.000 CY | 265.00000 795.00| 324.00000 972.00| 100.00000 300.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0030 408002-001 10.000 GA | 5.50000 55.00| 6.00000 60.00| 5.70000 57.00 BITUMINOUS MATERIAL | | | 0035 601002-001 6.500 CY | 1400.00000 9100.00| 1100.00000 7150.00| 1710.00000 11115.00 CLASS B CONCRETE | | | 0040 601013-001 LUMP| 550.00000 550.00| 2000.00000 2000.00| 275.00000 275.00 EPOXY RESIN PROTECTIVE COATING | | | 0045 602002-001 679.000 LB | 3.25000 2206.75| 3.25000 2206.75| 1.50000 1018.50 EPOXY COATED REINFORCING STEEL BAR | | | 0050 603016-007 270.000 LF | 150.00000 40500.00| 169.00000 45630.00| 129.25000 34897.50 17X36 INCH PRESTRESSED CONCRETE BOX BEAM| | | 0055 607065-001 4.000 EA | 1800.00000 7200.00| 2100.00000 8400.00| 1775.00000 7100.00 FLARED END TERMINAL | | | 0060 636007-001 2400.000 LF | 0.60000 1440.00| 0.40000 960.00| 0.38000 912.00 ERADICATION OF PAVEMENT MARKING | | | 0065 636009-001 2400.000 LF | 1.00000 2400.00| 1.10000 2640.00| 1.14000 2736.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0070 636011-001 2760.000 UN | 1.00000 2760.00| 1.00000 2760.00| 1.65000 4554.00 TRAFFIC CONTROL DEVICE | | | 0075 636014-001 100.000 HR | 0.01000 1.00| 50.00000 5000.00| 40.10000 4010.00 FLAGGER | | | 0080 636017-001 60.000 LF | 45.00000 2700.00| 35.00000 2100.00| 37.60000 2256.00 TEMPORARY CONCRETE BARRIER | | | 0085 636018-001 60.000 LF | 3.00000 180.00| 15.00000 900.00| 8.90000 534.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0090 636023-001 1.000 LS | 10000.00000 10000.00| 15000.00000 15000.00| 20500.00000 20500.00 TEMPORARY TRAFFIC SIGNAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 012 -3 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0121304 COUNTIES : PRESTON LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0710073 |(2) 55-0491480 |(3) 55-0674033 |TEAYS RIVER CONSTRUCTION COM|LANG BROTHERS, INC. |SMH CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 636025-001 340.000 DA | 1.25000 425.00| 1.75000 595.00| 1.99000 676.60 WARNING LIGHTS, TYPE B | | | 0100 639001-001 LUMP| 1000.00000 1000.00| 3000.00000 3000.00| 2520.00000 2520.00 CONSTRUCTION LAYOUT STAKE | | | 0105 640005-001 3.000 MO | 1000.00000 3000.00| 900.00000 2700.00| 1135.00000 3405.00 MINIMAL FIELD OFFICE | | | 0110 642004-004 1.000 LB | 1000.00000 1000.00| 1000.00000 1000.00| 12.65000 12.65 SEED MIXTURE, L | | | 0115 642005-001 0.030 TN | 3000.00000 90.00| 3200.00000 96.00| 2580.00000 77.40 MULCH, STRAW OR HAY | | | 0120 642006-001 0.010 TN | 20000.00000 200.00| 22000.00000 220.00| 886.00000 8.86 FERTILIZER | | | 0125 642012-001 40.000 LF | 2.50000 100.00| 2.00000 80.00| 2.45000 98.00 SILT FENCE | | | 0130 663002-005 2000.000 LF | 0.50000 1000.00| 0.45000 900.00| 0.48000 960.00 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0135 401001-001 AA1 4.500 TN | 300.00000 1350.00| 300.00000 1350.00| 309.50000 1392.75 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0140 401001-002 AA2 4.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0145 401002-001 BB1 25.000 TN | 300.00000 7500.00| 300.00000 7500.00| 309.50000 7737.50 MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE I | | | 0150 401002-002 BB2 22.800 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE I | | | SECTION TOTALS | $ 118,817.75| $ 143,894.75| $ 145,473.22 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 118,817.75| $ 143,894.75| $ 145,473.22 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 012 -4 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0121304 COUNTIES : PRESTON LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 62-1345425 | | |BILCO CONSTRUCTION COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SUPERSTRUCTURE REPLACEMENT | | | 0005 203001-000 LUMP| 29300.00000 29300.00| | DISMANTLING STRUCTURE | | | 