1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 9731401 COUNTIES : KANAWHA LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : ORCHARD MANOR BRIDGE #4686 PROJECT(S) : S320-0CHA/0S-036.00 00 00BR 0098 034 E00 LOCATION: 0.03 MI W CO 21 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 850,087.96 100.0000% 2 25-1493101 UPON THIS ROCK CONSTRUCTION, INC. $ 870,250.00 102.3717% 3 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 969,252.50 114.0179% 4 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 995,772.00 117.1375% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9731401 COUNTIES : KANAWHA LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 |(2) 25-1493101 |(3) 55-0710073 |ORDERS CONSTRUCTION COMPANY,|UPON THIS ROCK CONSTRUCTION,|TEAYS RIVER CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201-01 1.000 LS | 11000.00000 11000.00| 129250.00000 129250.00| 20000.00000 20000.00 CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 25000.00000 25000.00| 15250.00000 15250.00| 20000.00000 20000.00 MOBILIZATION | | | 0015 207-01 257.000 CY | 24.00000 6168.00| 25.00000 6425.00| 30.00000 7710.00 UNCLASSIFIED EXCAVATION | | | 0020 207-02 240.000 CY | 38.50000 9240.00| 40.00000 9600.00| 25.00000 6000.00 SUBGRADE | | | 0025 207-34 1582.000 SY | 0.92000 1455.44| 1.00000 1582.00| 1.25000 1977.50 FABRIC FOR SEPARATION | | | 0028 211-01 564.000 CY | 28.00000 15792.00| 20.00000 11280.00| 18.00000 10152.00 UNCLASSIFIED BORROW EXCAVATION | | | 0030 307-01 260.000 CY | 41.50000 10790.00| 40.00000 10400.00| 50.00000 13000.00 CLASS 1 AGGREGATE BASE COURSE | | | 0035 308-01 10.000 TN | 125.00000 1250.00| 60.00000 600.00| 50.00000 500.00 CLASS 1 AGGREGATE BASE COURSE | | | 0040 401-1(1)S BB2 348.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0045 401-1(1)SG BB1 387.000 TN | 43.00000 16641.00| 40.00000 15480.00| 53.00000 20511.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0050 402-01(1)S AA2 134.000 TN | | | HMA SKID PVT, (W-1) SLAG | | | 0055 402-01(1)SG AA1 149.000 TN | 67.00000 9983.00| 62.00000 9238.00| 81.00000 12069.00 HMA SKID PVT, (W-1) ST OR GR | | | 0060 408-02 118.000 GA | 1.08000 127.44| 1.00000 118.00| 1.00000 118.00 BITUMINOUS MATERIAL | | | 0065 409-02 905.000 GA | 1.08000 977.40| 1.00000 905.00| 1.00000 905.00 BITUMINOUS MATERIAL | | | 0070 601-02 3.300 CY | 1270.00000 4191.00| 1250.00000 4125.00| 1300.00000 4290.00 CLASS B CONCRETE | | | 0075 604-76(18)A2 171.000 LF | 63.00000 10773.00| 45.00000 7695.00| 50.00000 8550.00 ALUMINUM COATED CORRUGATED STEEL PIPE | | | 0080 604-76(24)A2 297.000 LF | 92.00000 27324.00| 47.00000 13959.00| 60.00000 17820.00 ALUMINUM COATED CORRUGATED STEEL PIPE | | | 0085 605-03 1.000 EA | 2200.00000 2200.00| 2250.00000 2250.00| 2000.00000 2000.00 TYPE A INLET | | | 0090 605-04 5.000 EA | 1500.00000 7500.00| 1325.00000 6625.00| 1300.00000 6500.00 TYPE B INLET | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9731401 COUNTIES : KANAWHA LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 |(2) 25-1493101 |(3) 55-0710073 |ORDERS CONSTRUCTION COMPANY,|UPON THIS ROCK CONSTRUCTION,|TEAYS RIVER CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 605-09 1.000 EA | 1500.00000 1500.00| 1403.00000 1403.00| 1200.00000 1200.00 TYPE G INLET | | | 0096 606-20(18) 316.000 LF | 14.00000 4424.00| 10.00000 3160.00| 17.00000 5372.00 AGGREGATE FILLED FABRIC UNDERDRAINS | | | 0098 606-27(6) 316.000 LF | 2.25000 711.00| 10.00000 3160.00| 1.25000 395.00 CORRUGATED POLYETHYLENE UNDERDRAINAGE | | | PIPE | | | 0100 607-01(II) 198.000 LF | 36.70000 7266.60| 34.00000 6732.00| 34.00000 6732.00 TYPE 1 GUARDRAIL | | | 0105 609-01 85.000 SY | 48.50000 4122.50| 50.00000 4250.00| 60.00000 5100.00 CONCRETE SIDEWALK | | | 0110 609-02 11.000 CY | 48.50000 533.50| 40.00000 440.00| 100.00000 1100.00 BED COURSE MATERIAL | | | 0115 610-01(I) 179.000 LF | 23.72000 4245.88| 25.00000 4475.00| 35.00000 6265.00 PLAIN CONCRETE CURBING | | | 0120 610-03(IV) 77.000 LF | 41.00000 3157.00| 40.00000 3080.00| 40.00000 3080.00 COMBINATION CONCRETE CURB AND GUTTER | | | 0125 610-03(I) 61.000 LF | 41.00000 2501.00| 40.00000 2440.00| 40.00000 2440.00 COMBINATION CONCRETE CURB AND GUTTER | | | 0130 633-03 13.000 CY | 180.00000 2340.00| 70.00000 910.00| 60.00000 780.00 DUMPED ROCK GUTTER | | | 0135 636-11 5060.000 UN | 0.92000 4655.20| 0.90000 4554.00| 1.35000 6831.00 TRAFFIC CONTROL DEVICES | | | 0140 636-12 1.000 EA | 108.00000 108.00| 250.00000 250.00| 300.00000 300.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICES | | | 0145 636-13 50.000 EA | 2.20000 110.00| 5.00000 250.00| 3.00000 150.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICES | | | 0150 636-14 250.000 HR | 41.00000 10250.00| 35.00000 8750.00| 40.00000 10000.00 FLAGGER | | | 0155 636-17 150.000 LF | 11.00000 1650.00| 40.00000 6000.00| 30.00000 4500.00 TEMPORARY CONCRETE BARRIERS | | | 0160 636-25(B) 1080.000 DA | 1.35000 1458.00| 1.65000 1782.00| 1.50000 1620.00 WARNING LIGHTS | | | 0163 639-01 LUMP| 1530.00000 1530.00| 2250.00000 2250.00| 2500.00000 2500.00 CONSTRUCTION LAYOUT STAKES | | | 0165 640-02 LUMP| 9400.00000 9400.00| 2250.00000 2250.00| 10000.00000 10000.00 SMALL FIELD OFFICE AND STORAGE BUILDING | | | 0170 642-14 LUMP| 1550.00000 1550.00| 250.00000 250.00| 500.00000 500.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECTS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9731401 COUNTIES : KANAWHA LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 |(2) 25-1493101 |(3) 55-0710073 |ORDERS CONSTRUCTION COMPANY,|UPON THIS ROCK CONSTRUCTION,|TEAYS RIVER CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 221,924.96| $ 301,168.00| $ 220,967.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 SIGNALIZATION | | | 0175 660-01 LUMP| 10220.00000 10220.00| 10185.00000 10185.00| 13000.00000 13000.00 SIGNAL CONTROLLERS SIGNAL CONTROLLERS 01| | | 0180 660-02(LPS-C) 6.000 EA | 127.75000 766.50| 145.00000 870.00| 160.00000 960.00 TRAFFIC DETECTORS | | | 0185 660-03(G-16) 4.000 EA | 460.00000 1840.00| 437.50000 1750.00| 600.00000 2400.00 SIGNAL SECTIONS SIGNAL SECTIONS | | | 0190 660-03(V-12) 30.000 EA | 153.30000 4599.00| 185.00000 5550.00| 200.00000 6000.00 SIGNAL SECTIONS SIGNAL SECTIONS | | | 0195 660-04(C1L) 3.000 EA | 6643.00000 19929.00| 8985.00000 26955.00| 8500.00000 25500.00 SIGNAL SUPPORTS | | | 0200 660-04(E1) 1.000 EA | 1022.00000 1022.00| 1225.00000 1225.00| 1300.00000 1300.00 SIGNAL SUPPORTS | | | 0205 660-05(H) 5.000 EA | 1022.00000 5110.00| 1050.00000 5250.00| 1300.00000 6500.00 JUNCTION BOXES, TYPE H JUNCTION BOXES, | | | TYPE "H" | | | 0210 660-06(1) LUMP| 2555.00000 2555.00| 1710.00000 1710.00| 4000.00000 4000.00 SIGNAL INTERCONNECT SIGNAL INTERCONNECT | | | 0215 660-07 LUMP| 25039.00000 25039.00| 27682.00000 27682.00| 35000.00000 35000.00 MISCELLANEOUS SIGNAL MISCELLANOUS | | | SIGNAL 01 | | | 0220 662-06(A) 1.000 EA | 766.50000 766.50| 850.00000 850.00| 1000.00000 1000.00 JUNCTION BOX | | | 0225 662-07(250)W 3.000 EA | 408.80000 1226.40| 750.00000 2250.00| 500.00000 1500.00 LUMINAIRES LUMINAIRES (250) | | | 0230 662-14 LUMP| 817.60000 817.60| 100.00000 100.00| 1000.00000 1000.00 INCIDENTAL ELECTRICAL WORK INCIDENTAL | | | ELECTRICAL WORK | | | 0235 663-05(V) 90.000 LF | 13.00000 1170.00| 11.00000 990.00| 12.00000 1080.00 TYPE V, STOP LINES TYPE V STOP,LINES | | | (24") | | | 0240 663-06(V) 170.000 LF | 6.50000 1105.00| 5.00000 850.00| 500.00000 85000.00 TYPE V CROSSWALK LINES TYPE V, | | | CROSSWALK LINES (8") | | | 0245 663-10(V) 10.000 EA | 243.00000 2430.00| 220.00000 2200.00| 60.00000 600.00 TYPE V, LANE ARROWS TYPE V, LANE ARROWS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9731401 COUNTIES : KANAWHA LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 55-0487806 |(2) 25-1493101 |(3) 55-0710073 |ORDERS CONSTRUCTION COMPANY,|UPON THIS ROCK CONSTRUCTION,|TEAYS RIVER CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 78,596.00| $ 88,417.00| $ 184,840.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 BRIDGE | | | 0250 211-02 705.000 CY | 52.00000 36660.00| 45.00000 31725.00| 35.00000 24675.00 ROCK BORROW EXCAVATION | | | 0255 212-01 97.000 CY | 77.00000 7469.00| 30.00000 2910.00| 45.00000 4365.00 STRUCTURE EXCAVATION | | | 0260 212-05 70.000 CY | 93.50000 6545.00| 55.00000 3850.00| 100.00000 7000.00 SELECT MATERIAL FOR BACKFILLING | | | 0265 601-02 87.000 CY | 471.00000 40977.00| 410.00000 35670.00| 530.00000 46110.00 CLASS B CONCRETE | | | 0270 601-03 274.000 CY | 680.00000 186320.00| 535.00000 146590.00| 600.00000 164400.00 CLASS K CONCRETE | | | 0275 602-02 77320.000 LB | 0.70000 54124.00| 0.75000 57990.00| 1.00000 77320.00 EPOXY COATED REINFORCING STEELBARS | | | 0280 603-18(72) 777.000 LF | 183.00000 142191.00| 165.00000 128205.00| 200.00000 155400.00 PRESTRESSED CONCRETE I BEAMS, 72IN | | | 0285 616-05HP12X53 784.000 LF | 69.00000 54096.00| 75.00000 58800.00| 75.00000 58800.00 STEEL BEARING PILES, PRE-DRILLED AND | | | DRIVEN | | | 0290 617-03 195.000 LF | 93.00000 18135.00| 65.00000 12675.00| 125.00000 24375.00 ALUMINUM RAILING | | | 0295 639-01 LUMP| 3050.00000 3050.00| 2250.00000 2250.00| 1000.00000 1000.00 CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ 549,567.00| $ 480,665.00| $ 563,445.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 850,087.96| $ 870,250.00| $ 969,252.50 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9731401 COUNTIES : KANAWHA LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 01 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 ROADWAY | | | 0005 201-01 1.000 LS | 170500.00000 170500.00| | CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 28000.00000 28000.00| | MOBILIZATION | | | 0015 207-01 257.000 CY | 10.00000 2570.00| | UNCLASSIFIED EXCAVATION | | | 0020 207-02 240.000 CY | 44.00000 10560.00| | SUBGRADE | | | 0025 207-34 1582.000 SY | 2.00000 3164.00| | FABRIC FOR SEPARATION | | | 0028 211-01 564.000 CY | 18.00000 10152.00| | UNCLASSIFIED BORROW EXCAVATION | | | 0030 307-01 260.000 CY | 44.00000 11440.00| | CLASS 1 AGGREGATE BASE COURSE | | | 0035 308-01 10.000 TN | 25.00000 250.00| | CLASS 1 AGGREGATE BASE COURSE | | | 0040 401-1(1)S BB2 348.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0045 401-1(1)SG BB1 387.000 TN | 45.00000 17415.00| | HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0050 402-01(1)S AA2 134.000 TN | | | HMA SKID PVT, (W-1) SLAG | | | 0055 402-01(1)SG AA1 149.000 TN | 68.00000 10132.00| | HMA SKID PVT, (W-1) ST OR GR | | | 0060 408-02 118.000 GA | 1.20000 141.60| | BITUMINOUS MATERIAL | | | 0065 409-02 905.000 GA | 1.20000 1086.00| | BITUMINOUS MATERIAL | | | 0070 601-02 3.300 CY | 1300.00000 4290.00| | CLASS B CONCRETE | | | 0075 604-76(18)A2 171.000 LF | 65.00000 11115.00| | ALUMINUM COATED CORRUGATED STEEL PIPE | | | 0080 604-76(24)A2 297.000 LF | 85.00000 25245.00| | ALUMINUM COATED CORRUGATED STEEL PIPE | | | 0085 605-03 1.000 EA | 4500.00000 4500.00| | TYPE A INLET | | | 0090 605-04 5.000 EA | 2000.00000 10000.00| | TYPE B INLET | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9731401 COUNTIES : KANAWHA LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 01 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 605-09 1.000 EA | 2200.00000 2200.00| | TYPE G INLET | | | 0096 606-20(18) 316.000 LF | 10.00000 3160.00| | AGGREGATE FILLED FABRIC UNDERDRAINS | | | 0098 606-27(6) 316.000 LF | 8.00000 2528.00| | CORRUGATED POLYETHYLENE UNDERDRAINAGE | | | PIPE | | | 0100 607-01(II) 198.000 LF | 37.00000 7326.00| | TYPE 1 GUARDRAIL | | | 0105 609-01 85.000 SY | 100.00000 8500.00| | CONCRETE SIDEWALK | | | 0110 609-02 11.000 CY | 50.00000 550.00| | BED COURSE MATERIAL | | | 0115 610-01(I) 179.000 LF | 40.00000 7160.00| | PLAIN CONCRETE CURBING | | | 0120 610-03(IV) 77.000 LF | 40.00000 3080.00| | COMBINATION CONCRETE CURB AND GUTTER | | | 0125 610-03(I) 61.000 LF | 40.00000 2440.00| | COMBINATION CONCRETE CURB AND GUTTER | | | 0130 633-03 13.000 CY | 55.00000 715.00| | DUMPED ROCK GUTTER | | | 0135 636-11 5060.000 UN | 0.80000 4048.00| | TRAFFIC CONTROL DEVICES | | | 0140 636-12 1.000 EA | 1.00000 1.00| | CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICES | | | 0145 636-13 50.000 EA | 0.02000 1.00| | CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICES | | | 0150 636-14 250.000 HR | 35.00000 8750.00| | FLAGGER | | | 0155 636-17 150.000 LF | 15.00000 2250.00| | TEMPORARY CONCRETE BARRIERS | | | 0160 636-25(B) 1080.000 DA | 0.01000 10.80| | WARNING LIGHTS | | | 0163 639-01 LUMP| 8000.60000 8000.60| | CONSTRUCTION LAYOUT STAKES | | | 0165 640-02 LUMP| 7500.00000 7500.00| | SMALL FIELD OFFICE AND STORAGE BUILDING | | | 0170 642-14 LUMP| 100.00000 100.00| | TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECTS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9731401 COUNTIES : KANAWHA LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 01 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 TOTALS | $ 388,881.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 SIGNALIZATION | | | 0175 660-01 LUMP| 20000.00000 20000.00| | SIGNAL CONTROLLERS SIGNAL CONTROLLERS 01| | | 0180 660-02(LPS-C) 6.000 EA | 160.00000 960.00| | TRAFFIC DETECTORS | | | 0185 660-03(G-16) 4.000 EA | 475.00000 1900.00| | SIGNAL SECTIONS SIGNAL SECTIONS | | | 0190 660-03(V-12) 30.000 EA | 220.00000 6600.00| | SIGNAL SECTIONS SIGNAL SECTIONS | | | 0195 660-04(C1L) 3.000 EA | 10000.00000 30000.00| | SIGNAL SUPPORTS | | | 0200 660-04(E1) 1.000 EA | 1500.00000 1500.00| | SIGNAL SUPPORTS | | | 0205 660-05(H) 5.000 EA | 1200.00000 6000.00| | JUNCTION BOXES, TYPE H JUNCTION BOXES, | | | TYPE "H" | | | 0210 660-06(1) LUMP| 3000.00000 3000.00| | SIGNAL INTERCONNECT SIGNAL INTERCONNECT | | | 0215 660-07 LUMP| 32000.00000 32000.00| | MISCELLANEOUS SIGNAL MISCELLANOUS | | | SIGNAL 01 | | | 0220 662-06(A) 1.000 EA | 1000.00000 1000.00| | JUNCTION BOX | | | 0225 662-07(250)W 3.000 EA | 850.00000 2550.00| | LUMINAIRES LUMINAIRES (250) | | | 0230 662-14 LUMP| 1000.00000 1000.00| | INCIDENTAL ELECTRICAL WORK INCIDENTAL | | | ELECTRICAL WORK | | | 0235 663-05(V) 90.000 LF | 15.00000 1350.00| | TYPE V, STOP LINES TYPE V STOP,LINES | | | (24") | | | 0240 663-06(V) 170.000 LF | 7.00000 1190.00| | TYPE V CROSSWALK LINES TYPE V, | | | CROSSWALK LINES (8") | | | 0245 663-10(V) 10.000 EA | 250.00000 2500.00| | TYPE V, LANE ARROWS TYPE V, LANE ARROWS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9731401 COUNTIES : KANAWHA LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 01 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 TOTALS | $ 111,550.