HomeMy WebLinkAboutResolution 151-1998 RESOLUTION NO. 151-98
RESOLUTION AUTHORIZING FINAL CHANGE ORDER(CCO#1 FINAL)FOR
STREET IMPROVEMENT PROJECT 98-06STI SCHEDULE B, C, E, F & H (BOWES
CONSTRUCTION)
BE IT RESOLVED by the City Commission that the following change order be allowed
for Street Improvement Project 98-06STI SCHEDULE B, C, E, F & H.
Construction Change Order Number 1 Final
Adjust estimated quantities as "as build" for a total increase of$9,150.84.
Passed and approved this 22°d day of December, 1998.
Mayor
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Fina�e Officer
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CHANGE ORDER .
(Instructions on reverse side) No. 1
PROJECT ..9.$..—R6�T?..S���c�����.,�....C, E, F & H
DATE OF ISSUANCE ....12�3�98............... EFFECTIVE DATE ...12/��9,$,,,,,,,,.....,,,.........,.
OWNER .�i.t�..R�.�xaa]�i.r�gs....................................................................................
OWNER's Contract No. ....................................
CONTRACTOR $owe s..�o�$�����j�pp.. ENGINEER ......�ity,,Fngin�e�:.....................
You are directed to make the following changes in the Co�tract Documents.
Description: Increase of $9,150.84 to Final out the Project
Reason for Change Order: Adjust Estimated Quantities to As—Built Quantities
Attachments: (List documents supporting change)
CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES:
Original Contract Price Original Contract Times
Substantiai Completion:
g 2 8 6�611.0 0 Ready for final payment:
days or dates
Net changes from previous Change Orders No.�_to No.�� Net change from previous Change Orders No._to No._
g 0
dxys
Contract Price prior to this Change Order Contract Times prior to this Change Order
Substantial Completion:
g 2 8 6,611.0 0 Ready for final payment:
days or data
Net increase��a��of this Change Order Net Increase(decrease)of this Change Order
g 9,150.84
days
98-O6STI STREET MAINTENANCE PROJECT
FINAL CHANGE ORDER: DECEMBER 3,1998
BOWES CONSTRUCTION
BOWES TOTAL FINAL TOTAL CHANGE
ITEM WORK OR MATERIAL UNITS PLAN UNIT BID INSTALLED FINAL ORDER
NO. �UANTITY PRICE COST �UANTITY COST COST
SCHEDULE B:ASPHALT F.O.B.PLANT
1. ASPHALT CONCRETE CLASS G TYPE 1 TON 2000 18.50 37000.00 871.23 16117.76 -20882.25
2. ASPHALT CEMENT TON 130 150.00 19500.00 49.84 7476.39 -12023.61
TOTAL SCHEDULE B: $56,500.00 $23,594.15 -$32,905.86
SCHEDULE C: PAVEMENT REMOVAL AND REPLACEMENT
i. rstmuvtAarnA�i rAvt . . . . . . _
2. UNCLASSIFIED EXCAVATION CU.YD. 400 6.50 2600.00 0.00 0.00 -2600.00
3. CRUSHED GRAVEL BASE COURSE TON 400 6.50 2600.00 0.00 0.00 -2600.00
4. ASPHALT CONCRETE CLASS E TYPE 1 TON 300 20.00 6000.00 0.00 0.00 -6000.00
5. ASPHALT CONCRETE CLASS G TYPE 1 TON 300 26.00 7800.00 0.00 0.00 -7800.00
6. ASPHALT CEMENT TON 40 150.00 6000.00 0.00 0.00 -6000.00
TOTAL SCHEDULE C: $27,400.00 $0.00 -$27,400.00
SCHEDULE E:OVERLAY SITES
1. COLD PAVEMENT ASPHALT MILLING SQ.YD. 10000 2.00 20000.00 9662.70 19325.40 -674.60