0010 204001-000 LUMP| 10000.00000 10000.00| | MOBILIZATION | | | 0015 212005-000 3.500 CY | 200.00000 700.00| | SELECT MATERIAL FOR BACKFILLING | | | 0020 229001-000 0.030 MI | 20000.00000 600.00| | SHOULDER AND DITCH | | | 0025 307001-000 3.000 CY | 200.00000 600.00| | AGGREGATE BASE COURSE, CLASS 1 | | | 0030 408002-001 10.000 GA | 1.00000 10.00| | BITUMINOUS MATERIAL | | | 0035 601002-001 6.500 CY | 1500.00000 9750.00| | CLASS B CONCRETE | | | 0040 601013-001 LUMP| 1500.00000 1500.00| | EPOXY RESIN PROTECTIVE COATING | | | 0045 602002-001 679.000 LB | 2.00000 1358.00| | EPOXY COATED REINFORCING STEEL BAR | | | 0050 603016-007 270.000 LF | 200.00000 54000.00| | 17X36 INCH PRESTRESSED CONCRETE BOX BEAM| | | 0055 607065-001 4.000 EA | 2000.00000 8000.00| | FLARED END TERMINAL | | | 0060 636007-001 2400.000 LF | 0.50000 1200.00| | ERADICATION OF PAVEMENT MARKING | | | 0065 636009-001 2400.000 LF | 1.20000 2880.00| | TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0070 636011-001 2760.000 UN | 0.75000 2070.00| | TRAFFIC CONTROL DEVICE | | | 0075 636014-001 100.000 HR | 35.00000 3500.00| | FLAGGER | | | 0080 636017-001 60.000 LF | 20.00000 1200.00| | TEMPORARY CONCRETE BARRIER | | | 0085 636018-001 60.000 LF | 10.00000 600.00| | REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0090 636023-001 1.000 LS | 7500.00000 7500.00| | TEMPORARY TRAFFIC SIGNAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 012 -5 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0121304 COUNTIES : PRESTON LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 62-1345425 | | |BILCO CONSTRUCTION COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 636025-001 340.000 DA | 3.00000 1020.00| | WARNING LIGHTS, TYPE B | | | 0100 639001-001 LUMP| 10000.00000 10000.00| | CONSTRUCTION LAYOUT STAKE | | | 0105 640005-001 3.000 MO | 400.00000 1200.00| | MINIMAL FIELD OFFICE | | | 0110 642004-004 1.000 LB | 100.00000 100.00| | SEED MIXTURE, L | | | 0115 642005-001 0.030 TN | 1000.00000 30.00| | MULCH, STRAW OR HAY | | | 0120 642006-001 0.010 TN | 1000.00000 10.00| | FERTILIZER | | | 0125 642012-001 40.000 LF | 2.00000 80.00| | SILT FENCE | | | 0130 663002-005 2000.000 LF | 0.75000 1500.00| | LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0135 401001-001 AA1 4.500 TN | 210.00000 945.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0140 401001-002 AA2 4.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0145 401002-001 BB1 25.000 TN | 210.00000 5250.00| | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE I | | | 0150 401002-002 BB2 22.800 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE I | | | SECTION TOTALS | $ 154,903.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 154,903.00| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 013 -1 VENDOR RANKING CALL ORDER : 013 CONTRACT ID : 9826507 COUNTIES : JACKSON LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : BELGROVE BRIDGE +1 PROJECT(S) : S318-0034/19-002.12 00 LOCATION: /BEAR FORK, 0.01 MI W CO 25/3 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 336,384.50 100.0000% 2 61-0911548 ROBERTS CONSTRUCTION COMPANY $ 341,834.80 101.6202% 3 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 378,857.60 112.6263% 4 55-0674033 SMH CONSTRUCTION CO., INC. $ 390,253.40 116.0140% 5 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 446,509.00 132.7376% 6 31-1622948 R.C. CONSTRUCTION COMPANY AND SON, INC. $ 448,039.20 133.1925% 7 55-0417282 TURMAN CONSTRUCTION CO. $ 456,636.50 135.7483% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 013 -2 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 9826507 COUNTIES : JACKSON LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0710073 |(2) 61-0911548 |(3) 55-0487806 |TEAYS RIVER CONSTRUCTION COM|ROBERTS CONSTRUCTION