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 BRIDGE | | | 0250 211-02 705.000 CY | 35.00000 24675.00| | ROCK BORROW EXCAVATION | | | 0255 212-01 97.000 CY | 15.00000 1455.00| | STRUCTURE EXCAVATION | | | 0260 212-05 70.000 CY | 100.00000 7000.00| | SELECT MATERIAL FOR BACKFILLING | | | 0265 601-02 87.000 CY | 505.00000 43935.00| | CLASS B CONCRETE | | | 0270 601-03 274.000 CY | 545.00000 149330.00| | CLASS K CONCRETE | | | 0275 602-02 77320.000 LB | 0.80000 61856.00| | EPOXY COATED REINFORCING STEELBARS | | | 0280 603-18(72) 777.000 LF | 175.00000 135975.00| | PRESTRESSED CONCRETE I BEAMS, 72IN | | | 0285 616-05HP12X53 784.000 LF | 60.00000 47040.00| | STEEL BEARING PILES, PRE-DRILLED AND | | | DRIVEN | | | 0290 617-03 195.000 LF | 85.00000 16575.00| | ALUMINUM RAILING | | | 0295 639-01 LUMP| 7500.00000 7500.00| | CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ 495,341.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 995,772.00| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 9907409 COUNTIES : LOGAN LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : STOLLINGS - LOGAN ROAD PROJECT(S) : S323-0010/00-019.39 02 LOCATION: 1.08 MI S LOGAN BLVD - 0.33 MI S LOGAN BLVD 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0535003 KANAWHA STONE COMPANY, INC. $ 9,980,593.82 100.0000% 2 61-0874665 ELMO GREER & SONS, INC. $ 10,504,024.37 105.2444% 3 55-0345840 VECELLIO & GROGAN, INC. $ 13,462,423.94 134.8860% 4 61-0548463 BIZZACK, INC. $ 13,534,513.32 135.6082% 5 55-0683174 HEETER CONSTRUCTION, INC. $ 16,914,393.65 169.4728% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9907409 COUNTIES : LOGAN LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 55-0535003 |(2) 61-0874665 |(3) 55-0345840 |KANAWHA STONE COMPANY, INC. |ELMO GREER & SONS, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201-01 1.000 LS | 350000.00000 350000.00| 348000.00000 348000.00| 600000.00000 600000.00 CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 200000.00000 200000.00| 217000.00000 217000.00| 160000.00000 160000.00 MOBILIZATION | | | 0015 207-01 4080398.000 CY | 2.10000 8568835.80| 2.19000 8936071.62| 2.81000 11465918.38 UNCLASSIFIED EXCAVATION | | | 0020 601-02 28.000 CY | 1150.00000 32200.00| 950.00000 26600.00| 960.00000 26880.00 CLASS B CONCRETE | | | 0025 604-02(42)A2 658.000 LF | 100.00000 65800.00| 63.00000 41454.00| 100.00000 65800.00 FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0030 604-02(72)D2 401.000 LF | 230.00000 92230.00| 212.00000 85012.00| 260.00000 104260.00 FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0035 604-09(42) 1.000 EA | 1000.00000 1000.00| 584.00000 584.00| 900.00000 900.00 END SECION FOR CORRUGATED STEEL PIPE | | | 0040 605-04 9.000 EA | 1185.00000 10665.00| 1850.00000 16650.00| 1900.00000 17100.00 TYPE B INLET | | | 0045 605-09 17.000 EA | 1765.00000 30005.00| 1950.00000 33150.00| 2000.00000 34000.00 TYPE G INLET | | | 0050 606-22 9.000 CY | 28.00000 252.00| 35.00000 315.00| 90.00000 810.00 CRUSHED STONE, GRAVEL,OR SILICA SAND | | | FOR UNDERDRAINS | | | 0055 606-25(6) 90.000 LF | 12.00000 1080.00| 30.00000 2700.00| 12.00000 1080.00 UNDERDRAIN PIPE | | | 0060 608-02(3F11I) 7942.000 LF | 11.00000 87362.00| 9.55000 75846.10| 12.00000 95304.00 RIGHT-OF-WAY FENCE, FARM FIELD TYPE | | | 0065 633-03 139.000 CY | 10.00000 1390.00| 20.00000 2780.00| 14.00000 1946.00 DUMPED ROCK GUTTER | | | 0070 637-01 8226.000 MG | 0.01000 82.26| 5.00000 41130.00| 25.00000 205650.00 WATER FOR DUST PALLIATIVE | | | 0075 638-02 25.000 EA | 100.00000 2500.00| 75.00000 1875.00| 50.00000 1250.00 RIGHT OF WAY MARKERS | | | 0080 639-01 LUMP| 130000.00000 130000.00| 185000.00000 185000.00| 245000.00000 245000.00 CONSTRUCTION LAYOUT STAKES | | | 0085 640-01 LUMP| 15000.00000 15000.00| 30000.00000 30000.00| 36000.00000 36000.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9907409 COUNTIES : LOGAN LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 55-0535003 |(2) 61-0874665 |(3) 55-0345840 |KANAWHA STONE COMPANY, INC. |ELMO GREER & SONS, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 640-03 LUMP| 2000.00000 2000.00| 7500.00000 7500.00| 12000.00000 12000.00 BUILDING EQUIPMENT | | | 0095 642-01 1313.000 LF | 0.25000 328.25| 0.50000 656.50| 0.20000 262.60 TEMPORARY BERMS | | | 0100 642-02 175.000 LF | 7.00000 1225.00| 15.00000 2625.00| 21.00000 3675.00 SLOPE DRAINS | | | 0105 642-03-1 66.000 EA | 65.00000 4290.00| 150.00000 9900.00| 89.00000 5874.00 DITCH CHECKS | | | 0110 642-03-2 3.000 EA | 200.00000 600.00| 250.00000 750.00| 750.00000 2250.00 CHECK DAMS | | | 0115 642-03-4 3169.000 CY | 3.45000 10933.05| 3.25000 10299.25| 3.70000 11725.30 SEDIMENT DAM | | | 0120 642-03-6 450.000 CY | 4.00000 1800.00| 3.00000 1350.00| 3.00000 1350.00 SEDIMENT REMOVAL | | | 0125 642-04-1 4296.000 LB | 0.01000 42.96| 0.80000 3436.80| 0.01000 42.96 TEMPORARY SEED | | | 0130 642-04-2 995.000 LB | 0.80000 796.00| 0.85000 845.75| 0.80000 796.00 SEED MIXTURE B | | | 0135 642-04-04 1392.000 LB | 1.85000 2575.20| 4.40000 6124.80| 1.90000 2644.80 SEED MIXTURE L | | | 0140 642-05-1 59.000 TN | 540.00000 31860.00| 620.00000 36580.00| 550.00000 32450.00 STRAW OR HAY MULCH | | | 0145 642-05-2 23.000 TN | 1300.00000 29900.00| 620.00000 14260.00| 1300.00000 29900.00 WOOD CELLULOSE FIBER MULCH | | | 0150 642-06 11.000 TN | 315.00000 3465.00| 570.00000 6270.00| 320.00000 3520.00 FERTILIZER | | | 0155 642-07 5270.000 SY | 0.55000 2898.50| 0.90000 4743.00| 0.53000 2793.10 FIBER MATTING | | | 0160 642-08 50.000 LF | 20.00000 1000.00| 40.00000 2000.00| 33.00000 1650.00 TEMPORARY PIPE | | | 0165 642-09 7300.000 LF | 0.20000 1460.00| 0.90000 6570.00| 0.50000 3650.00 CONTOUR DITCH | | | 0170 642-10 45.000 TN | 10.50000 472.50| 60.00000 2700.00| 10.50000 472.50 AGRICULTURAL LIMESTONE | | | 0175 642-11 3281.000 EA | 6.50000 21326.50| 5.50000 18045.50| 12.50000 41012.50 HAY OR STRAW BALES | | | 0180 642-12 9840.000 LF | 2.50000 24600.00| 2.35000 23124.00| 3.00000 29520.00 SILT FENCE | | | 0185 652-01 45.000 TN | 42.00000 1890.00| 60.00000 2700.00| 42.00000 1890.00 AGRICULTURAL LIMESTONE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9907409 COUNTIES : LOGAN LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 55-0535003 |(2) 61-0874665 |(3) 55-0345840 |KANAWHA STONE COMPANY, INC. |ELMO GREER & SONS, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 652-02-1 11.000 TN | 1040.00000 11440.00| 620.00000 6820.00| 1050.00000 11550.00 FERTILIZER, 10-20-10 | | | 0195 652-02-2 5.000 TN | 1700.00000 8500.00| 870.00000 4350.00| 1700.00000 8500.00 UREA FORMALDEHYDE FERTILIZER | | | 0200 652-03-1 995.000 LB | 3.00000 2985.00| 0.35000 348.25| 3.00000 2985.00 SEED MIXTURES B, C-1 OR C-2 | | | 0205 652-03-05 2408.000 LB | 3.60000 8668.80| 7.35000 17698.80| 3.60000 8668.80 SEED MIXTURE L | | | 0210 652-04-1 59.000 TN | 210.00000 12390.00| 320.00000 18880.00| 210.00000 12390.00 STRAW OR HAY MULCH | | | 0215 652-04-2 23.000 TN | 510.00000 11730.00| 320.00000 7360.00| 500.00000 11500.00 WOOD CELLULOSE FIBER MULCH | | | 0220 604-02(18)A2 AA1 913.000 LF | 45.00000 41085.00| | 25.00000 22825.00 FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0225 604-25(18)A2 AA2 913.000 LF | | 25.00000 22825.00| CORRUGATED ALUMINUM ALLOY PIPE | | | 0230 604-37(18)III AA3 913.000 LF | | | REINFORCED CONCRETE PIPE | | | 0235 604-02(30)A2 BB1 597.000 LF | 54.00000 32238.00| | 44.00000 26268.00 FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0240 604-25(30)A2 BB2 597.000 LF | | 20.00000 11940.00| CORRUGATED ALUMINUM ALLOY PIPE | | | 0245 604-37(30)III BB3 597.000 LF | | | REINFORCED CONCRETE PIPE | | | 0250 604-02(36)A2 CC1 1136.000 LF | 58.50000 66456.00| | 50.00000 56800.00 FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0255 604-25(36)A2 CC2 1136.000 LF | | 95.00000 107920.00| CORRUGATED ALUMINUM ALLOY PIPE | | | 0260 604-37(36)III CC3 1136.000 LF | | | REINFORCED CONCRETE PIPE | | | 0265 604-02(42)A2 DD1 746.000 LF | 66.00000 49236.00| | 60.00000 44760.00 FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0270 604-25(42)A2 DD2 746.000 LF | | 129.00000 96234.00| CORRUGATED ALUMINUM ALLOY PIPE | | | 0275 604-37(42)III DD3 746.000 LF | | | REINFORCED CONCRETE PIPE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 002 -5 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9907409 COUNTIES : LOGAN LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 55-0535003 |(2) 61-0874665 |(3) 55-0345840 |KANAWHA STONE COMPANY, INC. |ELMO GREER & SONS, INC. |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 9,976,593.82| $ 10,499,024.37| $ 13,455,623.94 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 COMPUTER SYSTEM | | | 0280 640-04 LUMP| 4000.00000 4000.00| 5000.00000 5000.00| 6800.00000 6800.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 4,000.00| $ 5,000.00| $ 6,800.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 9,980,593.82| $ 10,504,024.37| $ 13,462,423.94 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 002 -6 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9907409 COUNTIES : LOGAN LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 61-0548463 |(5) 55-0683174 | |BIZZACK, INC. |HEETER CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201-01 1.000 LS | 180000.00000 180000.00| 280000.00000 280000.00| CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 345000.00000 345000.00| 550000.00000 550000.00| MOBILIZATION | | | 0015 207-01 4080398.000 CY | 2.97000 12118782.06| 3.66000 14934256.68| UNCLASSIFIED EXCAVATION | | | 0020 601-02 28.000 CY | 925.00000 25900.00| 1000.00000 28000.00| CLASS B CONCRETE | | | 0025 604-02(42)A2 658.000 LF | 99.40000 65405.20| 75.00000 49350.00| FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0030 604-02(72)D2 401.000 LF | 225.00000 90225.00| 300.00000 120300.00| FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0035 604-09(42) 1.000 EA | 1000.00000 1000.00| 700.00000 700.00| END SECION FOR CORRUGATED STEEL PIPE | | | 0040 605-04 9.000 EA | 1700.00000 15300.00| 2000.00000 18000.00| TYPE B INLET | | | 0045 605-09 17.000 EA | 2000.00000 34000.00| 2100.00000 35700.00| TYPE G INLET | | | 0050 606-22 9.000 CY | 50.00000 450.00| 45.00000 405.00| CRUSHED STONE, GRAVEL,OR SILICA SAND | | | FOR UNDERDRAINS | | | 0055 606-25(6) 90.000 LF | 15.00000 1350.00| 30.00000 2700.00| UNDERDRAIN PIPE | | | 0060 608-02(3F11I) 7942.000 LF | 9.55000 75846.10| 14.00000 111188.00| RIGHT-OF-WAY FENCE, FARM FIELD TYPE | | | 0065 633-03 139.000 CY | 10.00000 1390.00| 10.00000 1390.00| DUMPED ROCK GUTTER | | | 0070 637-01 8226.000 MG | 0.10000 822.60| 0.01000 82.26| WATER FOR DUST PALLIATIVE | | | 0075 638-02 25.000 EA | 125.00000 3125.00| 100.00000 2500.00| RIGHT OF WAY MARKERS | | | 0080 639-01 LUMP| 137500.00000 137500.00| 185000.00000 185000.00| CONSTRUCTION LAYOUT STAKES | | | 0085 640-01 LUMP| 20000.00000 20000.00| 25000.00000 25000.00| STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 002 -7 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9907409 COUNTIES : LOGAN LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 61-0548463 |(5) 55-0683174 | |BIZZACK, INC. |HEETER CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 640-03 LUMP| 2000.00000 2000.00| 6000.00000 6000.00| BUILDING EQUIPMENT | | | 0095 642-01 1313.000 LF | 0.30000 393.90| 2.00000 2626.00| TEMPORARY BERMS | | | 0100 642-02 175.000 LF | 5.00000 875.00| 55.00000 9625.00| SLOPE DRAINS | | | 0105 642-03-1 66.000 EA | 100.00000 6600.00| 110.00000 7260.00| DITCH CHECKS | | | 0110 642-03-2 3.000 EA | 400.00000 1200.00| 210.00000 630.00| CHECK DAMS | | | 0115 642-03-4 3169.000 CY | 6.00000 19014.00| 7.00000 22183.00| SEDIMENT DAM | | | 0120 642-03-6 450.000 CY | 10.00000 4500.00| 1.00000 450.00| SEDIMENT REMOVAL | | | 0125 642-04-1 4296.000 LB | 0.01000 42.96| 0.01000 42.96| TEMPORARY SEED | | | 0130 642-04-2 995.000 LB | 0.75000 746.25| 1.00000 995.00| SEED MIXTURE B | | | 0135 642-04-04 1392.000 LB | 1.75000 2436.00| 2.00000 2784.00| SEED MIXTURE L | | | 0140 642-05-1 59.000 TN | 515.00000 30385.00| 600.00000 35400.00| STRAW OR HAY MULCH | | | 0145 642-05-2 23.000 TN | 1250.00000 28750.00| 1400.00000 32200.00| WOOD CELLULOSE FIBER MULCH | | | 0150 642-06 11.000 TN | 300.00000 3300.00| 350.00000 3850.00| FERTILIZER | | | 0155 642-07 5270.000 SY | 0.50000 2635.00| 0.55000 2898.50| FIBER MATTING | | | 0160 642-08 50.000 LF | 20.00000 1000.00| 55.00000 2750.00| TEMPORARY PIPE | | | 0165 642-09 7300.000 LF | 0.10000 730.00| 1.00000 7300.00| CONTOUR DITCH | | | 0170 642-10 45.000 TN | 10.00000 450.00| 11.00000 495.00| AGRICULTURAL LIMESTONE | | | 0175 642-11 3281.000 EA | 6.00000 19686.00| 1.25000 4101.25| HAY OR STRAW BALES | | | 0180 642-12 9840.000 LF | 3.00000 29520.00| 3.00000 29520.00| SILT FENCE | | | 0185 652-01 45.000 TN | 40.00000 1800.00| 45.00000 2025.00| AGRICULTURAL LIMESTONE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 002 -8 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9907409 COUNTIES : LOGAN LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 61-0548463 |(5) 55-0683174 | |BIZZACK, INC. |HEETER CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 652-02-1 11.000 TN | 990.00000 10890.00| 1100.00000 12100.00| FERTILIZER, 10-20-10 | | | 0195 652-02-2 5.000 TN | 1650.00000 8250.00| 1825.00000 9125.00| UREA FORMALDEHYDE FERTILIZER | | | 0200 652-03-1 995.000 LB | 2.90000 2885.50| 3.20000 3184.00| SEED MIXTURES B, C-1 OR C-2 | | | 0205 652-03-05 2408.000 LB | 3.45000 8307.60| 4.00000 9632.00| SEED MIXTURE L | | | 0210 652-04-1 59.000 TN | 200.00000 11800.00| 225.00000 13275.00| STRAW OR HAY MULCH | | | 0215 652-04-2 23.000 TN | 490.00000 11270.00| 550.00000 12650.00| WOOD CELLULOSE FIBER MULCH | | | 0220 604-02(18)A2 AA1 913.000 LF | 37.65000 34374.45| 60.00000 54780.00| FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0225 604-25(18)A2 AA2 913.000 LF | | | CORRUGATED ALUMINUM ALLOY PIPE | | | 0230 604-37(18)III AA3 913.000 LF | | | REINFORCED CONCRETE PIPE | | | 0235 604-02(30)A2 BB1 597.000 LF | 52.10000 31103.70| 90.00000 53730.00| FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0240 604-25(30)A2 BB2 597.000 LF | | | CORRUGATED ALUMINUM ALLOY PIPE | | | 0245 604-37(30)III