R L Alia Company 5/4/2017 - Laserfiche WebLink

I Bid Item 9—FOUNDATION MATERIAL Specification Section 2-03 Measurement and Payment: Unit Price per Ton The unit price bid per ton for foundation material, Class A, B or as approved by the Engineer, shall constitute full compensation for all labor, materials and equipment required to furnish, place, and compact foundation material as specified in the Standard Specifications, the Special Provisions and as shown on the Contract Plans. The unit price of this bid item includes all costs for dewatering and over-excavation,removal and disposal of unsuitable subgrade material below the pipe zone or roadway subgrade. Measurement for foundation material shall be by the ton, recorded on certified weight tickets per Section 1-09.1 for Foundation Material placed within the limits of dimensions defined in the Work, descriptions for other Bid Items, shown on the Plans, details or COE Standard Drawings, or as otherwise approved by the Engineer. Payment for foundation material, Class A, B or as approved by the Engineer will be by the ton. jBid Item 10—STREET CLEANING AND SWEEPING Specification Section 2-08 Measurement and Payment: Unit Price per Hour The unit price per hour bid for Street Cleaning and Sweeping shall be full compensation for all labor, tools, incidentals, and equipment necessary to provide the street sweeping, cleaning, and dust control required for this project. No separate payment will be made for water required for dust control and the normal operation of the pickup sweepers. No allowance will be made for time consumed in making repairs to the equipment or for moving the equipment to or from the site on which the street cleaning is ordered. Measurement for street sweeping and cleaning and debris removal shall be the number of hours verified and documented by the City's Inspector, upon receipt of sweeping tickets by contractor. Bid Item 11 —SHORING OR EXTRA EXCAVATION, CLASS A Specification Section 2-09 Measurement and Payment: Lump Sum When extra excavation is used in lieu of constructing the shoring, cofferdam or caisson, the lump sum Contract price shall be full pay for all excavation, backfill, compaction, and other Work required. If select backfill material is required for backfilling within the limits of Structure L excavation, it shall also be provided as backfill material for the extra excavation at the Contractor's expense. If it is necessary to place riprap outside of cofferdams to repair local scour, it shall be paid by agreed price or force account. If the Engineer requires shoring caissons when the Contract provides no Bid item for such Work, the Contracting Agency will pay as provided in Section 1-04.4. HAYES STREET REGULATOR February, 2017 AND CSO CONTROLS (SRO1, SRO2, AND SRO3) WO No—UP3398-31 SP - 29