COMPANY|ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BELGROVE BRIDGE +1 | | | 0005 203001-000 LUMP| 20500.00000 20500.00| 11000.00000 11000.00| 21775.00000 21775.00 DISMANTLING STRUCTURE | | | 0010 204001-000 LUMP| 9000.00000 9000.00| 12000.00000 12000.00| 22000.00000 22000.00 MOBILIZATION | | | 0015 207001-001 78.000 CY | 50.00000 3900.00| 28.00000 2184.00| 25.00000 1950.00 UNCLASSIFIED EXCAVATION | | | 0020 207032-000 700.000 SY | 2.00000 1400.00| 2.00000 1400.00| 2.20000 1540.00 FABRIC FOR SUBSURFACE DRAINAGE | | | 0025 207034-000 1100.000 SY | 1.00000 1100.00| 2.00000 2200.00| 1.20000 1320.00 FABRIC FOR SEPARATION | | | 0030 211001-000 354.000 CY | 27.00000 9558.00| 12.00000 4248.00| 20.00000 7080.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 212005-000 15.000 CY | 145.00000 2175.00| 60.00000 900.00| 120.00000 1800.00 SELECT MATERIAL FOR BACKFILLING | | | 0040 218006-000 560.000 CY | 30.00000 16800.00| 55.00000 30800.00| 50.00000 28000.00 FOUNDATION PROTECTION | | | 0045 307005-001 AA1 800.000 TN | 15.00000 12000.00| 28.00000 22400.00| 20.00000 16000.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0050 307005-002 AA2 764.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0055 307005-001 BB1 90.000 TN | 40.00000 3600.00| 28.00000 2520.00| 41.00000 3690.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0060 307005-002 BB2 86.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0065 401001-001 CC1 230.000 TN | 50.00000 11500.00| 55.00000 12650.00| 50.00000 11500.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0070 401001-002 CC2 220.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0075 401002-001 DD1 46.000 TN | 60.00000 2760.00| 64.00000 2944.00| 60.00000 2760.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE I | | | 0080 401002-002 DD2 44.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE I | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 013 -3 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 9826507 COUNTIES : JACKSON LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0710073 |(2) 61-0911548 |(3) 55-0487806 |TEAYS RIVER CONSTRUCTION COM|ROBERTS CONSTRUCTION COMPANY|ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0085 601002-001 31.000 CY | 540.00000 16740.00| 540.00000 16740.00| 850.00000 26350.00 CLASS B CONCRETE | | | 0090 602002-001 5192.000 LB | 1.00000 5192.00| 0.90000 4672.80| 1.30000 6749.60 EPOXY COATED REINFORCING STEEL BAR | | | 0095 603016-024 572.000 LF | 120.00000 68640.00| 127.00000 72644.00| 120.00000 68640.00 33X36 INCH PRESTRESSED CONCRETE BOX BEAM| | | 0100 604001-016 60.000 LF | 66.00000 3960.00| 50.00000 3000.00| 52.00000 3120.00 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, | | | 0105 604070-112 40.000 LF | 1750.00000 70000.00| 1570.00000 62800.00| 1500.00000 60000.00 20X7 FT PRECAST CONCRETE BOX CULVERT | | | 0110 607001-001 375.000 LF | 21.50000 8062.50| 25.00000 9375.00| 15.00000 5625.00 TYPE 1 GUARDRAIL, CLASS 3 | | | 0115 616004-009 235.000 LF | 43.00000 10105.00| 35.00000 8225.00| 54.00000 12690.00 HP12X84 STEEL BEARING PILE, DRIVEN | | | 0120 636001-001 LUMP| 3000.00000 3000.00| 8000.00000 8000.00| 12000.00000 12000.00 TRAFFIC CONTROL | | | 0125 636005-001 1.000 LS | 45000.00000 45000.00| 36000.00000 36000.00| 46500.00000 46500.00 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0130 638002-001 12.000 EA | 50.00000 600.00| 50.00000 600.00| 55.00000 660.00 RIGHT OF WAY MARKER | | | 0135 639001-001 LUMP| 1500.00000 1500.00| 4800.00000 4800.00| 4600.00000 4600.00 CONSTRUCTION LAYOUT STAKE | | | 0140 640005-001 6.000 MO | 750.00000 4500.00| 725.00000 4350.00| 1200.00000 7200.00 MINIMAL FIELD OFFICE | | | 0145 642004-004 116.000 LB | 12.00000 1392.00| 14.50000 1682.00| 13.00000 1508.00 SEED MIXTURE, L | | | 0150 642005-001 2.000 TN | 900.00000 1800.00| 1050.00000 2100.00| 1000.00000 2000.00 MULCH, STRAW OR HAY | | | 0155 642006-001 0.400 TN | 1500.00000 600.00| 1750.00000 700.00| 1700.00000 680.00 FERTILIZER | | | 0160 642031-001 4.000 EA | 250.00000 1000.00| 225.00000 900.00| 280.00000 1120.00 DITCH CHECK | | | SECTION TOTALS | $ 336,384.50| $ 341,834.80| $ 378,857.