BB3 597.000 LF | | | REINFORCED CONCRETE PIPE | | | 0250 604-02(36)A2 CC1 1136.000 LF | 72.00000 81792.00| 110.00000 124960.00| FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0255 604-25(36)A2 CC2 1136.000 LF | | | CORRUGATED ALUMINUM ALLOY PIPE | | | 0260 604-37(36)III CC3 1136.000 LF | | | REINFORCED CONCRETE PIPE | | | 0265 604-02(42)A2 DD1 746.000 LF | 80.00000 59680.00| 125.00000 93250.00| FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0270 604-25(42)A2 DD2 746.000 LF | | | CORRUGATED ALUMINUM ALLOY PIPE | | | 0275 604-37(42)III DD3 746.000 LF | | | REINFORCED CONCRETE PIPE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 002 -9 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9907409 COUNTIES : LOGAN LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 61-0548463 |(5) 55-0683174 | |BIZZACK, INC. |HEETER CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 13,532,513.32| $ 16,904,393.65| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 COMPUTER SYSTEM | | | 0280 640-04 LUMP| 2000.00000 2000.00| 10000.00000 10000.00| COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 2,000.00| $ 10,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 13,534,513.32| $ 16,914,393.65| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 9717008 COUNTIES : MORGAN LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : DAVIS ROAD PROJECT(S) : X333-0002/00-000.18 00 LOCATION: CO 2 0.04 MI S CO 2/2 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0713124 COSNER ENTERPRISES, INC. $ 532,400.00 100.0000% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9717008 COUNTIES : MORGAN LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0713124 | | |COSNER ENTERPRISES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201-01 1.000 LS | 28831.65000 28831.65| | CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 9075.00000 9075.00| | MOBILIZATION | | | 0015 207-01 502.000 M3 | 30.00000 15060.00| | UNCLASSIFIED EXCAVATION | | | 0020 207-02 115.000 M3 | 96.00000 11040.00| | SUBGRADE | | | 0025 207-34 699.000 M2 | 3.00000 2097.00| | FABRIC FOR SEPARATION | | | 0030 307-01 57.000 M3 | 94.00000 5358.00| | CLASS I AGGREGATE BASE COURSE | | | 0035 408-02 3475.000 L | 0.48000 1668.00| | BITUMINOUS MATERIAL | | | 0040 409-02 964.000 L | 0.50000 482.00| | BITUMINOUS MATERIAL PRIME | | | 0045 601-02 4.000 M3 | 1522.00000 6088.00| | CLASS B CONCRETE | | | 0050 605-01 10.000 EA | 3371.50000 33715.00| | TYPE A MANHOLE | | | 0055 605-02 1.000 EA | 3400.00000 3400.00| | TYPE B MANHOLE | | | 0060 605-03 1.000 EA | 3193.00000 3193.00| | TYPE A INLET | | | 0065 605-04 2.000 EA | 2122.00000 4244.00| | TYPE B INLET | | | 0070 605-0410 4.800 M | 755.00000 3624.00| | CONCRETE BOX DITCH | | | 0075 605-09 15.000 EA | 2296.00000 34440.00| | TYPE G INLET | | | 0080 610-031 358.500 M | 106.00000 38001.00| | COMBINATION CONCRETE CURBING AND GUTTER | | | TYPE I | | | 0085 610-034 129.500 M | 106.00000 13727.00| | COMBINED CONCRETE CURBING & GUTTER TYPE | | | IV | | | 0090 633-01 395.000 M2 | 112.00000 44240.00| | CONCRETE GUTTER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9717008 COUNTIES : MORGAN LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0713124 | | |COSNER ENTERPRISES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 633-03 108.000 M3 | 98.00000 10584.00| | DUMPED ROCK GUTTER | | | 0100 636-11 5785.000 UN | 1.31000 7578.35| | TRAFFIC CONTROL DEVICE | | | 0105 636-12 1.000 EA | 350.00000 350.00| | CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 0110 636-13 50.000 EA | 5.00000 250.00| | CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 0115 636-14 100.000 HR | 33.00000 3300.00| | FLAGGER | | | 0120 636-25A 240.000 DA | 0.55000 132.00| | WARNING LIGHTS TYPE A | | | 0125 636-25B 840.000 DA | 1.95000 1638.00| | WARNING LIGHTS TYPE B | | | 0130 637-01 5.000 M3 | 100.00000 500.00| | WATER FOR DUST PALLIATIVE | | | 0135 638-02 40.000 EA | 94.00000 3760.00| | RIGHT OF WAY MARKERS | | | 0140 639-01 LUMP| 10950.00000 10950.00| | CONSTRUCTION LAYOUT STAKES | | | 0145 640-02 LUMP| 3600.00000 3600.00| | SMALL FIELD OFFICE/STORAGE BUILDING | | | 0150 640-03 LUMP| 1845.00000 1845.00| | BUILDING EQUIPMENT | | | 0155 401-1(1)SG AA1 73.000 MGR | 136.00000 9928.00| | HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0160 401-1(1)S AA2 67.000 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0165 401-2(1)SG BB1 228.000 MGR | 61.00000 13908.00| | HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0170 401-2(1)S BB2 206.000 MGR | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | 0175 604-761050B2 CC1 81.000 M | 316.00000 25596.00| | ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 1050MM,B2 | | | 0180 604-041050B2 CC2 81.000 M | | | FULL BITUMINOUS COATED PAVED CORRUGATED | | | PIPE, 1050MM, B2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9717008 COUNTIES : MORGAN LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0713124 | | |COSNER ENTERPRISES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 604-3710503 CC3 81.000 M | | | REINFORCED CONCRETE PIPE, 1050MM, CLASS | | | III | | | 0190 604-760900A2 DD1 241.000 M | 219.00000 52779.00| | ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 900MM, A2 | | | 0195 604-040900A2 DD2 241.000 M | | | FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIP E, 900MM, A2 | | | 0200 604-3709002 DD3 241.000 M | | | REINFORCED CONCRETE PIPE 900MM, CLASS II| | | 0205 604-760600A2 EE1 220.000 M | 170.00000 37400.00| | ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 600MM, A2 | | | 0210 604-040600A2 EE2 220.000 M | | | FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIP E, 600MM, A2 | | | 0215 604-3706002 EE3 220.000 M | | | REINFORCED CONCRETE PIPE, 600MM, CLASS | | | II | | | 0220 604-760450A2 FF1 76.000 M | 169.00000 12844.00| | ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 450MM, A2 | | | 0225 604-040450A2 FF2 76.000 M | | | FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIP E, 450MM, A2 | | | 0230 604-3704502 FF3 76.000 M | | | REINFORCED CONCRETE PIPE, 450MM, CLII | | | 0235 604-760750A2 GG1 7.000 M | 437.00000 3059.00| | ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 750MM, A2 | | | 0240 604-040750A2 GG2 7.000 M | | | FULL BITUMINOUS COATED AND PAVED INVERT | | | CORRUGATED STEEL PIP E, 750MM, A2 | | | 0245 604-3707502 GG3 7.000 M | | | REINFORCED CONCRETE PIPE, 750MM, CLASS | | | II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 003 -5 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9717008 COUNTIES : MORGAN LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0713124 | | |COSNER ENTERPRISES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 458,285.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 SEWER RELOCATION | | | 0250 675-07150 25.000 M | 380.00000 9500.00| | PLASTIC SEWER PIPE 150MM | | | 0255 675-07200 145.000 M | 249.00000 36105.00| | PLASTIC SEWER PIPE 200MM | | | 0260 675-14 4.000 EA | 4000.00000 16000.00| | MANHOLE COMPLETE, INCLUDING CASTINGS | | | SECTION TOTALS | $ 61,605.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 WATER LINE RELOCATION | | | 0265 670-04150252 39.000 M | 254.00000 9906.00| | DUCTILE IRON PIPE TYPE II CLASS 52, | | | 150MM | | | 0270 670-09150 2.000 EA | 600.00000 1200.00| | GATE VALVE AND VALVE BOX, 150MM | | | 0275 670-10005005 8.000 M | 138.00000 1104.00| | STEEL CASING PIPE, 50MM, 4.76MM | | | 0280 670-2125 10.000 M | 30.00000 300.00| | HOUSE CONNECTION 25MM | | | SECTION TOTALS | $ 12,510.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 532,400.00| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 9918308 COUNTIES : DODDRIDGE LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : SAINT CLARA ROAD PROJECT(S) : S309-0029/00-000.00 00 LOCATION: WV 18 - LEWIS CO LINE 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0328627 J. F. ALLEN COMPANY $ 164,666.69 100.0000% 2 55-0592491 DODD GENERAL CONTRACTORS CORPORATION $ 165,548.32 100.5354% 3 55-0481221 MOUNTAINEER CONTRACTORS, INC. & SUBSIDIARY $ 179,902.95 109.2527% 4 34-0755286 OHIO VALLEY PAVING CORPORATION $ 193,808.91 117.6977% 5 55-0552700 WACO OIL & GAS CO., INC. $ 200,339.30 121.6635% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9918308 COUNTIES : DODDRIDGE LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0328627 |(2) 55-0592491 |(3) 55-0481221 |J. F. ALLEN COMPANY |DODD GENERAL CONTRACTORS COR|MOUNTAINEER CONTRACTORS, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0005 229-01 5.180 LM | 4427.45000 22934.19| 4961.20000 25699.02| 5000.00000 25900.00 SHOULDERS AND DITCHES | | | 0010 408-02 2220.000 GA | 0.01000 22.20| 0.01000 22.20| 0.50000 1110.00 BITUMINOUS MATERIAL | | | 0015 636-11 880.000 UN | 1.65000 1452.00| 16.12000 14185.60| 1.00000 880.00 TRAFFIC CONTROL DEVICES | | | 0020 636-14 380.000 HR | 0.01000 3.80| 0.01000 3.80| 0.01000 3.80 FLAGGER | | | 0025 308-01SG AA1 910.000 TN | 18.40000 16744.00| 14.42000 13122.20| 20.00000 18200.00 CLASS 1 AGGREGATE, STONE OR GRAVEL | | | 0030 308-01S AA2 819.000 TN | | | CLASS 1 AGGREGATE, SLAG | | | 0035 407-2(I)SG BB1 3665.000 TN | 33.70000 123510.50| 30.70000 112515.50| 36.51000 133809.15 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0040 407-2(I)S BB2 3299.000 TN | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | SECTION TOTALS | $ 164,666.69| $ 165,548.32| $ 179,902.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 164,666.69| $ 165,548.32| $ 179,902.95 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9918308 COUNTIES : DODDRIDGE LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 34-0755286 |(5) 55-0552700 | |OHIO VALLEY PAVING CORPORATI|WACO OIL & GAS CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0005 229-01 5.180 LM | 6142.00000 31815.56| 4300.00000 22274.00| SHOULDERS AND DITCHES | | | 0010 408-02 2220.000 GA | 0.82000 1820.40| 0.25000 555.00| BITUMINOUS MATERIAL | | | 0015 636-11 880.000 UN | 1.00000 880.00| 0.25000 220.00| TRAFFIC CONTROL DEVICES | | | 0020 636-14 380.000 HR | 0.01000 3.80| 34.00000 12920.00| FLAGGER | | | 0025 308-01SG AA1 910.000 TN | 20.67000 18809.70| 19.85000 18063.50| CLASS 1 AGGREGATE, STONE OR GRAVEL | | | 0030 308-01S AA2 819.000 TN | | | CLASS 1 AGGREGATE, SLAG | | | 0035 407-2(I)SG BB1 3665.000 TN | 38.33000 140479.45| 39.92000 146306.80| HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0040 407-2(I)S BB2 3299.000 TN | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | SECTION TOTALS | $ 193,808.91| $ 200,339.30| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 193,808.91| $ 200,339.30| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 9918107 COUNTIES : TAYLOR LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : GRAFTON ROAD PROJECT(S) : S346-0050/00-010.64 00 LOCATION: WV 310 - US 119 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 125,514.50 100.0000% 2 55-0328627 J. F. ALLEN COMPANY $ 126,898.70 101.1028% 3 55-0592491 DODD GENERAL CONTRACTORS CORPORATION $ 137,195.00 109.3060% 4 55-0481221 MOUNTAINEER CONTRACTORS, INC. & SUBSIDIARY $ 140,966.70 112.3110% 5 34-0755286 OHIO VALLEY PAVING CORPORATION $ 160,613.40 127.9640% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9918107 COUNTIES : TAYLOR LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0570769 |(2) 55-0328627 |(3) 55-0592491 |WEST VIRGINIA PAVING, INC. |J. F. ALLEN COMPANY |DODD GENERAL CONTRACTORS COR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0005 408-02 1670.000 GA | 0.75000 1252.50| 0.01000 16.70| 0.01000 16.70 BITUMINOUS MATERIAL | | | 0010 415-01 4900.000 SY | 3.20000 15680.00| 1.73000 8477.00| 4.16000 20384.00 REMOVE BITUMINOUS CONCRETE SURFACE | | | 0015 636-06 6.000 DA | 600.00000 3600.00| 400.00000 2400.00| 899.50000 5397.00 PILOT TRUCK AND DRIVER | | | 0020 636-08 19600.000 LF | 0.15000 2940.00| 0.15000 2940.00| 0.14000 2744.00 TEMPORARY PAVEMENT MARKINGS-PAINT 4IN | | | SOLID LINE | | | 0025 636-11 1780.000 UN | 0.40000 712.00| 1.25000 2225.00| 8.15000 14507.00 TRAFFIC CONTROL DEVICES | | | 0030 636-14 160.000 HR | 38.00000 6080.00| 40.00000 6400.00| 31.78000 5084.80 FLAGGER | | | 0035 308-01SG AA1 350.000 TN | 18.75000 6562.50| 17.90000 6265.00| 16.94000 5929.00 CLASS 1 AGGREGATE, STONE OR GRAVEL | | | 0040 308-01S AA2 315.000 TN | | | CLASS 1 AGGREGATE, SLAG | | | 0045 402-01(4)SG BB1 2750.000 TN | 32.25000 88687.50| 35.70000 98175.00| 30.23000 83132.50 HOT-MIX ASPHALT SKID RESISTANT PAVEMENT,| | | STONE/GRAVEL | | | 0050 402-01(4)S BB2 2475.000 TN | | | HOT-MIX ASPHALT SKID RESISTANT PAVEMENT,| | | SLAG | | | SECTION TOTALS | $ 125,514.50| $ 126,898.70| $ 137,195.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 125,514.50| $ 126,898.70| $ 137,195.