2. MOBILIZATION FOR MILLING LUMP 1 1760.00 1760.00 1.00 1760.00 0.00
3. ASPHALT CONCRETE CLASS G TYPE 1 TON 3000 24.85 74550.00 3461.91 86028.46 11478.46
4. ASPHALT CEMENT TON 200 150.00 30000.00 204.21 30630.75 630.75
5. ADJUST MANHOLE RIMS EACH 20 200.00 4000.00 12.00 2400.00 -1600.00
6. ADJUST WATER VALVE BOXES EACH 15 120.00 1800.00 7.00 840.00 -960.00
SUBTOTAL SCHEDULE E: $132,110.00 $140,984.61 $8,874.61
EXTRA ITEM: TACK OIL TON 0 168.0 0.00 10.12 1622.46 1622.46
TOTAL EXTRA ITEMS $0.00 $1,622.46 $1,622.46
WILSON AVE:
PREP GRAVEL SQ.YD. 0 0.65 0.00 1037.10 674.12 674.12
ASPHALT CONCRETE CLASS E TYPE 1 TON 0 20.00 0.00 12226 2445.20 2445.20
ASPHALT CONCRETE CLASS G TYPE 1 TON 0 24.85 0.00 99.09 2462.39 2462.39
ASPHALT CEMENT TON 0 150.00 0.00 12.74 1911.00 1911.00
TACK OIL TON 0 168.00 0.00 0.34 57.12 57.12
ADJUST WATER VALVE EACH 0 120.00 0.00 1.00 120.00 120.00
TOTAL WILSON AVE $0.00 $7,669.82 $7,669.82
32ND AVE/PRINCE DRIVE
PREP GRAVEL SQ.YD. 0 0.65 0.00 7445.10 4839.32 4839.32
ASPHALT CONCRETE CLASS E TYPE 1 TON 0 20.00 0.00 1638.88 32777.60 32777.60
ASPHALT CEMENT TON 0 150.00 0.00 89.31 13396.05 13396.05
TACK OIL TON 0 168.00 0.00 2.48 416.64 416.64
ADJUST MANHOLE RIMS EACH 0 200.00 0.00 1.00 200.00 200.00
ADJUST WATER VALVE BOXES EACH 0 120.00 0.00 10.00 1200.00 1200.00
TRUCKS TO HAUL EXCESS GRAVEL HOUR 0 48.75 0.00 26.25 1279.69 1279.69
LOADER FOR EXCESS GRAVEL HOUR 0 81.00 0.00 6.50 526.50 526.50
TOTAL 32ND AVE/PRINCE DR $0.00 $54,635.80 $54,635.80
TOTAL SCHEDULE E: $132,110.00 $204,912.69 $72,802.69
SCHEDULE F:MULTIPLEX ACCESS ROAD
1. REMOVE 8"P.C.C.FILLET SQ.FT. 130 1.70 221.00 130.00 221.00 0.00
2. REMOVE CURB&GtJTTER LN.FT. 10 3.00 30.00 12.40 37.20 720
3. INSTALL CURB&GUTTER LN.FT. 1690 9.30 15717.00 1605.30 14929.29 -787.71
4. INSTALL 8"P.C.C.FILLET&VALLEY GUTT SQ.FT. 160 6.60 1056.00 187.70 1238.82 182.82
5. INSTALL 6"P.C.C.DRIVEWAY SQ.FT. 760 3.70 2812.00 523.25 1936.03 -875.98
6. CRUSHED GRAVEL BASE COURSE TON 1700 6.50 11050.00 2665.23 17324.00 6274.00
7. ASPHALT CONCRETE CLASS E TYPE 1 TON 600 20.00 12000.00 457.88 9157.60 -2842.40
8. ASPHALT CONCRETE CLASS G TYPE 1 TON 400 25.00 10000.00 319.19 7979.75 -2020.25
9. ASPHALT CEMENT TON 65 150.00 9750.00 42.92 6438.00 -3312.00
SUBTOTAL SCHEDULE F: $62,636.00 $59,261.68 -$3,374.32
EXTRA ITEM: TACK OIL TON 0 168.0 0.00 1.13 189.84 189.84
TOTAL SCHEDULE F: $62,636.00 $59,451.52 -$3,184.48
SCHEDULE H:ALLEY CONSTRUCTION
1. UNCLASSIFIED EXCAVATION CU.YD. 270 6.50 1755.00 270.00 1755.00 0.00
2. CRUSHED GRAVEL BASE COURSE TON 300 6.50 1950.00 251.03 1631.70 -318.31
3. ASPHALT CONCRETE CLASS E TYPE 1 TON 60 20.00 1200.00 68.85 1377.00 177.00
4. ASPHALT CONCRETE CLASS G TYPE 1 TON 60 26.00 1560.00 68.64 1784.64 224.64
5. ASPHALT CEMENT TON 10 150.00 1500.00 8.11 1216.50 -283.50
SUBTOTAL SCHEDULE H: $7,965.00 $7,764.84 -$200.17
EXTRA ITEM: TACK OIL 0 168.00 $0.00 0.23 38.64 38.64
� � � TOTAL SCHEDULE H: $7,965.00 $7,803.48 -$161.53