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 336,384.50| $ 341,834.80| $ 378,857.60 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 013 -4 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 9826507 COUNTIES : JACKSON LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0674033 |(5) 62-1345425 |(6) 31-1622948 |SMH CONSTRUCTION CO., INC. |BILCO CONSTRUCTION COMPANY, |R.C. CONSTRUCTION COMPANY AN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BELGROVE BRIDGE +1 | | | 0005 203001-000 LUMP| 13830.00000 13830.00| 25000.00000 25000.00| 25000.00000 25000.00 DISMANTLING STRUCTURE | | | 0010 204001-000 LUMP| 40375.00000 40375.00| 12000.00000 12000.00| 39000.00000 39000.00 MOBILIZATION | | | 0015 207001-001 78.000 CY | 11.00000 858.00| 20.00000 1560.00| 12.00000 936.00 UNCLASSIFIED EXCAVATION | | | 0020 207032-000 700.000 SY | 1.25000 875.00| 1.50000 1050.00| 1.50000 1050.00 FABRIC FOR SUBSURFACE DRAINAGE | | | 0025 207034-000 1100.000 SY | 1.00000 1100.00| 1.50000 1650.00| 1.25000 1375.00 FABRIC FOR SEPARATION | | | 0030 211001-000 354.000 CY | 13.15000 4655.10| 18.00000 6372.00| 12.00000 4248.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 212005-000 15.000 CY | 116.00000 1740.00| 80.00000 1200.00| 60.00000 900.00 SELECT MATERIAL FOR BACKFILLING | | | 0040 218006-000 560.000 CY | 48.00000 26880.00| 40.00000 22400.00| 58.00000 32480.00 FOUNDATION PROTECTION | | | 0045 307005-001 AA1 800.000 TN | 23.30000 18640.00| 27.00000 21600.00| 20.00000 16000.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0050 307005-002 AA2 764.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0055 307005-001 BB1 90.000 TN | 30.00000 2700.00| 27.00000 2430.00| 20.00000 1800.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0060 307005-002 BB2 86.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0065 401001-001 CC1 230.000 TN | 51.70000 11891.00| 50.00000 11500.00| 58.00000 13340.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0070 401001-002 CC2 220.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0075 401002-001 DD1 46.000 TN | 62.00000 2852.00| 60.00000 2760.00| 60.00000 2760.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE I | | | 0080 401002-002 DD2 44.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE I | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 013 -5 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 9826507 COUNTIES : JACKSON LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0674033 |(5) 62-1345425 |(6) 31-1622948 |SMH CONSTRUCTION CO., INC. |BILCO CONSTRUCTION COMPANY, |R.C. CONSTRUCTION COMPANY AN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0085 601002-001 31.000 CY | 662.00000 20522.00| 950.00000 29450.00| 460.00000 14260.00 CLASS B CONCRETE | | | 0090 602002-001 5192.000 LB | 1.00000 5192.00| 1.00000 5192.00| 0.60000 3115.20 EPOXY COATED REINFORCING STEEL BAR | | | 0095 603016-024 572.000 LF | 112.30000 64235.60| 150.00000 85800.00| 175.00000 100100.00 33X36 INCH PRESTRESSED CONCRETE BOX BEAM| | | 0100 604001-016 60.000 LF | 51.45000 3087.00| 65.00000 3900.00| 45.00000 2700.00 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, | | | 0105 604070-112 40.000 LF | 1927.25000 77090.00| 2500.00000 100000.00| 1450.00000 58000.00 20X7 FT PRECAST CONCRETE BOX CULVERT | | | 0110 607001-001 375.000 LF | 22.75000 8531.25| 22.00000 8250.00| 26.00000 9750.00 TYPE 1 GUARDRAIL, CLASS 3 | | | 0115 616004-009 235.000 LF | 48.35000 11362.25| 37.00000 