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9918107 COUNTIES : TAYLOR LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0481221 |(5) 34-0755286 | |MOUNTAINEER CONTRACTORS, INC|OHIO VALLEY PAVING CORPORATI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0005 408-02 1670.000 GA | 0.01000 16.70| 0.82000 1369.40| BITUMINOUS MATERIAL | | | 0010 415-01 4900.000 SY | 3.00000 14700.00| 3.12000 15288.00| REMOVE BITUMINOUS CONCRETE SURFACE | | | 0015 636-06 6.000 DA | 450.00000 2700.00| 400.00000 2400.00| PILOT TRUCK AND DRIVER | | | 0020 636-08 19600.000 LF | 0.15000 2940.00| 0.20000 3920.00| TEMPORARY PAVEMENT MARKINGS-PAINT 4IN | | | SOLID LINE | | | 0025 636-11 1780.000 UN | 1.50000 2670.00| 1.00000 1780.00| TRAFFIC CONTROL DEVICES | | | 0030 636-14 160.000 HR | 35.00000 5600.00| 35.00000 5600.00| FLAGGER | | | 0035 308-01SG AA1 350.000 TN | 18.00000 6300.00| 22.91000 8018.50| CLASS 1 AGGREGATE, STONE OR GRAVEL | | | 0040 308-01S AA2 315.000 TN | | | CLASS 1 AGGREGATE, SLAG | | | 0045 402-01(4)SG BB1 2750.000 TN | 38.56000 106040.00| 44.45000 122237.50| HOT-MIX ASPHALT SKID RESISTANT PAVEMENT,| | | STONE/GRAVEL | | | 0050 402-01(4)S BB2 2475.000 TN | | | HOT-MIX ASPHALT SKID RESISTANT PAVEMENT,| | | SLAG | | | SECTION TOTALS | $ 140,966.70| $ 160,613.40| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 140,966.70| $ 160,613.40| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 9917418 COUNTIES : WOOD LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : PARKERSBURG - MINERAL WELLS PROJECT(S) : S354-0014/00-008.66 02 00CM 0014 084 E00 LOCATION: 0.08 MI. N. CR 21/17 TO 0.76 MI. N. CR 21/17 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0583614 CARL KELLY PAVING, INC. $ 1,008,702.01 100.0000% 2 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 1,021,262.79 101.2452% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9917418 COUNTIES : WOOD LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0583614 |(2) 55-0487806 | |CARL KELLY PAVING, INC. |ORDERS CONSTRUCTION COMPANY,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0005 201-01 1.000 LS | 12244.00000 12244.00| 74000.00000 74000.00| CLEARING AND GRUBBING | | | 0010 203-01 LUMP| 16567.77000 16567.77| 6500.00000 6500.00| DISMANTLING STRUCTURES | | | 0015 204-01 LUMP| 25610.00000 25610.00| 30000.00000 30000.00| MOBILIZATION | | | 0020 207-01 4788.000 CY | 16.16000 77374.08| 17.50000 83790.00| UNCLASSIFIED EXCAVATION | | | 0025 207-02 944.000 CY | 50.23000 47417.12| 60.00000 56640.00| SUBGRADE | | | 0030 207-34 5537.000 SY | 1.80000 9966.60| 1.10000 6090.70| FABRIC FOR SEPARATION | | | 0035 211-02 645.000 CY | 58.51000 37738.95| 47.00000 30315.00| ROCK BORROW EXCAVATION | | | 0040 212-05 79.000 CY | 144.13000 11386.27| 115.00000 9085.00| SELECT MATERIAL FOR BACKFILLING | | | 0045 229-01 0.540 LM | 35975.35000 19426.69| 8000.00000 4320.00| SHOULDERS AND DITCHES | | | 0050 311-06 998.000 CY | 69.42000 69281.16| 59.00000 58882.00| OPEN GRADED FREE DRAINING BASE COURSE | | | 0055 408-02 240.000 GA | 2.84000 681.60| 1.05000 252.00| BITUMINOUS MATERIAL | | | 0060 601-02 23.100 CY | 819.70000 18935.07| 1260.00000 29106.00| CLASS B CONCRETE | | | 0065 602-01 2648.000 LB | 0.92000 2436.16| 1.03000 2727.44| REINFORCING STEEL BARS | | | 0070 604-01(15)A2 276.000 LF | 71.66000 19778.16| 74.00000 20424.00| METALLIC COATED CORRUGATED STEEL PIPE | | | 0075 604-01(18)A2 300.000 LF | 72.07000 21621.00| 78.00000 23400.00| METALLIC COATED CORRUGATED STEEL PIPE | | | 0080 604-10(71X47) 232.000 LF | 261.56000 60681.92| 355.00000 82360.00| METALLIC COATED CORRUGATED STEEL PIPE | | | ARCH | | | 0085 604-16(71X47) 4.000 EA | 2891.13000 11564.52| 2500.00000 10000.00| END SECTION FOR CORRUGATED STEEL PIPE | | | ARCH | | | 0090 604-70(10X5) 54.000 LF | 736.20000 39754.80| 550.00000 29700.00| PRECAST CONCRETE BOX CULVERT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 006 -3 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9917418 COUNTIES : WOOD LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0583614 |(2) 55-0487806 | |CARL KELLY PAVING, INC. |ORDERS CONSTRUCTION COMPANY,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 604-72(15) 40.000 EA | 393.90000 15756.00| 300.00000 12000.00| SAFETY SLOPE END SECTION FOR CSP | | | 0100 605-07 1.000 EA | 4745.91000 4745.91| 4000.00000 4000.00| TYPE E INLET | | | 0105 605-09 3.000 EA | 2262.77000 6788.31| 2100.00000 6300.00| TYPE G INLET | | | 0110 605-41(18)(6) 48.000 LF | 156.51000 7512.48| 121.00000 5808.00| SLOT INLET | | | 0115 606-29 2750.000 LF | 14.71000 40452.50| 13.65000 37537.50| FREE DRAINING BASE (FDB) TRENCH | | | 0120 606-30 272.000 LF | 23.10000 6283.20| 63.00000 17136.00| OUTLET PIPE | | | 0125 607-01(I) 575.000 LF | 22.23000 12782.25| 15.25000 8768.75| TYPE 1 GUARDRAIL | | | 0130 607-10-1(A) 687.500 LF | 2.30000 1581.25| 1.60000 1100.00| GUARDRAIL REMOVAL | | | 0135 607-65 3.000 EA | 1993.10000 5979.30| 1365.00000 4095.00| FLARED END TERMINAL | | | 0140 610-03(I) 488.000 LF | 44.03000 21486.64| 29.50000 14396.00| COMBINATION CONCRETE CURB AND GUTTER | | | 0145 622-03 14.000 EA | 137.98000 1931.72| 200.00000 2800.00| CANTILEVER MAILBOX SUPPORT | | | 0150 633-01 68.000 SY | 191.81000 13043.08| 95.00000 6460.00| CONCRETE GUTTER | | | 0155 633-03 198.000 CY | 60.99000 12076.02| 54.00000 10692.00| DUMPED ROCK GUTTER | | | 0160 636-06 10.000 DA | 501.14000 5011.40| 635.00000 6350.00| PILOT TRUCK AND DRIVER | | | 0165 636-09 250.000 LF | 2.15000 537.50| 1.10000 275.00| TEMPORARY PAVEMENT MARKINGS-TAPE 4 IN | | | SOLID LINE | | | 0170 636-11 16514.000 UN | 1.53000 25266.42| 0.95000 15688.30| TRAFFIC CONTROL DEVICES | | | 0175 636-14 1500.000 HR | 38.62000 57930.00| 41.00000 61500.00| FLAGGER | | | 0180 636-24 24.000 LF | 268.32000 6439.68| 175.00000 4200.00| TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0185 636-25(B) 230.000 DA | 2.68000 616.40| 1.65000 379.50| WARNING LIGHTS | | | 0190 637-01 1.000 MG | 61.33000 61.33| 90.00000 90.00| WATER FOR DUST PALLIATIVE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 006 -4 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9917418 COUNTIES : WOOD LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0583614 |(2) 55-0487806 | |CARL KELLY PAVING, INC. |ORDERS CONSTRUCTION COMPANY,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0195 638-02 36.000 EA | 114.99000 4139.64| 55.00000 1980.00| RIGHT OF WAY MARKERS | | | 0200 639-01 LUMP| 3871.22000 3871.22| 16000.00000 16000.00| CONSTRUCTION LAYOUT STAKES | | | 0205 640A-1 LUMP| 9198.93000 9198.93| 4500.00000 4500.00| MINIMAL FIELD OFFICE | | | 0210 642-01 1200.000 LF | 0.77000 924.00| 0.55000 660.00| TEMPORARY BERMS | | | 0215 642-02 20.000 LF | 23.00000 460.00| 8.00000 160.00| SLOPE DRAINS | | | 0220 642-03-1 16.000 EA | 183.98000 2943.68| 150.00000 2400.00| DITCH CHECKS | | | 0225 642-03-2 5.000 EA | 383.29000 1916.45| 300.00000 1500.00| CHECK DAMS | | | 0230 642-04-1 87.000 LB | 0.15000 13.05| 2.10000 182.70| TEMPORARY SEED | | | 0235 642-04-2 33.000 LB | 9.20000 303.60| 3.50000 115.50| SEED MIXTURE B | | | 0240 642-04-3 97.000 LB | 12.27000 1190.19| 5.00000 485.00| SEED MIXTURE D | | | 0245 642-05-1 2.800 TN | 1226.53000 3434.28| 900.00000 2520.00| STRAW OR HAY MULCH | | | 0250 642-06 0.580 TN | 1839.79000 1067.08| 1365.00000 791.70| FERTILIZER | | | 0255 642-09 60.000 LF | 1.53000 91.80| 1.15000 69.00| CONTOUR DITCH | | | 0260 642-10 2.200 TN | 76.66000 168.65| 63.00000 138.60| AGRICULTURAL LIMESTONE | | | 0265 642-11 100.000 EA | 8.43000 843.00| 9.00000 900.00| HAY OR STRAW BALES | | | 0270 642-12 3000.000 LF | 7.67000 23010.00| 3.25000 9750.00| SILT FENCE | | | 0275 652-01 1.450 TN | 84.32000 122.26| 63.00000 91.35| AGRICULTURAL LIMESTONE | | | 0280 652-02-1 0.740 TN | 1533.15000 1134.53| 1310.00000 969.40| FERTILIZER, 10-20-10 | | | 0285 652-02-2 0.230 TN | 1993.09000 458.41| 1575.00000 362.25| UREA FORMALDEHYDE FERTILIZER | | | 0290 652-03-1 45.300 LB | 7.67000 347.45| 1.60000 72.48| SEED MIXTURES B, C-1 OR C-2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 006 -5 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9917418 COUNTIES : WOOD LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0583614 |(2) 55-0487806 | |CARL KELLY PAVING, INC. |ORDERS CONSTRUCTION COMPANY,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0295 652-03-2 69.500 LB | 9.20000 639.40| 2.90000 201.55| SEED MIXTURES D | | | 0300 652-04-1 2.800 TN | 1264.85000 3541.58| 900.00000 2520.00| STRAW OR HAY MULCH | | | 0305 657-08 276.000 LF | 12.27000 3386.52| 4.50000 1242.00| (2.00LB) CHANNEL POSTS | | | 0310 657-10 180.000 LF | 15.33000 2759.40| 6.20000 1116.00| (3.00LB) CHANNEL POSTS | | | 0315 661-01(1) 18.000 SF | 27.60000 496.80| 20.00000 360.00| (0.080),FLAT SHEET SIGNS | | | 0320 661-01(2) 68.000 SF | 32.20000 2189.60| 21.00000 1428.00| (0.100),FLAT SHEET SIGNS | | | 0325 661-04(1) 46.000 EA | 7.67000 352.82| 3.70000 170.20| DELINEATORS, REFLEX REFLECTOR ,WHITE | | | SINGLE | | | 0330 663-01-1(II)W 7250.000 LF | 0.23000 1667.50| 0.16000 1160.00| EDGE LINE, WHITE | | | 0335 663-02-1(II)Y 855.000 LF | 0.61000 521.55| 0.42000 359.10| LANE LINE OR CENTERLINE YELLOW | | | 0340 663-03-1(II) 7882.000 LF | 0.23000 1812.86| 0.16000 1261.12| BARRIER LINES | | | 0345 663-04(II) 685.000 LF | 0.77000 527.45| 0.53000 363.05| TYPE II CHANNELIZING LINES | | | 0350 663-07(V)Y 440.000 LF | 9.20000 4048.00| 5.25000 2310.00| TYPE V, STRIPES, YELLOW | | | 0355 663-10(V) 15.000 EA | 283.63000 4254.45| 168.00000 2520.00| TYPE V, LANE ARROWS | | | 0360 663-11(V) 4.000 EA | 99.66000 398.64| 58.00000 232.00| TYPE V, LANE LETTERS | | | 0405 308-01SG AA1 574.000 TN | 27.24000 15635.76| 19.00000 10906.00| CLASS 1 AGGREGATE, STONE OR GRAVEL | | | 0410 308-01S AA2 523.000 TN | | | CLASS 1 AGGREGATE, SLAG | | | 0415 401-1(1)SG BB1 2845.000 TN | 43.55000 123899.75| 46.20000 131439.00| HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0420 401-1(1)S BB2 2589.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0425 402-01(1)SG CC1 741.000 TN | 46.45000 34419.45| 54.60000 40458.60| HMA SKID PVT, (W-1) ST OR GR | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 006 -6 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9917418 COUNTIES : WOOD LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0583614 |(2) 55-0487806 | |CARL KELLY PAVING, INC. |ORDERS CONSTRUCTION COMPANY,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 402-01(1)S CC2 675.000 TN | | | HMA SKID PVT, (W-1) SLAG | | | 0435 636-02SG DD1 100.000 TN | 37.65000 3765.00| 24.00000 2400.00| AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0440 636-02S DD2 91.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 1,008,702.01| $ 1,021,262.79| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,008,702.01| $ 1,021,262.79| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 9907006R1 COUNTIES : MONONGALIA LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : MON-FAYETTE EXPRESSWAY PROJECT(S) : X331-0109/00-001.36 02 NCPD 0043 018 000 LOCATION: N CO. 69/17 TO PENN. STATE LINE 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 52-1059261 MARTA TRACK CONSTRUCTORS, INC. $ 11,946,675.00 100.0000% 2 55-0535003 KANAWHA STONE COMPANY, INC. $ 13,991,000.00 117.1120% 3 61-0874665 ELMO GREER & SONS, INC. $ 14,770,833.20 123.6397% 4 25-1269025 MASHUDA CORPORATION $ 15,264,678.53 127.7734% 5 31-1023518 KOKOSING CONSTRUCTION COMPANY, INC. $ 15,396,336.34 128.8754% 6 34-1173229 CHAPMAN EXCAVATING, INC. $ 16,052,111.54 134.3646% 7 25-1021993 TRUMBULL CORPORATION $ 16,649,828.26 139.3678% 8 55-0345840 VECELLIO & GROGAN, INC. $ 16,798,346.40 140.6110% 9 55-0683174 HEETER CONSTRUCTION, INC. $ 16,924,466.45 141.6667% 10 25-1428005 CAST & BAKER CORPORATION $ 18,038,701.43 150.9934% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9907006R1 COUNTIES : MONONGALIA LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 52-1059261 |(2) 55-0535003 |(3) 61-0874665 |MARTA TRACK CONSTRUCTORS, IN|KANAWHA STONE COMPANY, INC. |ELMO GREER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE, DRAIN AND PAVE | | | 0005 201-01 1.000 LS | 140850.00000 140850.00| 305394.00000 305394.00| 327000.00000 327000.00 CLEARING AND GRUBBING | | | 0010 202-01 1.000 LS | 1125.00000 1125.00| 210.00000 210.00| 200.00000 200.00 BUILDING DEMOLITION , 202-01(01) | | | 0015 202-01 1.000 LS | 3370.00000 3370.00| 4150.00000 4150.00| 4000.00000 4000.00 BUILDING DEMOLITION , 202-01(02) | | | 0020 202-01 1.000 LS | 565.00000 565.00| 620.00000 620.00| 600.00000 600.00 BUILDING DEMOLITION , 202-01)03) | | | 0025 202-01 1.000 LS | 565.00000 565.00| 620.00000 620.00| 600.00000 600.00 BUILDING DEMOLITION , 202-01(04) | | | 0030 202-01 1.000 LS | 565.00000 565.00| 5200.00000 5200.00| 5000.00000 5000.00 BUILDING DEMOLITION , 202-01(05) | | | 0035 202-01 1.000 LS | 1125.00000 1125.00| 2000.00000 2000.00| 1900.00000 1900.00 BUILDING DEMOLITION , 202-01(06) | | | 0040 202-02 LUMP| 845.00000 845.00| 125.00000 125.00| 1050.00000 1050.00 WATER WELL ABANDONMENT , 202-02(01) | | | 0045 202-02 LUMP| 845.00000 845.00| 125.00000 125.00| 1050.00000 1050.00 WATER WELL ABANDONMENT , 202-02(03) | | | 0050 202-02 LUMP| 845.00000 845.00| 125.00000 125.00| 1050.00000 1050.00 WATER WELL ABANDONMENT , 202-02(04) | | | 0055 202-02 LUMP| 845.00000 845.00| 125.00000 125.00| 1050.00000 1050.00 WATER WELL ABANDONMENT , 202-02(05) | | | 0060 202-03 LUMP| 2020.00000 2020.00| 975.00000 975.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT , 202-03(03) | | | 0065 202-03 LUMP| 2020.00000 2020.00| 975.00000 975.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT , 202-03(04) | | | 0070 202-03 LUMP| 2020.00000 2020.00| 975.00000 975.00| 850.00000 850.00 SEPTIC TANK ABANDONMENT , 202-03(05) | | | 0075 204-01 LUMP| 184753.71000 184753.71| 126000.00000 126000.00| 297000.00000 297000.00 MOBILIZATION | | | 0080 207-01 2725749.000 M3 | 2.06000 5615042.94| 2.85000 7768384.65| 3.24000 8831426.76 UNCLASSIFIED EXCAVATION | | | 0085 207-02 10612.000 M3 | 25.80000 273789.60| 24.80000 263177.60| 25.00000 265300.00 SUBGRADE | | | 0090 207-34 98992.000 M2 | 1.40000 138588.80| 1.20000 118790.40| 1.05000 103941.60 FABRIC FOR SEPARATION | | | 0095 307-01 1506.000 M3 | 21.00000 31626.00| 31.30000 47137.80| 30.00000 45180.00 CLASS I AGGREGATE BASE COURSE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 007 -3 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9907006R1 COUNTIES : MONONGALIA LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 52-1059261 |(2) 55-0535003 |(3) 61-0874665 |MARTA TRACK CONSTRUCTORS, IN|KANAWHA STONE COMPANY, INC. |ELMO GREER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 311-06 10069.000 M3 | 56.00000 563864.00| 51.90000 522581.10| 51.00000 513519.00 OPEN GRADED FREE DRAINING BASE | | | 0105 601-02 77.000 M3 | 1455.00000 112035.00| 1484.00000 114268.00| 1080.00000 83160.00 CLASS B CONCRETE | | | 0110 604-191800J 228.000 M | 1400.00000 319200.00| 1200.00000 273600.00| 1175.00000 267900.00 FULL BITUMINOUS COATED AND FIELD PAVED | | | STRUCTURAL PLATE PIPE 1800MM, J6 | | | 0115 604-3704502 2216.000 M | 121.00000 268136.00| 176.60000 391345.60| 101.00000 223816.00 REINFORCED CONCRETE PIPE, 450MM, CLII | | | 0120 604-3706002 403.000 M | 160.00000 64480.00| 216.20000 87128.60| 135.00000 54405.00 REINFORCED CONCRETE PIPE, 600MM, CLASS | | | II | | | 0125 604-3707502 337.000 M | 216.00000 72792.00| 232.60000 78386.20| 169.00000 56953.00 REINFORCED CONCRETE PIPE, 750MM, CLASS | | | II | | | 0130 604-3709002 292.000 M | 244.00000 71248.00| 279.80000 81701.60| 219.00000 63948.00 REINFORCED CONCRETE PIPE 900MM, CLASS II| | | 0135 604-3710502 56.000 M | 323.00000 18088.00| 256.60000 14369.60| 257.00000 14392.00 REINFORCED CONCRETE PIPE, 1050MM, CLASS | | | II | | | 0140 604-760300A7 54.000 M | 86.00000 4644.00| 111.00000 5994.00| 77.00000 4158.00 ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 300MM, A7 | | | 0145 605-01 4.000 EA | 2800.00000 11200.00| 2000.00000 8000.00| 4000.00000 16000.00 TYPE A MANHOLE | | | 0150 605-09 54.000 EA | 2245.00000 