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GJN4595 Brown 2009-00023
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GJN4595 Brown 2009-00023
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Last modified
10/19/2011 11:42:12 AM
Creation date
6/23/2009 9:44:13 AM
Metadata
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PW_Capital
PW_Document_Type_Capital
Contracts
PW_Active
No
External_View
No
GJN
004595
GL_Project_Number
973632
Identification_Number
2009100414
COE_Contract_Number
2009-00023
Retention_Destruction_Date
3/10/2020
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00180.50(h) Contract Time - <br /> (Add) ~ Contract time to complete all Work shall be 30 consecutive Calendar days, excluding <br /> final concrete cure and striping. Complete all Work to be done under the Contract by <br /> September 1; 2009: <br /> 00180.85(b) Liquidated Damages ~ - <br /> (Add) The liquidated damages for failure to complete the Work on time are $400.00 per <br /> Calendar Day. <br /> 00220.02 Public Safety and Mobility <br /> (Add) The Contractor shall maintain continuous access/ egress at all times to the fire station <br /> parking bays. No parking shall be allowed at any time in front of station. <br /> (Add) The Contractor shall maintain access/ egress to residences on Berntzen Road at all <br /> times. <br /> 00310.80/.90 Measurement/ Payment <br /> (Add) Work associated to surfacing and curb removal shall be incidental to the General <br /> . Excavation pay item. Work associated to fence removal & salvage shall be incidental to <br /> the Fence pay item. No separate measurement will be made for these items. <br /> 00320.80/.90 Measurement/ Payment <br /> (Add) Work associated to clearing and grubbing work shall be incidental to the Fence pay item. <br /> No separate measurement will be made for these items. <br /> 00330.03 .Basis of Performance <br /> (Add) Perform all earthwork under this Section on the Excavation basis. The earthwork <br /> quantities shown on the plans and included in the bid schedule are plan quantities <br /> computed by area of construction times the depth. No additional field measurement <br /> shall be made unless obvious errors or authorized changes occur. <br /> 00405.14 Trench Backfill <br /> <br /> _ (Add) Backfill for both new 8" pressure rated stormwater line and overthe existing 24".concrete <br /> stormwater line shall be Class E. The backfill for the new stormwater line shall extend <br /> for full trench width to the bottom of the paving surface. For the existing stormwater line <br /> the backfill shall extend a minimum of 1' beyond the pipe width to the bottom of the <br /> paving surface. <br /> 00445.43(a) Placing and Joining Pipe (General) <br /> (Add) Connect 8" pressure rated storm pipe to existing 24" concrete storm pipe using a <br /> commercially manufactured tapping tee. <br /> Special Provisions -Job #4595 -Fire Station 8 Parking Lot Renovation Page 2 <br /> <br />
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