8695.00| 35.00000 8225.00 HP12X84 STEEL BEARING PILE, DRIVEN | | | 0120 636001-001 LUMP| 8840.00000 8840.00| 6000.00000 6000.00| 13000.00000 13000.00 TRAFFIC CONTROL | | | 0125 636005-001 1.000 LS | 45900.00000 45900.00| 55000.00000 55000.00| 69500.00000 69500.00 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0130 638002-001 12.000 EA | 50.00000 600.00| 100.00000 1200.00| 300.00000 3600.00 RIGHT OF WAY MARKER | | | 0135 639001-001 LUMP| 6670.00000 6670.00| 28500.00000 28500.00| 11900.00000 11900.00 CONSTRUCTION LAYOUT STAKE | | | 0140 640005-001 6.000 MO | 1134.00000 6804.00| 400.00000 2400.00| 1400.00000 8400.00 MINIMAL FIELD OFFICE | | | 0145 642004-004 116.000 LB | 15.00000 1740.00| 10.00000 1160.00| 30.00000 3480.00 SEED MIXTURE, L | | | 0150 642005-001 2.000 TN | 1177.00000 2354.00| 500.00000 1000.00| 600.00000 1200.00 MULCH, STRAW OR HAY | | | 0155 642006-001 0.400 TN | 1055.00000 422.00| 600.00000 240.00| 800.00000 320.00 FERTILIZER | | | 0160 642031-001 4.000 EA | 126.80000 507.20| 50.00000 200.00| 400.00000 1600.00 DITCH CHECK | | | SECTION TOTALS | $ 390,253.40| $ 446,509.00| $ 448,039.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 390,253.40| $ 446,509.00| $ 448,039.20 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 013 -6 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 9826507 COUNTIES : JACKSON LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 03 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 BELGROVE BRIDGE +1 | | | 0005 203001-000 LUMP| 20000.00000 20000.00| | DISMANTLING STRUCTURE | | | 0010 204001-000 LUMP| 18000.00000 18000.00| | MOBILIZATION | | | 0015 207001-001 78.000 CY | 12.00000 936.00| | UNCLASSIFIED EXCAVATION | | | 0020 207032-000 700.000 SY | 1.55000 1085.00| | FABRIC FOR SUBSURFACE DRAINAGE | | | 0025 207034-000 1100.000 SY | 1.55000 1705.00| | FABRIC FOR SEPARATION | | | 0030 211001-000 354.000 CY | 50.00000 17700.00| | UNCLASSIFIED BORROW EXCAVATION | | | 0035 212005-000 15.000 CY | 80.00000 1200.00| | SELECT MATERIAL FOR BACKFILLING | | | 0040 218006-000 560.000 CY | 50.00000 28000.00| | FOUNDATION PROTECTION | | | 0045 307005-001 AA1 800.000 TN | 22.00000 17600.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0050 307005-002 AA2 764.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0055 307005-001 BB1 90.000 TN | 22.00000 1980.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0060 307005-002 BB2 86.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0065 401001-001 CC1 230.000 TN | 45.00000 10350.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0070 401001-002 CC2 220.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0075 401002-001 DD1 46.000 TN | 54.00000 2484.00| | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE I | | | 0080 401002-002 DD2 44.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE I | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 013 -7 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 9826507 COUNTIES : JACKSON LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 03 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0085 601002-001 31.000 CY | 1000.00000 31000.00| | CLASS B CONCRETE | | | 0090 602002-001 5192.000 LB | 1.00000 5192.00| | EPOXY COATED REINFORCING STEEL BAR | | | 0095 603016-024 572.000 LF | 125.00000 71500.00| | 33X36 INCH PRESTRESSED CONCRETE BOX BEAM| | | 0100 604001-016 60.000 LF | 75.00000 4500.00| | 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, | | | 0105 604070-112 40.000 LF | 2200.00000 88000.00| | 20X7 FT PRECAST CONCRETE BOX CULVERT | | | 0110 607001-001 375.000 LF | 21.50000 8062.50| | TYPE 1 GUARDRAIL, CLASS 3 | | | 0115 616004-009 235.000 LF | 50.00000 11750.00| | HP12X84 STEEL BEARING PILE, DRIVEN | | | 0120 636001-001 LUMP| 10000.00000 10000.00| | TRAFFIC CONTROL | | | 