121230.00| 1670.00000 90180.00| 1700.00000 91800.00 TYPE G INLET | | | 0155 606-22 213.000 M3 | 27.00000 5751.00| 24.90000 5303.70| 24.00000 5112.00 CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 0160 606-250150 675.000 M | 18.50000 12487.50| 53.60000 36180.00| 16.40000 11070.00 UNDERDRAIN PIPE 150MM | | | 0165 606-29 13040.000 M | 17.90000 233416.00| 18.60000 242544.00| 15.95000 207988.00 FREE DRAINING BASE (FDB) TRENCH | | | 0170 606-30 735.000 M | 42.50000 31237.50| 39.30000 28885.50| 18.70000 13744.50 OUTLET PIPE | | | 0175 607-011 3460.000 M | 30.90000 106914.00| 26.50000 91690.00| 29.36000 101585.60 TYPE 1 GUARDRAIL, CLASS I | | | 0180 607-25B 9.000 EA | 505.00000 4545.00| 311.00000 2799.00| 400.00000 3600.00 CUT SLOPE TERMINAL, TYPE B | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 007 -4 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9907006R1 COUNTIES : MONONGALIA LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 52-1059261 |(2) 55-0535003 |(3) 61-0874665 |MARTA TRACK CONSTRUCTORS, IN|KANAWHA STONE COMPANY, INC. |ELMO GREER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 607-30 12.000 EA | 310.00000 3720.00| 363.00000 4356.00| 400.00000 4800.00 SPECIAL TRAILING END TERMINAL | | | 0190 607-65 6.000 EA | 1800.00000 10800.00| 1350.00000 8100.00| 1275.00000 7650.00 FLARED END TERMINAL | | | 0195 608-0211 7763.000 M | 26.50000 205719.50| 24.40000 189417.20| 29.25000 227067.75 RIGHT OF WAY FENCE FARM FIELD 1.19M | | | 0200 633-01 1005.000 M2 | 87.50000 87937.50| 84.00000 84420.00| 70.00000 70350.00 CONCRETE GUTTER | | | 0205 633-03 2718.000 M3 | 64.50000 175311.00| 10.00000 27180.00| 25.00000 67950.00 DUMPED ROCK GUTTER | | | 0210 636-11 4890.000 UN | 2.45000 11980.50| 1.75000 8557.50| 2.50000 12225.00 TRAFFIC CONTROL DEVICE | | | 0215 636-25A 200.000 DA | 1.00000 200.00| 0.75000 150.00| 0.60000 120.00 WARNING LIGHTS TYPE A | | | 0220 636-25B 400.000 DA | 2.00000 800.00| 1.90000 760.00| 2.00000 800.00 WARNING LIGHTS TYPE B | | | 0225 637-01 26990.000 M3 | 1.85000 49931.50| 6.40000 172736.00| 1.00000 26990.00 WATER FOR DUST PALLIATIVE | | | 0230 638-02 98.000 EA | 53.00000 5194.00| 200.00000 19600.00| 75.00000 7350.00 RIGHT OF WAY MARKERS | | | 0235 638-03 6.000 EA | 630.00000 3780.00| 150.00000 900.00| 150.00000 900.00 SURVEY MARKERS | | | 0240 639-01 LUMP| 86400.00000 86400.00| 175000.00000 175000.00| 210000.00000 210000.00 CONSTRUCTION LAYOUT STAKES | | | 0245 640-01 LUMP| 28050.00000 28050.00| 24000.00000 24000.00| 30000.00000 30000.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0250 640-03 LUMP| 6735.00000 6735.00| 5000.00000 5000.00| 12000.00000 12000.00 BUILDING EQUIPMENT | | | 0255 642-01 1920.000 M | 7.50000 14400.00| 0.50000 960.00| 0.50000 960.00 TEMPORARY BERMS | | | 0260 642-02 157.000 M | 87.50000 13737.50| 12.40000 1946.80| 15.00000 2355.00 SLOPE DRAINS | | | 0265 642-031 465.000 EA | 19.85000 9230.25| 52.00000 24180.00| 150.00000 69750.00 DITCH CHECKS | | | 0270 642-032 2.000 EA | 2010.00000 4020.00| 199.60000 399.20| 250.00000 500.00 CHECK DAMS | | | 0275 642-033 4123.000 M3 | 5.00000 20615.00| 5.40000 22264.20| 4.09000 16863.07 SEDIMENT TRAP | | | 0280 642-034 3810.000 M3 | 2.45000 9334.50| 5.60000 21336.00| 3.75000 14287.50 SEDIMENT DAM | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 007 -5 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9907006R1 COUNTIES : MONONGALIA LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 52-1059261 |(2) 55-0535003 |(3) 61-0874665 |MARTA TRACK CONSTRUCTORS, IN|KANAWHA STONE COMPANY, INC. |ELMO GREER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0285 642-035 2.000 EA | 4740.00000 9480.00| 2255.00000 4510.00| 2500.00000 5000.00 RISER | | | 0290 642-036 5355.000 M3 | 3.20000 17136.00| 5.00000 26775.00| 3.82000 20456.10 SEDIMENT REMOVAL | | | 0295 642-051 53.000 MGR | 395.00000 20935.00| 441.00000 23373.00| 425.00000 22525.00 STRAW OR HAY MULCH | | | 0300 642-052 41.000 MGR | 955.00000 39155.00| 741.00000 30381.00| 715.00000 29315.00 WOOD CELLULOSE FIBER MULCH | | | 0305 642-06 16.000 MGR | 1010.00000 16160.00| 926.00000 14816.00| 892.66000 14282.56 FERTILIZER | | | 0310 642-07 4626.000 M2 | 0.50000 2313.00| 1.30000 6013.80| 1.25000 5782.50 FIBER MATTING | | | 0315 642-09 9130.000 M | 8.30000 75779.00| 0.50000 4565.00| 0.50000 4565.00 CONTOUR DITCH | | | 0320 642-10 154.000 MGR | 28.00000 4312.00| 1.05000 161.70| 1.00000 154.00 AGRICULTURAL LIMESTONE | | | 0325 642-11 8101.000 EA | 9.70000 78579.70| 5.00000 40505.00| 5.00000 40505.00 HAY OR STRAW BALES | | | 0330 642-12 9142.000 M | 6.50000 59423.00| 6.50000 59423.00| 6.00000 54852.00 SILT FENCE | | | 0335 642-044 4846.000 KG | 2.00000 9692.00| 0.15000 726.90| 0.10000 484.60 SEED MIXTURE L | | | 0340 652-01 154.000 MGR | 28.00000 4312.00| 1.05000 161.70| 1.00000 154.00 AGRICULTURAL LIMESTONE | | | 0345 652-021 16.000 MGR | 1010.00000 16160.00| 926.00000 14816.00| 892.66000 14282.56 FERTILIZER 10-20-10 | | | 0350 652-022 12.000 MGR | 1010.00000 12120.00| 882.00000 10584.00| 850.00000 10200.00 UREA FORMALDEHYDE FERTILIZER | | | 0355 652-041 53.000 MGR | 365.00000 19345.00| 420.00000 22260.00| 405.00000 21465.00 STRAW OR HAY MULCH | | | 0360 652-042 41.000 MGR | 945.00000 38745.00| 726.00000 29766.00| 700.00000 28700.00 WOOD CELLULOSE FIBER MULCH | | | 0365 652-035 4846.000 KG | 1.80000 8722.80| 0.15000 726.90| 0.10000 484.60 SEED MIXTURE L | | | 0370 655-02A 2756.000 M2 | 5.05000 13917.80| 4.10000 11299.60| 3.95000 10886.20 PERMANENT EROSION MATTING, TYPE A | | | 0375 655-02B 6027.000 M2 | 5.05000 30436.35| 4.10000 24710.70| 3.95000 23806.65 PERMANENT EROSION MATTING, TYPE B | | | 0405 401S-1(1)SG AA1 48998.000 MGR | 35.35000 1732079.30| 32.70000 1602234.60| 31.00000 1518938.00 SUPERPAVE HMA BASE COURSE,ST/GR | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 007 -6 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9907006R1 COUNTIES : MONONGALIA LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 52-1059261 |(2) 55-0535003 |(3) 61-0874665 |MARTA TRACK CONSTRUCTORS, IN|KANAWHA STONE COMPANY, INC. |ELMO GREER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0410 401S-1(1)S AA2 46787.000 MGR | | | SUPERPAVE HMA BASE COURSE,SLAG | | | 0415 401S-7SG BB1 2146.000 MGR | 41.50000 89059.00| 38.40000 82406.40| 38.00000 81548.00 SUPERPAVE HMA SCRATCH COURSE,ST/GR | | | 0420 401S-7S BB2 2146.000 MGR | | | SUPERPAVE HMA SCRATCH COURSE,SLAG | | | 0425 402S-01(1)SG CC1 4391.000 MGR | 43.75000 192106.25| 40.50000 177835.50| 42.00000 184422.00 SUPERPAVE HMA SKID RESISTANT PAVEMENT, | | | ST/GR | | | 0430 402S-01(1)S CC2 4193.000 MGR | | | SUPERPAVE HMA SKID RESISTANT PAVEMENT, | | | SLAG | | | 0435 604-250450A2 DD1 90.000 M | 111.00000 9990.00| | 98.00000 8820.00 CORRUGATED ALUMINUM ALLOY PIPE 450MM, A2| | | 0440 604-760450A2 DD2 90.000 M | | 133.00000 11970.00| ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 450MM, A2 | | | 0445 604-760450A7 DD3 90.000 M | | | ALLUMINUM COATED CORRUGATED STEEL PIPE, | | | 450MM, A7 | | | 0450 604-250600A2 EE1 166.000 M | | | 127.00000 21082.00 CORRUGATED ALUMINUM ALLOY PIPE 600MM, A2| | | 0455 604-760600A2 EE2 166.000 M | 128.00000 21248.00| 158.00000 26228.00| ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 600MM, A2 | | | 0460 604-760600A7 EE3 166.000 M | | | ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 600MM, A7 | | | 0465 604-250800B2 FF1 86.000 M | | | 142.00000 12212.00 CORRUGATED ALUMINUM ALLOY PIPE 800MM, B2| | | 0470 604-760800A2 FF2 86.000 M | 157.00000 13502.00| 156.00000 13416.00| ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 800MM, A2 | | | 0475 604-760800A7 FF3 86.000 M | | | ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 800MM, A7 | | | 0480 604-250900D2 GG1 164.000 M | | | 164.00000 26896.00 CORRUGATED ALUMINUM ALLOY PIPE, 900MM, | | | D2 | | | 0485 604-760900A2 GG2 164.000 M | 166.00000 27224.00| 169.00000 27716.00| ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 900MM, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 007 -7 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9907006R1 COUNTIES : MONONGALIA LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 52-1059261 |(2) 55-0535003 |(3) 61-0874665 |MARTA TRACK CONSTRUCTORS, IN|KANAWHA STONE COMPANY, INC. |ELMO GREER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 604-760900A7 GG3 164.000 M | | | ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 900MM, A7 | | | 0495 604-251000D2 HH1 126.000 M | | | 191.00000 24066.00 CORRUGATED ALUMINUM ALLOY PIPE, 1000MM, | | | D2 | | | 0500 604-761000A2 HH2 126.000 M | 185.00000 23310.00| 196.00000 24696.00| ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 1000MM, A2 | | | 0505 604-761000A7 HH3 126.000 M | | | ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 1000MM, A7 | | | SECTION TOTALS | $ 11,755,812.50| $ 13,803,407.05| $ 14,590,852.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 TRAFFIC SIGNS | | | 0510 657-06W150018 19.000 M | 97.00000 1843.00| 76.80000 1459.20| 74.00000 1406.00 A-441 SUPPORTS, W 150X18, GALVANIZED | | | 0515 657-06W200026 38.000 M | 115.00000 4370.00| 84.00000 3192.00| 81.00000 3078.00 A-441 SUPPORTS, W 200X26.6 GALVANIZED | | | 0520 657-06W250032 57.000 M | 130.00000 7410.00| 101.70000 5796.90| 98.00000 5586.00 A-441 SUPPORTS, W 250X32 GALVANIZED | | | 0525 657-08 137.000 M | 20.00000 2740.00| 13.50000 1849.50| 13.00000 1781.00 2.98KG CHANNEL POST | | | 0530 657-10 75.000 M | 24.00000 1800.00| 18.70000 1402.50| 18.00000 1350.00 4.5KG CHANNEL POST | | | 0535 657-12 12.000 M | 30.00000 360.00| 23.90000 286.80| 23.00000 276.00 5.96KG BACK/BACK CHANNEL POST | | | 0540 657-17 15.000 M3 | 785.00000 11775.00| 960.00000 14400.00| 925.00000 13875.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0545 658-01 17.000 M3 | 785.00000 13345.00| 985.00000 16745.00| 950.00000 16150.00 CLASS B CONCRETE FOOTINGS, REINFORCED, | | | OVERHEAD | | | 0550 658-02 1.000 EA | 28050.00000 28050.00| 23030.00000 23030.00| 22200.00000 22200.00 OVERHEAD SIGN STRUCTURE, STEEL-ALUMINUM | | | COMBINATION COMBINATION (3) | | | 0555 658-02 1.000 EA | 28050.00000 28050.00| 23030.00000 23030.00| 22200.00000 22200.00 OVERHEAD SIGN STRUCTURE, STEEL-ALUMINUM | | | COMBINATION COMBINATION (12) | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 007 -8 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9907006R1 COUNTIES : MONONGALIA LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 52-1059261 |(2) 55-0535003 |(3) 61-0874665 |MARTA TRACK CONSTRUCTORS, IN|KANAWHA STONE COMPANY, INC. |ELMO GREER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0560 659-01 LUMP| 14500.00000 14500.00| 18865.00000 18865.00| 18185.00000 18185.00 SIGN LIGHTING TYPE 3 (3) | | | 0565 659-01 LUMP| 16300.00000 16300.00| 19850.00000 19850.00| 19135.00000 19135.00 SIGN LIGHTING TYPE 3 (12) | | | 0570 661-011 19.000 M2 | 180.00000 3420.00| 176.40000 3351.60| 170.00000 3230.00 2MM FLAT SHEET SIGNS | | | 0575 661-02 188.000 M2 | 225.00000 42300.00| 218.00000 40984.00| 210.00000 39480.00 EXTRUDED PANEL SIGNS | | | 0580 661-041 65.000 EA | 4.00000 260.00| 3.10000 201.50| 3.00000 195.00 DELINEATORS, REFLEX REFLECTOR, WHITE | | | SINGLE | | | SECTION TOTALS | $ 176,523.00| $ 174,444.00| $ 168,127.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 PAVEMENT MARKINGS | | | 0585 663-0112W 6480.000 M | 0.60000 3888.00| 0.43000 2786.40| 0.41000 2656.80 EDGE LINE WHITE TYPE II | | | 0590 663-0112Y 6480.000 M | 0.60000 3888.00| 0.43000 2786.40| 0.41000 2656.80 EDGE LINE YELLOW TYPE II | | | 0595 663-0212W 1805.000 M | 0.70000 1263.50| 0.43000 776.15| 0.41000 740.05 LANE LINE OR CENTER LINE WHITE TYPE II | | | SECTION TOTALS | $ 9,039.50| $ 6,348.95| $ 6,053.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 COMPUTER SYSTEM | | | 0600 640-04 LUMP| 4500.00000 4500.00| 6000.00000 6000.00| 5000.00000 5000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 4,500.00| $ 6,000.00| $ 5,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 TRAINING | | | 0605 699 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 | $ 11,946,675.00| $ 13,991,000.00| $ 14,770,833.20 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 007 -9 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9907006R1 COUNTIES : MONONGALIA LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 25-1269025 |(5) 31-1023518 |(6) 34-1173229 |MASHUDA CORPORATION |KOKOSING CONSTRUCTION COMPAN|CHAPMAN EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE, DRAIN AND PAVE | | | 0005 201-01 1.000 LS | 558400.00000 558400.00| 419000.00000 419000.00| 335800.00000 335800.00 CLEARING AND GRUBBING | | | 0010 202-01 1.000 LS | 200.00000 200.00| 300.00000 300.00| 1083.00000 1083.00 BUILDING DEMOLITION , 202-01(01) | | | 0015 202-01 1.000 LS | 4000.00000 4000.00| 3500.00000 3500.00| 3250.00000 3250.00 BUILDING DEMOLITION , 202-01(02) | | | 0020 202-01 1.000 LS | 600.00000 600.00| 500.00000 500.00| 1489.00000 1489.00 BUILDING DEMOLITION , 202-01)03) | | | 0025 202-01 1.000 LS | 600.00000 600.00| 500.00000 500.00| 1354.00000 1354.00 BUILDING DEMOLITION , 202-01(04) | | | 0030 202-01 1.000 LS | 5000.00000 5000.00| 4000.00000 4000.00| 3656.00000 3656.00 BUILDING DEMOLITION , 202-01(05) | | | 0035 202-01 1.000 LS | 1900.00000 1900.00| 1500.00000 1500.00| 542.00000 542.00 BUILDING DEMOLITION , 202-01(06) | | | 0040 202-02 LUMP| 1050.00000 1050.00| 300.00000 300.00| 1092.00000 1092.00 WATER WELL ABANDONMENT , 202-02(01) | | | 0045 202-02 LUMP| 1050.00000 1050.00| 300.00000 300.00| 1092.00000 1092.00 WATER WELL ABANDONMENT , 202-02(03) | | | 0050 202-02 LUMP| 1050.00000 1050.00| 300.00000 300.00| 1092.00000 1092.00 WATER WELL ABANDONMENT , 202-02(04) | | | 0055 202-02 LUMP| 1050.00000 1050.00| 300.00000 300.00| 1092.00000 1092.00 WATER WELL ABANDONMENT , 202-02(05) | | | 0060 202-03 LUMP| 850.00000 850.00| 500.00000 500.00| 709.00000 709.00 SEPTIC TANK ABANDONMENT , 202-03(03) | | | 0065 202-03 LUMP| 850.00000 850.00| 500.00000 500.00| 709.00000 709.00 SEPTIC TANK ABANDONMENT , 202-03(04) | | | 0070 202-03 LUMP| 850.00000 850.00| 500.00000 500.00| 709.00000 709.00 SEPTIC TANK ABANDONMENT , 202-03(05) | | | 0075 204-01 LUMP| 464410.00000 464410.00| 180000.00000 180000.00| 200000.00000 200000.00 MOBILIZATION | | | 0080 207-01 2725749.000 M3 | 3.18000 8667881.82| 3.41000 9294804.09| 3.56000 9703666.44 UNCLASSIFIED EXCAVATION | | | 0085 