KLB Construction 6/22/2016 - Laserfiche WebLink

CITY OF EVERETT SPECIAL PROVISIONS , cleaning, and debris removal, verified and documented by the City's Inspector. Provide truck r tickets to the City Inspector for verification. BID ITEM A-8 & B-8: SAWCUTTING PAVEMENT, FINAL JOINT CUT, UP TO 6-INCH THICKNESS Measurement and.Payment: Unit Price per Linear Foot The unit price per lineal foot for final sawcutting of asphalt or concrete road or street pavement, up to 6-inch in thickness, shall be full compensation for all labor, material, incidentals, tools, and equipment necessary to satisfactorily complete the work as defined in Section 2-02 of the I Standard Specifications and the Contract Documents. The unit price per lineal foot for final sawcutting of asphalt or concrete road or street pavement, up to 6-inch in thickness measured from the surface, includes the sawcutting necessary for the final joint between existing pavement and permanent HMA or cement concrete pavement. Sawcutting for the initial excavation and installation of sanitary sewer, storm drainage, and appurtenances shall be incidental to this bid item. The cost of cleanup by vacuum collection and disposal of the cuttings slurry is considered incidental to this bid item. Measurement for sawcuttingwill beper linear foot upto six inches of total average depth p measured from the surface along the true length of the final surface cut, as determined by the inspector. , BID ITEM A-9 & B-9: SAWCUTTING PAVEMENT, FINAL JOINT CUT, ADDITIONAL 1-INCH THICKNESS111 Measurement and Payment: Unit Price per Linear Foot The unit price per lineal foot for final sawcutting of asphalt or concrete road or street pavement thickness, for each 1-inch depth beyond the initial 6-inch thickness, shall be full compensation for all labor, material, incidentals, tools, and equipment necessary to satisfactorily complete the work as defined in Section 2-02 of the Standard Specifications and the Contract Documents. The unit price per lineal foot for final sawcutting of asphalt or concrete road or street pavement thickness, for each 1-inch depth beyond the initial 6-inch thickness, includes the sawcutting necessary for the final joint between existing pavement and permanent HMA or cement concrete pavement. Sawcutting for the initial excavation for installation of sanitary sewer, storm drainage, and appurtenances shall be incidental to this bid item. The cost of cleanup by vacuum collection and disposal of the cuttings slurry is considered 1 incidental to this bid item. Measurement for sawcutting will be per linear foot, per inch of additional depth of total average I depth measured from the surface along the true length of the final surface cut, as determined by the inspector. I I I SEWER SYSTEM REPLACEMENT AND CAPACITY IMPROVEMENTS SEWER"M" PHASE II WO No.— UP3470-10 Division D—BID ITEM DESCRIPTIONS April 2016 SP -34