0125 636005-001 1.000 LS | 90000.00000 90000.00| | TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0130 638002-001 12.000 EA | 75.00000 900.00| | RIGHT OF WAY MARKER | | | 0135 639001-001 LUMP| 4500.00000 4500.00| | CONSTRUCTION LAYOUT STAKE | | | 0140 640005-001 6.000 MO | 900.00000 5400.00| | MINIMAL FIELD OFFICE | | | 0145 642004-004 116.000 LB | 12.00000 1392.00| | SEED MIXTURE, L | | | 0150 642005-001 2.000 TN | 900.00000 1800.00| | MULCH, STRAW OR HAY | | | 0155 642006-001 0.400 TN | 1500.00000 600.00| | FERTILIZER | | | 0160 642031-001 4.000 EA | 250.00000 1000.00| | DITCH CHECK | | | SECTION TOTALS | $ 456,636.50| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 456,636.50| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 014 -1 VENDOR RANKING CALL ORDER : 014 CONTRACT ID : 9227504R9 COUNTIES : RITCHIE LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : CORNWALLIS BRIDGE PROJECT(S) : S343-0005/00-005.19 00 LOCATION: OVER N FORK HUGHES RIVER, CO 5 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 888,356.00 100.0000% 2 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 936,752.35 105.4478% 3 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 965,589.65 108.6939% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 014 -2 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9227504R9 COUNTIES : RITCHIE LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 62-1345425 |(2) 55-0487806 |(3) 55-0710073 |BILCO CONSTRUCTION COMPANY, |ORDERS CONSTRUCTION COMPANY,|TEAYS RIVER CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0005 203001-000 LUMP| 88000.00000 88000.00| 70350.00000 70350.00| 135500.00000 135500.00 DISMANTLING STRUCTURE | | | 0010 204001-000 LUMP| 25000.00000 25000.00| 47000.00000 47000.00| 28000.00000 28000.00 MOBILIZATION | | | 0015 207001-001 413.000 CY | 12.00000 4956.00| 18.00000 7434.00| 20.00000 8260.00 UNCLASSIFIED EXCAVATION | | | 0020 207032-000 1800.000 SY | 1.50000 2700.00| 1.75000 3150.00| 2.00000 3600.00 FABRIC FOR SUBSURFACE DRAINAGE | | | 0025 207034-000 1400.000 SY | 1.50000 2100.00| 1.25000 1750.00| 1.25000 1750.00 FABRIC FOR SEPARATION | | | 0030 211001-000 2095.000 CY | 12.00000 25140.00| 17.00000 35615.00| 15.00000 31425.00 UNCLASSIFIED BORROW EXCAVATION | | | 0033 211008-000 579.000 TN | 26.00000 15054.00| 25.00000 14475.00| 25.00000 14475.00 ROCK BORROW EXCAVATION | | | 0035 212005-000 28.000 CY | 80.00000 2240.00| 88.00000 2464.00| 130.00000 3640.00 SELECT MATERIAL FOR BACKFILLING | | | 0040 218006-000 1900.000 CY | 35.00000 66500.00| 35.00000 66500.00| 20.00000 38000.00 FOUNDATION PROTECTION | | | 0045 307005-001 AA1 1330.000 TN | 28.00000 37240.00| 26.00000 34580.00| 28.00000 37240.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS I | | | 0050 307005-002 AA2 1250.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS I | | | 0055 307005-001 BB1 115.000 TN | 28.00000 3220.00| 40.00000 4600.00| 40.00000 4600.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0060 307005-002 BB2 108.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0065 401001-001 CC1 280.000 TN | 50.00000 14000.00| 45.00000 12600.00| 45.00000 12600.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0070 401001-002 CC2 263.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0075 401002-001 DD1 142.000 TN | 50.00000 7100.00| 45.00000 6390.00| 45.00000 6390.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE I | | | 0080 401002-002 DD2 134.