207-02 10612.000 M3 | 25.00000 265300.00| 28.00000 297136.00| 23.40000 248320.80 SUBGRADE | | | 0090 207-34 98992.000 M2 | 1.22000 120770.24| 0.90000 89092.80| 1.30000 128689.60 FABRIC FOR SEPARATION | | | 0095 307-01 1506.000 M3 | 27.00000 40662.00| 40.00000 60240.00| 24.20000 36445.20 CLASS I AGGREGATE BASE COURSE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 007 -10 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9907006R1 COUNTIES : MONONGALIA LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 25-1269025 |(5) 31-1023518 |(6) 34-1173229 |MASHUDA CORPORATION |KOKOSING CONSTRUCTION COMPAN|CHAPMAN EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 311-06 10069.000 M3 | 50.00000 503450.00| 51.00000 513519.00| 52.00000 523588.00 OPEN GRADED FREE DRAINING BASE | | | 0105 601-02 77.000 M3 | 1185.00000 91245.00| 1300.00000 100100.00| 1300.00000 100100.00 CLASS B CONCRETE | | | 0110 604-191800J 228.000 M | 1587.00000 361836.00| 1250.00000 285000.00| 1187.00000 270636.00 FULL BITUMINOUS COATED AND FIELD PAVED | | | STRUCTURAL PLATE PIPE 1800MM, J6 | | | 0115 604-3704502 2216.000 M | 118.00000 261488.00| 130.00000 288080.00| 102.00000 226032.00 REINFORCED CONCRETE PIPE, 450MM, CLII | | | 0120 604-3706002 403.000 M | 161.05000 64903.15| 160.00000 64480.00| 150.00000 60450.00 REINFORCED CONCRETE PIPE, 600MM, CLASS | | | II | | | 0125 604-3707502 337.000 M | 197.35000 66506.95| 210.00000 70770.00| 192.00000 64704.00 REINFORCED CONCRETE PIPE, 750MM, CLASS | | | II | | | 0130 604-3709002 292.000 M | 294.95000 86125.40| 250.00000 73000.00| 269.00000 78548.00 REINFORCED CONCRETE PIPE 900MM, CLASS II| | | 0135 604-3710502 56.000 M | 314.70000 17623.20| 290.00000 16240.00| 314.00000 17584.00 REINFORCED CONCRETE PIPE, 1050MM, CLASS | | | II | | | 0140 604-760300A7 54.000 M | 73.25000 3955.50| 90.00000 4860.00| 83.00000 4482.00 ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 300MM, A7 | | | 0145 605-01 4.000 EA | 2900.00000 11600.00| 2000.00000 8000.00| 1104.00000 4416.00 TYPE A MANHOLE | | | 0150 605-09 54.000 EA | 2350.00000 126900.00| 1600.00000 86400.00| 2600.00000 140400.00 TYPE G INLET | | | 0155 606-22 213.000 M3 | 24.00000 5112.00| 26.00000 5538.00| 25.00000 5325.00 CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 0160 606-250150 675.000 M | 16.40000 11070.00| 24.00000 16200.00| 17.10000 11542.50 UNDERDRAIN PIPE 150MM | | | 0165 606-29 13040.000 M | 15.95000 207988.00| 14.00000 182560.00| 16.60000 216464.00 FREE DRAINING BASE (FDB) TRENCH | | | 0170 606-30 735.000 M | 38.00000 27930.00| 50.00000 36750.00| 19.50000 14332.50 OUTLET PIPE | | | 0175 607-011 3460.000 M | 26.10000 90306.00| 25.00000 86500.00| 26.50000 91690.00 TYPE 1 GUARDRAIL, CLASS I | | | 0180 607-25B 9.000 EA | 400.00000 3600.00| 350.00000 3150.00| 312.00000 2808.00 CUT SLOPE TERMINAL, TYPE B | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 007 -11 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9907006R1 COUNTIES : MONONGALIA LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 25-1269025 |(5) 31-1023518 |(6) 34-1173229 |MASHUDA CORPORATION |KOKOSING CONSTRUCTION COMPAN|CHAPMAN EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 607-30 12.000 EA | 350.00000 4200.00| 300.00000 3600.00| 364.00000 4368.00 SPECIAL TRAILING END TERMINAL | | | 0190 607-65 6.000 EA | 1350.00000 8100.00| 1400.00000 8400.00| 1352.00000 8112.00 FLARED END TERMINAL | | | 0195 608-0211 7763.000 M | 23.00000 178549.00| 24.00000 186312.00| 24.50000 190193.50 RIGHT OF WAY FENCE FARM FIELD 1.19M | | | 0200 633-01 1005.000 M2 | 89.00000 89445.00| 90.00000 90450.00| 88.40000 88842.00 CONCRETE GUTTER | | | 0205 633-03 2718.000 M3 | 63.75000 173272.50| 20.00000 54360.00| 72.30000 196511.40 DUMPED ROCK GUTTER | | | 0210 636-11 4890.000 UN | 1.50000 7335.00| 1.00000 4890.00| 1.60000 7824.00 TRAFFIC CONTROL DEVICE | | | 0215 636-25A 200.000 DA | 0.75000 150.00| 5.00000 1000.00| 0.80000 160.00 WARNING LIGHTS TYPE A | | | 0220 636-25B 400.000 DA | 1.65000 660.00| 3.00000 1200.00| 1.70000 680.00 WARNING LIGHTS TYPE B | | | 0225 637-01 26990.000 M3 | 1.00000 26990.00| 2.50000 67475.00| 3.60000 97164.00 WATER FOR DUST PALLIATIVE | | | 0230 638-02 98.000 EA | 105.00000 10290.00| 80.00000 7840.00| 115.00000 11270.00 RIGHT OF WAY MARKERS | | | 0235 638-03 6.000 EA | 310.00000 1860.00| 140.00000 840.00| 231.00000 1386.00 SURVEY MARKERS | | | 0240 639-01 LUMP| 120000.00000 120000.00| 150000.00000 150000.00| 217065.00000 217065.00 CONSTRUCTION LAYOUT STAKES | | | 0245 640-01 LUMP| 15000.00000 15000.00| 60000.00000 60000.00| 62912.00000 62912.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0250 640-03 LUMP| 5000.00000 5000.00| 6000.00000 6000.00| 2838.00000 2838.00 BUILDING EQUIPMENT | | | 0255 642-01 1920.000 M | 3.00000 5760.00| 1.20000 2304.00| 1.80000 3456.00 TEMPORARY BERMS | | | 0260 642-02 157.000 M | 75.00000 11775.00| 20.00000 3140.00| 82.10000 12889.70 SLOPE DRAINS | | | 0265 642-031 465.000 EA | 100.00000 46500.00| 80.00000 37200.00| 88.60000 41199.00 DITCH CHECKS | | | 0270 642-032 2.000 EA | 1000.00000 2000.00| 450.00000 900.00| 723.00000 1446.00 CHECK DAMS | | | 0275 642-033 4123.000 M3 | 8.00000 32984.00| 2.70000 11132.10| 5.70000 23501.10 SEDIMENT TRAP | | | 0280 642-034 3810.000 M3 | 3.50000 13335.00| 3.50000 13335.00| 3.55000 13525.50 SEDIMENT DAM | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 007 -12 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9907006R1 COUNTIES : MONONGALIA LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 25-1269025 |(5) 31-1023518 |(6) 34-1173229 |MASHUDA CORPORATION |KOKOSING CONSTRUCTION COMPAN|CHAPMAN EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0285 642-035 2.000 EA | 1600.00000 3200.00| 1500.00000 3000.00| 1450.00000 2900.00 RISER | | | 0290 642-036 5355.000 M3 | 5.00000 26775.00| 10.00000 53550.00| 8.22000 44018.10 SEDIMENT REMOVAL | | | 0295 642-051 53.000 MGR | 425.00000 22525.00| 400.00000 21200.00| 364.00000 19292.00 STRAW OR HAY MULCH | | | 0300 642-052 41.000 MGR | 715.00000 29315.00| 700.00000 28700.00| 884.00000 36244.00 WOOD CELLULOSE FIBER MULCH | | | 0305 642-06 16.000 MGR | 892.66000 14282.56| 900.00000 14400.00| 936.00000 14976.00 FERTILIZER | | | 0310 642-07 4626.000 M2 | 1.25000 5782.50| 1.00000 4626.00| 0.40000 1850.40 FIBER MATTING | | | 0315 642-09 9130.000 M | 3.00000 27390.00| 3.00000 27390.00| 3.50000 31955.00 CONTOUR DITCH | | | 0320 642-10 154.000 MGR | 1.00000 154.00| 2.00000 308.00| 26.00000 4004.00 AGRICULTURAL LIMESTONE | | | 0325 642-11 8101.000 EA | 5.00000 40505.00| 5.00000 40505.00| 9.00000 72909.00 HAY OR STRAW BALES | | | 0330 642-12 9142.000 M | 9.50000 86849.00| 7.50000 68565.00| 9.00000 82278.00 SILT FENCE | | | 0335 642-044 4846.000 KG | 0.10000 484.60| 0.80000 3876.80| 1.80000 8722.80 SEED MIXTURE L | | | 0340 652-01 154.000 MGR | 1.00000 154.00| 2.00000 308.00| 26.00000 4004.00 AGRICULTURAL LIMESTONE | | | 0345 652-021 16.000 MGR | 892.66000 14282.56| 900.00000 14400.00| 936.00000 14976.00 FERTILIZER 10-20-10 | | | 0350 652-022 12.000 MGR | 850.00000 10200.00| 900.00000 10800.00| 936.00000 11232.00 UREA FORMALDEHYDE FERTILIZER | | | 0355 652-041 53.000 MGR | 405.00000 21465.00| 400.00000 21200.00| 338.00000 17914.00 STRAW OR HAY MULCH | | | 0360 652-042 41.000 MGR | 700.00000 28700.00| 750.00000 30750.00| 874.00000 35834.00 WOOD CELLULOSE FIBER MULCH | | | 0365 652-035 4846.000 KG | 0.10000 484.60| 0.80000 3876.80| 1.70000 8238.20 SEED MIXTURE L | | | 0370 655-02A 2756.000 M2 | 3.95000 10886.20| 4.00000 11024.00| 4.70000 12953.20 PERMANENT EROSION MATTING, TYPE A | | | 0375 655-02B 6027.000 M2 | 3.95000 23806.65| 4.00000 24108.00| 4.70000 28326.90 PERMANENT EROSION MATTING, TYPE B | | | 0405 401S-1(1)SG AA1 48998.000 MGR | 31.50000 1543437.00| 32.00000 1567936.00| 32.80000 1607134.40 SUPERPAVE HMA BASE COURSE,ST/GR | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 007 -13 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9907006R1 COUNTIES : MONONGALIA LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 25-1269025 |(5) 31-1023518 |(6) 34-1173229 |MASHUDA CORPORATION |KOKOSING CONSTRUCTION COMPAN|CHAPMAN EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0410 401S-1(1)S AA2 46787.000 MGR | | | SUPERPAVE HMA BASE COURSE,SLAG | | | 0415 401S-7SG BB1 2146.000 MGR | 37.00000 79402.00| 37.50000 80475.00| 38.50000 82621.00 SUPERPAVE HMA SCRATCH COURSE,ST/GR | | | 0420 401S-7S BB2 2146.000 MGR | | | SUPERPAVE HMA SCRATCH COURSE,SLAG | | | 0425 402S-01(1)SG CC1 4391.000 MGR | 39.00000 171249.00| 39.50000 173444.50| 40.60000 178274.60 SUPERPAVE HMA SKID RESISTANT PAVEMENT, | | | ST/GR | | | 0430 402S-01(1)S CC2 4193.000 MGR | | | SUPERPAVE HMA SKID RESISTANT PAVEMENT, | | | SLAG | | | 0435 604-250450A2 DD1 90.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE 450MM, A2| | | 0440 604-760450A2 DD2 90.000 M | 109.20000 9828.00| 130.00000 11700.00| 85.00000 7650.00 ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 450MM, A2 | | | 0445 604-760450A7 DD3 90.000 M | | | ALLUMINUM COATED CORRUGATED STEEL PIPE, | | | 450MM, A7 | | | 0450 604-250600A2 EE1 166.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE 600MM, A2| | | 0455 604-760600A2 EE2 166.000 M | 144.10000 23920.60| 210.00000 34860.00| 165.30000 27439.80 ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 600MM, A2 | | | 0460 604-760600A7 EE3 166.000 M | | | ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 600MM, A7 | | | 0465 604-250800B2 FF1 86.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE 800MM, B2| | | 0470 604-760800A2 FF2 86.000 M | 157.10000 13510.60| 170.00000 14620.00| 123.00000 10578.00 ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 800MM, A2 | | | 0475 604-760800A7 FF3 86.000 M | | | ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 800MM, A7 | | | 0480 604-250900D2 GG1 164.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE, 900MM, | | | D2 | | | 0485 604-760900A2 GG2 164.000 M | 167.95000 27543.80| 190.00000 31160.00| 153.40000 25157.60 ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 900MM, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 007 -14 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9907006R1 COUNTIES : MONONGALIA LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 25-1269025 |(5) 31-1023518 |(6) 34-1173229 |MASHUDA CORPORATION |KOKOSING CONSTRUCTION COMPAN|CHAPMAN EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 604-760900A7 GG3 164.000 M | | | ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 900MM, A7 | | | 0495 604-251000D2 HH1 126.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE, 1000MM, | | | D2 | | | 0500 604-761000A2 HH2 126.000 M | 224.50000 28287.00| 220.00000 27720.00| 188.50000 23751.00 ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 1000MM, A2 | | | 0505 604-761000A7 HH3 126.000 M | | | ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 1000MM, A7 | | | SECTION TOTALS | $ 15,095,738.43| $ 15,229,301.09| $ 15,904,470.24 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 TRAFFIC SIGNS | | | 0510 657-06W150018 19.000 M | 75.00000 1425.00| 80.00000 1520.00| 78.00000 1482.00 A-441 SUPPORTS, W 150X18, GALVANIZED | | | 0515 657-06W200026 38.000 M | 80.00000 3040.00| 90.00000 3420.00| 88.00000 3344.00 A-441 SUPPORTS, W 200X26.6 GALVANIZED | | | 0520 657-06W250032 57.000 M | 90.00000 5130.00| 95.00000 5415.00| 94.00000 5358.00 A-441 SUPPORTS, W 250X32 GALVANIZED | | | 0525 657-08 137.000 M | 23.00000 3151.00| 20.00000 2740.00| 23.90000 3274.30 2.98KG CHANNEL POST | | | 0530 657-10 75.000 M | 26.00000 1950.00| 25.00000 1875.00| 27.00000 2025.00 4.5KG CHANNEL POST | | | 0535 657-12 12.000 M | 25.00000 300.00| 28.00000 336.00| 26.00000 312.00 5.96KG BACK/BACK CHANNEL POST | | | 0540 657-17 15.000 M3 | 665.00000 9975.00| 680.00000 10200.00| 692.00000 10380.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0545 658-01 17.000 M3 | 665.00000 11305.00| 680.00000 11560.00| 692.00000 11764.00 CLASS B CONCRETE FOOTINGS, REINFORCED, | | | OVERHEAD | | | 0550 658-02 1.000 EA | 20700.00000 20700.00| 21000.00000 21000.00| 21528.00000 21528.00 OVERHEAD SIGN STRUCTURE, STEEL-ALUMINUM | | | COMBINATION COMBINATION (3) | | | 0555 658-02 1.000 EA | 20700.00000 20700.00| 21000.00000 21000.00| 21528.00000 21528.00 OVERHEAD SIGN STRUCTURE, STEEL-ALUMINUM | | | COMBINATION COMBINATION (12) | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 007 -15 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9907006R1 COUNTIES : MONONGALIA LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 25-1269025 |(5) 31-1023518 |(6) 34-1173229 |MASHUDA CORPORATION |KOKOSING CONSTRUCTION COMPAN|CHAPMAN EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0560 659-01 LUMP| 18185.00000 18185.00| 18000.00000 18000.00| 7176.00000 7176.00 SIGN LIGHTING TYPE 3 (3) | | | 0565 659-01 LUMP| 19135.00000 19135.00| 19000.00000 19000.00| 7176.00000 7176.00 SIGN LIGHTING TYPE 3 (12) | | | 0570 661-011 19.000 M2 | 180.00000 3420.00| 190.00000 3610.00| 187.00000 3553.00 2MM FLAT SHEET SIGNS | | | 0575 661-02 188.000 M2 | 200.00000 37600.00| 190.00000 35720.00| 208.00000 39104.00 EXTRUDED PANEL SIGNS | | | 0580 661-041 65.000 EA | 4.00000 260.00| 3.00000 195.00| 4.00000 260.00 DELINEATORS, REFLEX REFLECTOR, WHITE | | | SINGLE | | | SECTION TOTALS | $ 156,276.00| $ 155,591.00| $ 138,264.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 PAVEMENT MARKINGS | | | 0585 663-0112W 6480.000 M | 0.46000 2980.80| 0.45000 2916.00| 0.40000 2592.00 EDGE LINE WHITE TYPE II | | | 0590 663-0112Y 6480.000 M | 0.46000 2980.80| 0.45000 2916.00| 0.40000 2592.00 EDGE LINE YELLOW TYPE II | | | 0595 663-0212W 1805.000 M | 0.50000 902.50| 0.45000 812.25| 0.40000 722.00 LANE LINE OR CENTER LINE WHITE TYPE II | | | SECTION TOTALS | $ 6,864.10| $ 6,644.25| $ 5,906.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 COMPUTER SYSTEM | | | 0600 640-04 LUMP| 5000.00000 5000.00| 4000.00000 4000.00| 2671.00000 2671.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 5,000.00| $ 4,000.00| $ 2,671.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 TRAINING | | | 0605 699 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 | $ 15,264,678.53| $ 15,396,336.34| $ 16,052,111.54 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 007 -16 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9907006R1 COUNTIES : MONONGALIA LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 25-1021993 |(8) 55-0345840 |(9) 55-0683174 |TRUMBULL CORPORATION |VECELLIO & GROGAN, INC. |HEETER CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE, DRAIN AND PAVE | | | 0005 201-01 1.000 LS | 800000.00000 800000.00| 805000.00000 805000.00| 400000.00000 400000.00 CLEARING AND GRUBBING | | | 0010 202-01 1.000 LS | 1000.00000 1000.00| 1.00000 1.00| 1000.00000 1000.00 BUILDING DEMOLITION , 202-01(01) | | | 0015 202-01 1.000 LS | 2000.00000 2000.00| 1.00000 1.00| 1000.00000 1000.00 BUILDING DEMOLITION , 202-01(02) | | | 0020 202-01 1.000 LS | 2500.00000 2500.00| 1.00000 1.00| 1000.00000 1000.00 BUILDING DEMOLITION , 202-01)03) | | | 0025 202-01 1.000 LS | 2500.00000 2500.00| 1.00000 1.00| 1000.00000 1000.00 BUILDING DEMOLITION , 202-01(04) | | | 0030 202-01 1.000 LS | 2500.00000 2500.00| 1.00000 1.00| 1000.00000 1000.00 BUILDING DEMOLITION , 202-01(05) | | | 0035 202-01 1.000 LS | 1000.00000 1000.00| 1.00000 1.00| 1000.00000 1000.00 BUILDING DEMOLITION , 202-01(06) | | | 0040 202-02 LUMP| 1000.00000 1000.00| 1050.00000 1050.00| 2000.00000 2000.00 WATER WELL ABANDONMENT , 202-02(01) | | | 0045 202-02 LUMP| 1000.00000 1000.00| 1050.00000 1050.00| 2000.00000 2000.00 WATER WELL ABANDONMENT , 202-02(03) | | | 0050 202-02 LUMP| 1000.00000 1000.00| 1050.00000 1050.00| 2000.00000 2000.00 WATER WELL ABANDONMENT , 202-02(04) | | | 0055 202-02 LUMP| 1000.00000 1000.00| 1050.00000 1050.00| 2000.00000 2000.00 WATER WELL ABANDONMENT , 202-02(05) | | | 0060 202-03 LUMP| 1500.00000 1500.00| 850.00000 850.00| 1000.00000 1000.00 SEPTIC TANK ABANDONMENT , 202-03(03) | | | 0065 202-03 LUMP| 1500.00000 1500.00| 850.00000 850.00| 1000.00000 1000.00 SEPTIC TANK ABANDONMENT , 202-03(04) | | | 0070 202-03 LUMP| 1500.00000 1500.00| 850.00000 850.00| 1000.00000 1000.00 SEPTIC TANK ABANDONMENT , 202-03(05) | | | 0075 204-01 LUMP| 480000.00000 480000.00| 197000.00000 197000.00| 500000.00000 500000.00 MOBILIZATION | | | 0080 207-01 2725749.000 M3 | 3.68000 10030756.32| 3.60000 9812696.40| 3.75000 10221558.75 UNCLASSIFIED EXCAVATION | | | 0085 207-02 10612.000 M3 | 28.00000 297136.00| 30.00000 318360.00| 23.25000 246729.00 SUBGRADE | | | 0090 207-34 98992.000 M2 | 1.25000 123740.00| 1.30000 128689.60| 1.10000 108891.20 FABRIC FOR SEPARATION | | | 0095 307-01 1506.000 M3 | 44.00000 66264.00| 30.00000 45180.00| 35.00000 52710.00 CLASS I AGGREGATE BASE COURSE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 007 -17 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9907006R1 COUNTIES : MONONGALIA LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 25-1021993 |(8) 55-0345840 |(9) 55-0683174 |TRUMBULL CORPORATION |VECELLIO & GROGAN, INC. |HEETER CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 311-06 10069.000 M3 | 49.00000 493381.00| 55.00000 553795.00| 67.00000 674623.00 OPEN GRADED FREE DRAINING BASE | | | 0105 601-02 77.000 M3 | 1350.00000 103950.00| 1300.00000 100100.00| 1500.00000 115500.00 CLASS B CONCRETE | | | 0110 604-191800J 228.000 M | 1500.00000 342000.00| 1100.00000 250800.00| 1350.00000 307800.00 FULL BITUMINOUS COATED AND FIELD PAVED | | | STRUCTURAL PLATE PIPE 1800MM, J6 | | | 0115 604-3704502 2216.000 M | 138.00000 305808.00| 96.00000 212736.00| 90.00000 199440.00 REINFORCED CONCRETE PIPE, 450MM, CLII | | | 0120 604-3706002 403.000 M | 215.00000 86645.00| 133.00000 53599.00| 160.00000 64480.00 REINFORCED CONCRETE PIPE, 600MM, CLASS | | | II | | | 0125 604-3707502 337.000 M | 247.00000 83239.00| 170.00000 57290.00| 185.00000 62345.00 REINFORCED CONCRETE PIPE, 750MM, CLASS | | | II | | | 0130 604-3709002 292.000 M | 290.00000 84680.00| 200.00000 58400.00| 200.00000 58400.00 REINFORCED CONCRETE PIPE 900MM, CLASS II| | | 0135 604-3710502 56.000 M | 290.00000 16240.00| 280.00000 15680.00| 230.00000 12880.00 REINFORCED CONCRETE PIPE, 1050MM, CLASS | | | II | | | 0140 604-760300A7 54.000 M | 135.00000 7290.00| 70.00000 3780.00| 115.00000 6210.00 ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 300MM, A7 | | | 0145 605-01 4.000 EA | 2200.00000 8800.00| 2900.00000 11600.00| 3000.00000 12000.00 TYPE A MANHOLE | | | 0150 605-09 54.000 EA | 2500.00000 135000.00| 2600.00000 140400.00| 2250.00000 121500.00 TYPE G INLET | | | 0155 606-22 213.000 M3 | 24.50000 5218.50| 25.00000 5325.00| 45.00000 9585.00 CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 0160 606-250150 675.000 M | 16.75000 11306.25| 17.00000 11475.00| 30.00000 20250.00 UNDERDRAIN PIPE 150MM | | | 0165 606-29 13040.000 M | 16.50000 215160.00| 27.00000 352080.00| 19.00000 247760.00 FREE DRAINING BASE (FDB) TRENCH | | | 0170 606-30 735.000 M | 19.00000 13965.00| 40.00000 29400.00| 33.00000 24255.00 OUTLET PIPE | | | 0175 607-011 3460.000 M | 26.75000 92555.00| 27.00000 93420.00| 28.00000 96880.00 TYPE 1 GUARDRAIL, CLASS I | | | 0180 607-25B 9.000 EA | 408.00000 3672.00| 310.00000 2790.00| 325.00000 2925.00 CUT SLOPE TERMINAL, TYPE B | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 007 -18 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9907006R1 COUNTIES : MONONGALIA LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 25-1021993 |(8) 55-0345840 |(9) 55-0683174 |TRUMBULL CORPORATION |VECELLIO & GROGAN, INC. |HEETER CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 607-30 12.000 EA | 357.00000 4284.00| 360.00000 4320.00| 400.00000 4800.00 SPECIAL TRAILING END TERMINAL | | | 0190 607-65 6.000 EA | 1375.00000 8250.00| 1350.00000 8100.00| 1400.00000 8400.00 FLARED END TERMINAL | | | 0195 608-0211 7763.000 M | 24.00000 186312.00| 25.00000 194075.00| 28.00000 217364.00 RIGHT OF WAY FENCE FARM FIELD 1.19M | | | 0200 633-01 1005.000 M2 | 90.00000 90450.00| 90.00000 90450.00| 130.00000 130650.00 CONCRETE GUTTER | | | 0205 633-03 2718.000 M3 | 22.00000 59796.00| 29.00000 78822.00| 20.00000 54360.00 DUMPED ROCK GUTTER | | | 0210 636-11 4890.000 UN | 1.41000 6894.90| 1.70000 8313.00| 1.65000 8068.50 TRAFFIC CONTROL DEVICE | | | 0215 636-25A 200.000 DA | 0.59000 118.00| 0.70000 140.00| 0.80000 160.00 WARNING LIGHTS TYPE A | | | 0220 636-25B 400.000 DA | 1.79000 716.00| 1.80000 720.00| 1.80000 720.00 WARNING LIGHTS TYPE B | | | 0225 637-01 26990.000 M3 | 0.01000 269.90| 7.00000 188930.00| 0.01000 269.90 WATER FOR DUST PALLIATIVE | | | 0230 638-02 98.000 EA | 30.00000 2940.00| 94.00000 9212.00| 100.00000 9800.00 RIGHT OF WAY MARKERS | | | 0235 638-03 6.000 EA | 225.00000 1350.00| 150.00000 900.00| 100.00000 600.00 SURVEY MARKERS | | | 0240 639-01 LUMP| 100000.00000 100000.00| 255000.00000 255000.00| 185000.00000 185000.00 CONSTRUCTION LAYOUT STAKES | | | 0245 640-01 LUMP| 20000.00000 20000.00| 40000.00000 40000.00| 25000.00000 25000.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0250 640-03 LUMP| 5000.00000 5000.00| 13000.00000 13000.00| 6000.00000 6000.00 BUILDING EQUIPMENT | | | 0255 642-01 1920.000 M | 0.01000 19.20| 0.25000 480.00| 2.00000 3840.00 TEMPORARY BERMS | | | 0260 642-02 157.000 M | 0.01000 1.57| 90.00000 14130.00| 50.00000 7850.00 SLOPE DRAINS | | | 0265 642-031 465.000 EA | 0.01000 4.65| 100.00000 46500.00| 100.00000 46500.00 DITCH CHECKS | | | 0270 642-032 2.000 EA | 1050.00000 2100.00| 1000.00000 2000.00| 200.00000 400.00 CHECK DAMS | | | 0275 642-033 4123.000 M3 | 3.50000 14430.50| 4.50000 18553.50| 7.00000 28861.00 SEDIMENT TRAP | | | 0280 642-034 3810.000 M3 | 11.50000 43815.00| 4.20000 16002.00| 7.00000 26670.00 SEDIMENT DAM | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 007 -19 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9907006R1 COUNTIES : MONONGALIA LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 25-1021993 |(8) 55-0345840 |(9) 55-0683174 |TRUMBULL CORPORATION |VECELLIO & GROGAN, INC. |HEETER CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0285 642-035 2.000 EA | 3500.00000 7000.00| 3300.00000 6600.00| 2000.00000 4000.00 RISER | | | 0290 642-036 5355.000 M3 | 0.01000 53.55| 6.50000 34807.50| 0.01000 53.55 SEDIMENT REMOVAL | | | 0295 642-051 53.000 MGR | 325.00000 17225.00| 450.00000 23850.00| 350.00000 18550.00 STRAW OR HAY MULCH | | | 0300 642-052 41.000 MGR | 0.01000 0.41| 750.00000 30750.00| 680.00000 27880.00 WOOD CELLULOSE FIBER MULCH | | | 0305 642-06 16.000 MGR | 970.00000 15520.00| 950.00000 15200.00| 1050.00000 16800.00 FERTILIZER | | | 0310 642-07 4626.000 M2 | 0.01000 46.26| 1.30000 6013.80| 1.35000 6245.10 FIBER MATTING | | | 0315 642-09 9130.000 M | 0.01000 91.30| 0.35000 3195.50| 1.00000 9130.00 CONTOUR DITCH | | | 0320 642-10 154.000 MGR | 0.01000 1.54| 1.00000 154.00| 60.00000 9240.00 AGRICULTURAL LIMESTONE | | | 0325 642-11 8101.000 EA | 0.01000 81.01| 12.00000 97212.00| 1.50000 12151.50 HAY OR STRAW BALES | | | 0330 642-12 9142.000 M | 0.01000 91.42| 10.00000 91420.00| 9.00000 82278.00 SILT FENCE | | | 0335 642-044 4846.000 KG | 0.10000 484.60| 0.10000 484.60| 0.10000 484.60 SEED MIXTURE L | | | 0340 652-01 154.000 MGR | 0.01000 1.54| 1.00000 154.00| 60.00000 9240.00 AGRICULTURAL LIMESTONE | | | 0345 652-021 16.000 MGR | 970.00000 15520.00| 900.00000 14400.00| 1050.00000 16800.00 FERTILIZER 10-20-10 | | | 0350 652-022 12.000 MGR | 850.00000 10200.00| 860.00000 10320.00| 950.00000 11400.00 UREA FORMALDEHYDE FERTILIZER | | | 0355 652-041 53.000 MGR | 0.01000 0.53| 410.00000 21730.00| 330.00000 17490.00 STRAW OR HAY MULCH | | | 0360 652-042 41.000 MGR | 0.01000 0.41| 720.00000 29520.00| 625.00000 25625.00 WOOD CELLULOSE FIBER MULCH | | | 0365 652-035 4846.000 KG | 0.10000 484.60| 0.10000 484.60| 0.10000 484.60 SEED MIXTURE L | | | 0370 655-02A 2756.000 M2 | 3.95000 10886.20| 4.10000 11299.60| 4.25000 11713.00 PERMANENT EROSION MATTING, TYPE A | | | 0375 655-02B 6027.000 M2 | 3.95000 23806.65| 4.10000 24710.70| 4.25000 25614.75 PERMANENT EROSION MATTING, TYPE B | | | 0405 401S-1(1)SG AA1 48998.000 MGR | 33.50000 1641433.00| 32.50000 1592435.00| 34.00000 1665932.00 SUPERPAVE HMA BASE COURSE,ST/GR | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 007 -20 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9907006R1 COUNTIES : MONONGALIA LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 25-1021993 |(8) 55-0345840 |(9) 55-0683174 |TRUMBULL CORPORATION |VECELLIO & GROGAN, INC. |HEETER CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0410 401S-1(1)S AA2 46787.000 MGR | | | SUPERPAVE HMA BASE COURSE,SLAG | | | 0415 401S-7SG BB1 2146.000 MGR | 37.25000 79938.50| 42.00000 90132.00| 40.00000 85840.00 SUPERPAVE HMA SCRATCH COURSE,ST/GR | | | 0420 401S-7S BB2 2146.000 MGR | | | SUPERPAVE HMA SCRATCH COURSE,SLAG | | | 0425 402S-01(1)SG CC1 4391.000 MGR | 39.75000 174542.25| 42.00000 184422.00| 40.00000 175640.00 SUPERPAVE HMA SKID RESISTANT PAVEMENT, | | | ST/GR | | | 0430 402S-01(1)S CC2 4193.000 MGR | | | SUPERPAVE HMA SKID RESISTANT PAVEMENT, | | | SLAG | | | 0435 604-250450A2 DD1 90.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE 450MM, A2| | | 0440 604-760450A2 DD2 90.000 M | 150.00000 13500.00| 70.00000 6300.00| 125.00000 11250.00 ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 450MM, A2 | | | 0445 604-760450A7 DD3 90.000 M | | | ALLUMINUM COATED CORRUGATED STEEL PIPE, | | | 450MM, A7 | | | 0450 604-250600A2 EE1 166.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE 600MM, A2| | | 0455 604-760600A2 EE2 166.000 M | 163.00000 27058.00| 100.00000 16600.00| 220.00000 36520.00 ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 600MM, A2 | | | 0460 604-760600A7 EE3 166.000 M | | | ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 600MM, A7 | | | 0465 604-250800B2 FF1 86.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE 800MM, B2| | | 0470 604-760800A2 FF2 86.000 M | 152.00000 13072.00| 120.00000 10320.00| 240.00000 20640.00 ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 800MM, A2 | | | 0475 604-760800A7 FF3 86.000 M | | | ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 800MM, A7 | | | 0480 604-250900D2 GG1 164.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE, 900MM, | | | D2 | | | 0485 604-760900A2 GG2 164.000 M | 166.00000 27224.00| 140.00000 22960.00| 260.00000 42640.00 ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 900MM, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 007 -21 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9907006R1 COUNTIES : MONONGALIA LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 25-1021993 |(8) 55-0345840 |(9) 55-0683174 |TRUMBULL CORPORATION |VECELLIO & GROGAN, INC. |HEETER CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 604-760900A7 GG3 164.000 M | | | ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 900MM, A7 | | | 0495 604-251000D2 HH1 126.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE, 1000MM, | | | D2 | | | 0500 604-761000A2 HH2 126.000 M | 205.00000 25830.00| 150.00000 18900.00| ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 1000MM, A2 | | | 0505 604-761000A7 HH3 126.000 M | | | 275.00000 34650.00 ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 1000MM, A7 | | | SECTION TOTALS | $ 16,477,650.56| $ 16,620,374.80| $ 16,727,327.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 TRAFFIC SIGNS | | | 0510 657-06W150018 19.000 M | 76.50000 1453.50| 80.00000 1520.00| 95.00000 1805.00 A-441 SUPPORTS, W 150X18, GALVANIZED | | | 0515 657-06W200026 38.000 M | 86.75000 3296.50| 90.00000 3420.00| 110.00000 4180.00 A-441 SUPPORTS, W 200X26.6 GALVANIZED | | | 0520 657-06W250032 57.000 M | 91.75000 5229.75| 95.00000 5415.00| 125.00000 7125.00 A-441 SUPPORTS, W 250X32 GALVANIZED | | | 0525 657-08 137.000 M | 23.50000 3219.50| 24.00000 3288.00| 20.00000 2740.00 2.98KG CHANNEL POST | | | 0530 657-10 75.000 M | 26.50000 1987.50| 27.00000 2025.00| 23.00000 1725.00 4.5KG CHANNEL POST | | | 0535 657-12 12.000 M | 25.50000 306.00| 26.00000 312.00| 30.00000 360.00 5.96KG BACK/BACK CHANNEL POST | | | 0540 657-17 15.000 M3 | 680.00000 10200.00| 670.00000 10050.00| 760.00000 11400.