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE I | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 014 -3 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 9227504R9 COUNTIES : RITCHIE LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 62-1345425 |(2) 55-0487806 |(3) 55-0710073 |BILCO CONSTRUCTION COMPANY, |ORDERS CONSTRUCTION COMPANY,|TEAYS RIVER CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0085 601002-001 79.000 CY | 800.00000 63200.00| 1250.00000 98750.00| 630.00000 49770.00 CLASS B CONCRETE | | | 0090 602002-001 14561.000 LB | 1.00000 14561.00| 1.35000 19657.35| 1.15000 16745.15 EPOXY COATED REINFORCING STEEL BAR | | | 0095 603016-018 412.000 LF | 230.00000 94760.00| 146.00000 60152.00| 150.00000 61800.00 27X36 INCH PRESTRESSED CONCRETE BOX BEAM| | | 0100 607001-001 937.500 LF | 10.00000 9375.00| 56.00000 52500.00| 51.00000 47812.50 TYPE 1 GUARDRAIL, CLASS 3 | | | 0105 615002-002 LUMP| 350500.00000 350500.00| 358000.00000 358000.00| 430000.00000 430000.00 PREFABRICATED STEEL BRIDGE | | | SUPERSTRUCTURE | | | 0110 616004-009 350.000 LF | 36.00000 12600.00| 44.00000 15400.00| 40.00000 14000.00 HP12X84 STEEL BEARING PILE, DRIVEN | | | 0115 636001-001 LUMP| 750.00000 750.00| 2650.00000 2650.00| 1500.00000 1500.00 TRAFFIC CONTROL | | | 0120 636017-001 36.000 LF | 20.00000 720.00| 52.00000 1872.00| 40.00000 1440.00 TEMPORARY CONCRETE BARRIER | | | 0125 638002-001 9.000 EA | 100.00000 900.00| 54.00000 486.00| 50.00000 450.00 RIGHT OF WAY MARKER | | | 0130 639001-001 LUMP| 40500.00000 40500.00| 5700.00000 5700.00| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKE | | | 0135 640005-001 8.000 MO | 400.00000 3200.00| 1125.00000 9000.00| 1200.00000 9600.00 MINIMAL FIELD OFFICE | | | 0140 642004-004 116.000 LB | 20.00000 2320.00| 13.25000 1537.00| 12.00000 1392.00 SEED MIXTURE, L | | | 0145 642005-001 2.000 TN | 600.00000 1200.00| 990.00000 1980.00| 1000.00000 2000.00 MULCH, STRAW OR HAY | | | 0150 642006-001 0.400 TN | 800.00000 320.00| 1650.00000 660.00| 1500.00000 600.00 FERTILIZER | | | 0155 642031-001 4.000 EA | 50.00000 200.00| 375.00000 1500.00| 250.00000 1000.00 DITCH CHECK | | | SECTION TOTALS | $ 888,356.00| $ 936,752.35| $ 965,589.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 888,356.00| $ 936,752.35| $ 965,589.65 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 015 -1 VENDOR RANKING CALL ORDER : 015 CONTRACT ID : 0134847 COUNTIES : BERKELEY LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : INWOOD - MARTINSBURG ROAD PROJECT(S) : S302-0011/00-004.86 00 LOCATION: 0.05 MI S CO 11/2-0.23 MI S CO 34 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 58-1401472 APAC-VIRGINIA, INC. $ 184,417.83 100.0000% 2 55-0492296 JEFFERSON ASPHALT PRODUCTS COMPANY, INC. $ 189,813.50 102.9257% 3 52-0947135 CRAIG PAVING INC. & SUBSIDIARY $ 227,362.30 123.2865% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 015 -2 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0134847 COUNTIES : BERKELEY LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 58-1401472 |(2) 55-0492296 |(3) 52-0947135 |APAC-VIRGINIA, INC. |JEFFERSON ASPHALT PRODUCTS C|CRAIG PAVING INC. & SUBSIDIA 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 | 210.00000 210.00| 250.00000 250.00| 250.00000 250.00 MOBILIZATION, PER PERMANENT | | | 0010 204003-000 1.000 EA | 210.00000 210.00| 250.00000 250.00| 250.00000 250.00 MOBILIZATION, PER 14 DAY TEMPORARY | | | 0015 408002-001 930.000 GA | 2.50000 2325.00| 1.50000 1395.00| 1.75000 1627.50 BITUMINOUS MATERIAL | | | 0020 415005-001 900.000 SY | 3.25000 2925.00| 7.50000 6750.00| 5.40000 4860.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0025 636006-001 5.000 DA | 375.00000 1875.00| 250.00000 1250.00| 350.00000 1750.00 PILOT TRUCK AND DRIVER | | | 0030 636008-001 18200.000 LF | 0.11000 2002.00| 0.14000 2548.00| 0.22000 4004.