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0545 658-01 17.000 M3 | 680.00000 11560.00| 670.00000 11390.00| 760.00000 12920.00 CLASS B CONCRETE FOOTINGS, REINFORCED, | | | OVERHEAD | | | 0550 658-02 1.000 EA | 21000.00000 21000.00| 22000.00000 22000.00| 27000.00000 27000.00 OVERHEAD SIGN STRUCTURE, STEEL-ALUMINUM | | | COMBINATION COMBINATION (3) | | | 0555 658-02 1.000 EA | 21000.00000 21000.00| 22000.00000 22000.00| 27000.00000 27000.00 OVERHEAD SIGN STRUCTURE, STEEL-ALUMINUM | | | COMBINATION COMBINATION (12) | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 007 -22 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9907006R1 COUNTIES : MONONGALIA LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 25-1021993 |(8) 55-0345840 |(9) 55-0683174 |TRUMBULL CORPORATION |VECELLIO & GROGAN, INC. |HEETER CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0560 659-01 LUMP| 18500.00000 18500.00| 19000.00000 19000.00| 20000.00000 20000.00 SIGN LIGHTING TYPE 3 (3) | | | 0565 659-01 LUMP| 19500.00000 19500.00| 20000.00000 20000.00| 21000.00000 21000.00 SIGN LIGHTING TYPE 3 (12) | | | 0570 661-011 19.000 M2 | 184.00000 3496.00| 185.00000 3515.00| 200.00000 3800.00 2MM FLAT SHEET SIGNS | | | 0575 661-02 188.000 M2 | 204.00000 38352.00| 210.00000 39480.00| 200.00000 37600.00 EXTRUDED PANEL SIGNS | | | 0580 661-041 65.000 EA | 4.08000 265.20| 4.00000 260.00| 3.25000 211.25 DELINEATORS, REFLEX REFLECTOR, WHITE | | | SINGLE | | | SECTION TOTALS | $ 159,365.95| $ 163,675.00| $ 178,866.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 PAVEMENT MARKINGS | | | 0585 663-0112W 6480.000 M | 0.47000 3045.60| 0.44000 2851.20| 0.50000 3240.00 EDGE LINE WHITE TYPE II | | | 0590 663-0112Y 6480.000 M | 0.47000 3045.60| 0.44000 2851.20| 0.50000 3240.00 EDGE LINE YELLOW TYPE II | | | 0595 663-0212W 1805.000 M | 0.51000 920.55| 0.44000 794.20| 0.55000 992.75 LANE LINE OR CENTER LINE WHITE TYPE II | | | SECTION TOTALS | $ 7,011.75| $ 6,496.60| $ 7,472.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 COMPUTER SYSTEM | | | 0600 640-04 LUMP| 5000.00000 5000.00| 7000.00000 7000.00| 10000.00000 10000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 5,000.00| $ 7,000.00| $ 10,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 TRAINING | | | 0605 699 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 | $ 16,649,828.26| $ 16,798,346.40| $ 16,924,466.45 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 007 -23 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9907006R1 COUNTIES : MONONGALIA LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(10) 25-1428005 | | |CAST & BAKER CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE, DRAIN AND PAVE | | | 0005 201-01 1.000 LS | 300000.00000 300000.00| | CLEARING AND GRUBBING | | | 0010 202-01 1.000 LS | 250.00000 250.00| | BUILDING DEMOLITION , 202-01(01) | | | 0015 202-01 1.000 LS | 4000.00000 4000.00| | BUILDING DEMOLITION , 202-01(02) | | | 0020 202-01 1.000 LS | 650.00000 650.00| | BUILDING DEMOLITION , 202-01)03) | | | 0025 202-01 1.000 LS | 650.00000 650.00| | BUILDING DEMOLITION , 202-01(04) | | | 0030 202-01 1.000 LS | 2000.00000 2000.00| | BUILDING DEMOLITION , 202-01(05) | | | 0035 202-01 1.000 LS | 1000.00000 1000.00| | BUILDING DEMOLITION , 202-01(06) | | | 0040 202-02 LUMP| 1000.00000 1000.00| | WATER WELL ABANDONMENT , 202-02(01) | | | 0045 202-02 LUMP| 1000.00000 1000.00| | WATER WELL ABANDONMENT , 202-02(03) | | | 0050 202-02 LUMP| 1000.00000 1000.00| | WATER WELL ABANDONMENT , 202-02(04) | | | 0055 202-02 LUMP| 1000.00000 1000.00| | WATER WELL ABANDONMENT , 202-02(05) | | | 0060 202-03 LUMP| 800.00000 800.00| | SEPTIC TANK ABANDONMENT , 202-03(03) | | | 0065 202-03 LUMP| 800.00000 800.00| | SEPTIC TANK ABANDONMENT , 202-03(04) | | | 0070 202-03 LUMP| 800.00000 800.00| | SEPTIC TANK ABANDONMENT , 202-03(05) | | | 0075 204-01 LUMP| 350000.00000 350000.00| | MOBILIZATION | | | 0080 207-01 2725749.000 M3 | 4.12000 11230085.88| | UNCLASSIFIED EXCAVATION | | | 0085 207-02 10612.000 M3 | 36.00000 382032.00| | SUBGRADE | | | 0090 207-34 98992.000 M2 | 1.25000 123740.00| | FABRIC FOR SEPARATION | | | 0095 307-01 1506.000 M3 | 27.00000 40662.00| | CLASS I AGGREGATE BASE COURSE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 007 -24 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9907006R1 COUNTIES : MONONGALIA LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(10) 25-1428005 | | |CAST & BAKER CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 311-06 10069.000 M3 | 52.50000 528622.50| | OPEN GRADED FREE DRAINING BASE | | | 0105 601-02 77.000 M3 | 1500.00000 115500.00| | CLASS B CONCRETE | | | 0110 604-191800J 228.000 M | 1035.00000 235980.00| | FULL BITUMINOUS COATED AND FIELD PAVED | | | STRUCTURAL PLATE PIPE 1800MM, J6 | | | 0115 604-3704502 2216.000 M | 155.00000 343480.00| | REINFORCED CONCRETE PIPE, 450MM, CLII | | | 0120 604-3706002 403.000 M | 176.00000 70928.00| | REINFORCED CONCRETE PIPE, 600MM, CLASS | | | II | | | 0125 604-3707502 337.000 M | 198.00000 66726.00| | REINFORCED CONCRETE PIPE, 750MM, CLASS | | | II | | | 0130 604-3709002 292.000 M | 250.00000 73000.00| | REINFORCED CONCRETE PIPE 900MM, CLASS II| | | 0135 604-3710502 56.000 M | 300.00000 16800.00| | REINFORCED CONCRETE PIPE, 1050MM, CLASS | | | II | | | 0140 604-760300A7 54.000 M | 85.00000 4590.00| | ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 300MM, A7 | | | 0145 605-01 4.000 EA | 2500.00000 10000.00| | TYPE A MANHOLE | | | 0150 605-09 54.000 EA | 1800.00000 97200.00| | TYPE G INLET | | | 0155 606-22 213.000 M3 | 45.00000 9585.00| | CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 0160 606-250150 675.000 M | 18.00000 12150.00| | UNDERDRAIN PIPE 150MM | | | 0165 606-29 13040.000 M | 17.00000 221680.00| | FREE DRAINING BASE (FDB) TRENCH | | | 0170 606-30 735.000 M | 42.00000 30870.00| | OUTLET PIPE | | | 0175 607-011 3460.000 M | 27.50000 95150.00| | TYPE 1 GUARDRAIL, CLASS I | | | 0180 607-25B 9.000 EA | 420.00000 3780.00| | CUT SLOPE TERMINAL, TYPE B | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 007 -25 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9907006R1 COUNTIES : MONONGALIA LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(10) 25-1428005 | | |CAST & BAKER CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 607-30 12.000 EA | 367.50000 4410.00| | SPECIAL TRAILING END TERMINAL | | | 0190 607-65 6.000 EA | 1417.50000 8505.00| | FLARED END TERMINAL | | | 0195 608-0211 7763.000 M | 24.75000 192134.25| | RIGHT OF WAY FENCE FARM FIELD 1.19M | | | 0200 633-01 1005.000 M2 | 85.00000 85425.00| | CONCRETE GUTTER | | | 0205 633-03 2718.000 M3 | 73.00000 198414.00| | DUMPED ROCK GUTTER | | | 0210 636-11 4890.000 UN | 1.50000 7335.00| | TRAFFIC CONTROL DEVICE | | | 0215 636-25A 200.000 DA | 0.75000 150.00| | WARNING LIGHTS TYPE A | | | 0220 636-25B 400.000 DA | 2.00000 800.00| | WARNING LIGHTS TYPE B | | | 0225 637-01 26990.000 M3 | 7.00000 188930.00| | WATER FOR DUST PALLIATIVE | | | 0230 638-02 98.000 EA | 55.00000 5390.00| | RIGHT OF WAY MARKERS | | | 0235 638-03 6.000 EA | 150.00000 900.00| | SURVEY MARKERS | | | 0240 639-01 LUMP| 200000.00000 200000.00| | CONSTRUCTION LAYOUT STAKES | | | 0245 640-01 LUMP| 50000.00000 50000.00| | STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0250 640-03 LUMP| 15000.00000 15000.00| | BUILDING EQUIPMENT | | | 0255 642-01 1920.000 M | 3.30000 6336.00| | TEMPORARY BERMS | | | 0260 642-02 157.000 M | 25.00000 3925.00| | SLOPE DRAINS | | | 0265 642-031 465.000 EA | 50.00000 23250.00| | DITCH CHECKS | | | 0270 642-032 2.000 EA | 100.00000 200.00| | CHECK DAMS | | | 0275 642-033 4123.000 M3 | 5.00000 20615.00| | SEDIMENT TRAP | | | 0280 642-034 3810.000 M3 | 5.00000 19050.00| | SEDIMENT DAM | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 007 -26 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9907006R1 COUNTIES : MONONGALIA LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(10) 25-1428005 | | |CAST & BAKER CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0285 642-035 2.000 EA | 2500.00000 5000.00| | RISER | | | 0290 642-036 5355.000 M3 | 3.00000 16065.00| | SEDIMENT REMOVAL | | | 0295 642-051 53.000 MGR | 450.00000 23850.00| | STRAW OR HAY MULCH | | | 0300 642-052 41.000 MGR | 770.00000 31570.00| | WOOD CELLULOSE FIBER MULCH | | | 0305 642-06 16.000 MGR | 940.00000 15040.00| | FERTILIZER | | | 0310 642-07 4626.000 M2 | 1.30000 6013.80| | FIBER MATTING | | | 0315 642-09 9130.000 M | 9.75000 89017.50| | CONTOUR DITCH | | | 0320 642-10 154.000 MGR | 35.00000 5390.00| | AGRICULTURAL LIMESTONE | | | 0325 642-11 8101.000 EA | 5.00000 40505.00| | HAY OR STRAW BALES | | | 0330 642-12 9142.000 M | 9.85000 90048.70| | SILT FENCE | | | 0335 642-044 4846.000 KG | 1.80000 8722.80| | SEED MIXTURE L | | | 0340 652-01 154.000 MGR | 30.00000 4620.00| | AGRICULTURAL LIMESTONE | | | 0345 652-021 16.000 MGR | 950.00000 15200.00| | FERTILIZER 10-20-10 | | | 0350 652-022 12.000 MGR | 925.00000 11100.00| | UREA FORMALDEHYDE FERTILIZER | | | 0355 652-041 53.000 MGR | 425.00000 22525.00| | STRAW OR HAY MULCH | | | 0360 652-042 41.000 MGR | 775.00000 31775.00| | WOOD CELLULOSE FIBER MULCH | | | 0365 652-035 4846.000 KG | 1.10000 5330.60| | SEED MIXTURE L | | | 0370 655-02A 2756.000 M2 | 4.20000 11575.20| | PERMANENT EROSION MATTING, TYPE A | | | 0375 655-02B 6027.000 M2 | 4.20000 25313.40| | PERMANENT EROSION MATTING, TYPE B | | | 0405 401S-1(1)SG AA1 48998.000 MGR | 33.10000 1621833.80| | SUPERPAVE HMA BASE COURSE,ST/GR | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 007 -27 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9907006R1 COUNTIES : MONONGALIA LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(10) 25-1428005 | | |CAST & BAKER CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0410 401S-1(1)S AA2 46787.000 MGR | | | SUPERPAVE HMA BASE COURSE,SLAG | | | 0415 401S-7SG BB1 2146.000 MGR | 39.00000 83694.00| | SUPERPAVE HMA SCRATCH COURSE,ST/GR | | | 0420 401S-7S BB2 2146.000 MGR | | | SUPERPAVE HMA SCRATCH COURSE,SLAG | | | 0425 402S-01(1)SG CC1 4391.000 MGR | 40.95000 179811.45| | SUPERPAVE HMA SKID RESISTANT PAVEMENT, | | | ST/GR | | | 0430 402S-01(1)S CC2 4193.000 MGR | | | SUPERPAVE HMA SKID RESISTANT PAVEMENT, | | | SLAG | | | 0435 604-250450A2 DD1 90.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE 450MM, A2| | | 0440 604-760450A2 DD2 90.000 M | 140.00000 12600.00| | ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 450MM, A2 | | | 0445 604-760450A7 DD3 90.000 M | | | ALLUMINUM COATED CORRUGATED STEEL PIPE, | | | 450MM, A7 | | | 0450 604-250600A2 EE1 166.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE 600MM, A2| | | 0455 604-760600A2 EE2 166.000 M | 152.00000 25232.00| | ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 600MM, A2 | | | 0460 604-760600A7 EE3 166.000 M | | | ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 600MM, A7 | | | 0465 604-250800B2 FF1 86.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE 800MM, B2| | | 0470 604-760800A2 FF2 86.000 M | 170.00000 14620.00| | ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 800MM, A2 | | | 0475 604-760800A7 FF3 86.000 M | | | ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 800MM, A7 | | | 0480 604-250900D2 GG1 164.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE, 900MM, | | | D2 | | | 0485 604-760900A2 GG2 164.000 M | 180.00000 29520.00| | ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 900MM, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 007 -28 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9907006R1 COUNTIES : MONONGALIA LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(10) 25-1428005 | | |CAST & BAKER CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 604-760900A7 GG3 164.000 M | | | ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 900MM, A7 | | | 0495 604-251000D2 HH1 126.000 M | | | CORRUGATED ALUMINUM ALLOY PIPE, 1000MM, | | | D2 | | | 0500 604-761000A2 HH2 126.000 M | 200.00000 25200.00| | ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 1000MM, A2 | | | 0505 604-761000A7 HH3 126.000 M | | | ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 1000MM, A7 | | | SECTION TOTALS | $ 17,859,453.88| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 TRAFFIC SIGNS | | | 0510 657-06W150018 19.000 M | 78.75000 1496.25| | A-441 SUPPORTS, W 150X18, GALVANIZED | | | 0515 657-06W200026 38.000 M | 89.25000 3391.50| | A-441 SUPPORTS, W 200X26.6 GALVANIZED | | | 0520 657-06W250032 57.000 M | 94.50000 5386.50| | A-441 SUPPORTS, W 250X32 GALVANIZED | | | 0525 657-08 137.000 M | 24.15000 3308.55| | 2.98KG CHANNEL POST | | | 0530 657-10 75.000 M | 27.30000 2047.50| | 4.5KG CHANNEL POST | | | 0535 657-12 12.000 M | 26.25000 315.00| | 5.96KG BACK/BACK CHANNEL POST | | | 0540 657-17 15.000 M3 | 698.25000 10473.75| | CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0545 658-01 17.000 M3 | 698.25000 11870.25| | CLASS B CONCRETE FOOTINGS, REINFORCED, | | | OVERHEAD | | | 0550 658-02 1.000 EA | 21735.00000 21735.00| | OVERHEAD SIGN STRUCTURE, STEEL-ALUMINUM | | | COMBINATION COMBINATION (3) | | | 0555 658-02 1.000 EA | 21735.00000 21735.00| | OVERHEAD SIGN STRUCTURE, STEEL-ALUMINUM | | | COMBINATION COMBINATION (12) | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/07/99 PAGE : 007 -29 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9907006R1 COUNTIES : MONONGALIA LETTING DATE : 08/31/99 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(10) 25-1428005 | | |CAST & BAKER CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0560 659-01 LUMP| 19100.00000 19100.00| | SIGN LIGHTING TYPE 3 (3) | | | 0565 659-01 LUMP| 20100.00000 20100.00| | SIGN LIGHTING TYPE 3 (12) | | | 0570 661-011 19.000 M2 | 189.00000 3591.00| | 2MM FLAT SHEET SIGNS | | | 0575 661-02 188.000 M2 | 210.00000 39480.00| | EXTRUDED PANEL SIGNS | | | 0580 661-041 65.000 EA | 4.20000 273.00| | DELINEATORS, REFLEX REFLECTOR, WHITE | | | SINGLE | | | SECTION TOTALS | $ 164,303.30| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 PAVEMENT MARKINGS | | | 0585 663-0112W 6480.000 M | 0.45000 2916.00| | EDGE LINE WHITE TYPE II | | | 0590 663-0112Y 6480.000 M | 0.45000 2916.00| | EDGE LINE YELLOW TYPE II | | | 0595 663-0212W 1805.000 M | 0.45000 812.25| | LANE LINE OR CENTER LINE WHITE TYPE II | | | SECTION TOTALS | $ 6,644.25| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 COMPUTER SYSTEM | | | 0600 640-04 LUMP| 7500.00000 7500.00| | COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 7,500.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 TRAINING | | | 0605 699 1000.000 HR | 0.80000 800.00| | ON JOB TRAINING | | | SECTION TOTALS | $ 800.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 18,038,701.43| | ====================================================================================================================================