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0035 636011-001 3310.000 UN | 1.05000 3475.50| 0.95000 3144.50| 0.22000 728.20 TRAFFIC CONTROL DEVICE | | | 0040 636014-001 120.000 HR | 40.00000 4800.00| 50.50000 6060.00| 37.00000 4440.00 FLAGGER | | | 0045 660005-011 1.000 EA | 525.00000 525.00| 525.00000 525.00| 525.00000 525.00 ADJ JUNCTION BOX, TYPE H (1) | | | 0050 660005-011 1.000 EA | 525.00000 525.00| 525.00000 525.00| 525.00000 525.00 ADJ JUNCTION BOX, TYPE H (2) | | | 0055 660005-011 1.000 EA | 525.00000 525.00| 525.00000 525.00| 525.00000 525.00 ADJ JUNCTION BOX, TYPE H (3) | | | 0060 660005-011 1.000 EA | 525.00000 525.00| 525.00000 525.00| 525.00000 525.00 ADJ JUNCTION BOX, TYPE H (4) | | | 0065 660005-011 1.000 EA | 525.00000 525.00| 525.00000 525.00| 525.00000 525.00 ADJ JUNCTION BOX, TYPE H (5) | | | 0070 660007-001 LUMP| 2835.00000 2835.00| 2835.00000 2835.00| 2900.00000 2900.00 MISCELLANEOUS SIGNAL (1) | | | 0075 660007-001 LUMP| 1680.00000 1680.00| 1680.00000 1680.00| 1750.00000 1750.00 MISCELLANEOUS SIGNAL (2) | | | 0080 660007-001 LUMP| 1680.00000 1680.00| 1680.00000 1680.00| 1750.00000 1750.00 MISCELLANEOUS SIGNAL (3) | | | 0085 660007-001 LUMP| 2835.00000 2835.00| 2835.00000 2835.00| 2900.00000 2900.00 MISCELLANEOUS SIGNAL (4) | | | 0090 660007-001 LUMP| 1680.00000 1680.00| 1680.00000 1680.00| 1750.00000 1750.00 MISCELLANEOUS SIGNAL (5) | | | 0095 662015-001 1.000 LS | 840.00000 840.00| 840.00000 840.00| 850.00000 850.00 ELECTRICAL TEST, (1) | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 015 -3 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0134847 COUNTIES : BERKELEY LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 58-1401472 |(2) 55-0492296 |(3) 52-0947135 |APAC-VIRGINIA, INC. |JEFFERSON ASPHALT PRODUCTS C|CRAIG PAVING INC. & SUBSIDIA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 662015-001 1.000 LS | 840.00000 840.00| 840.00000 840.00| 850.00000 850.00 ELECTRICAL TEST, (2) | | | 0105 663001-005 4.100 MI | 546.00000 2238.60| 550.00000 2255.00| 500.00000 2050.00 EDGE LINE, TYPE II WHITE | | | 0110 663002-004 2.020 MI | 551.25000 1113.53| 600.00000 1212.00| 500.00000 1010.00 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0115 307005-001 AA1 532.000 TN | 16.10000 8565.20| 14.00000 7448.00| 15.15000 8059.80 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0120 307005-002 AA2 505.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0125 401001-001 BB1 75.000 TN | 55.75000 4181.25| 50.00000 3750.00| 52.00000 3900.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0130 401001-002 BB2 71.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0135 401002-001 CC1 2320.000 TN | 33.75000 78300.00| 34.00000 78880.00| 45.20000 104864.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE I | | | 0140 401002-002 CC2 2204.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE I | | | 0145 401003-001 DD1 410.000 TN | 32.50000 13325.00| 36.00000 14760.00| 45.20000 18532.00 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL II | | | 0150 401003-002 DD2 390.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG II | | | 0155 401007-001 EE1 1319.000 TN | 33.25000 43856.75| 34.00000 44846.00| 42.20000 55661.80 MARSHALL SCRATCH COURSE, STONE OR | | | GRAVEL I | | | 0160 401007-002 EE2 1253.000 TN | | | MARSHALL SCRATCH COURSE, SLAG I | | | SECTION TOTALS | $ 184,417.83| $ 189,813.50| $ 227,362.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 184,417.83| $ 189,813.50| $ 227,362.30 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/05/02 PAGE : 016 -1 VENDOR RANKING CALL ORDER : 016 CONTRACT ID : 0135120 COUNTIES : BRAXTON LETTING DATE : 05/29/02 10:00 A.M. DISTRICT : 07 CONTRACT DESCRIPTION : EXCHANGE ROAD PROJECT(S) : S304-0019/26-006.29 00 LOCATION: 3.99 MI N CO 19/22 TO 0.13 MI S CO 5/6 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0663428 MEADOWS STONE & PAVING, INC. $ 110,885.09 100.0000% 2 55-0570769 WEST VIRGINIA PAVING, INC. $ 115,642.75 104.2906% 3 55-0328627 J. F. ALLEN COMPANY $ 119,265.79 107.5580% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways