Faber Construction 8/14/2017 - Laserfiche WebLink

CITY OF EVERETT SPECIAL PROVISIONS 7. Temporary and permanent thrust blocking and dead man blocks, and temporary and II permanent restraint systems. 8. Ethafoam pads or sand backfill between water main and other pipes. 9. Maintenance of existing water main and provisions for interim water service. 10. Pressure and purity testing of all water mains and shall include providing temporary blow-offs, backflow prevention, air gap apparatus, flushing, and disinfecting as necessary for testing in accordance with 7-09.3(24) of the Special Provisions. 111 11. Extra depth, including excavation, backfill and compaction required to clear known buried utilities or other known obstacles. 12. Work required to avoid unexpected or unforeseen obstacles shall be paid for under the I Force Account item. The costs for potholing and excavation required to determine exact depths and locations of other utilities shall be included with this Work with no direct compensation made. I Bid Item 21 - Storm Drain Pipe, 12-Inch Diam. Measurement and Payment: Unit Price per Linear Foot Measurement for furnishing and installing storm drain pipe will be based on lineal footage measured horizontally along the invert of the installed pipe from center of catch basin/manhole to center of catch basin/manhole. The unit contract price for storm drain pipe shall constitute full compensation for all labor, materials, tools and equipment necessary to furnish and install the pipe and all fittings, required for complete installation along the run of each pipe size, as shown on the Plans and specified herein, and additionally, shall include, but not be limited to, the following: 1. Removal of structures or obstructions not specifically covered under other Bid Items. This shall include, but not be limited to, removal and disposal of thrust blocks, miscellaneous landscaping, and sod as indicated on the Plans. 2. All required potholing to verify locations of water service crossings and existing utilities. 3. Utility or light pole protection in conformance with the requirements of the applicable utility including, if necessary, arranging for the utility to protect poles and paying the associated fees. 4. Trench excavation and dewatering, installation of pipe, furnishing, placing and compacting backfill for pipe bedding, furnishing, placing and compacting suitable native material for trench backfill and placing and compacting imported backfill material. 5. Steel sheeting for covering open excavations left overnight to protect public from injury I and property damage. 6. Maintenance, restoration and/or relocation, if required, of existing culverts, storm drainage pipe, other utilities and structures affected by construction that are to remain. 7. Ethafoam pads or sand backfill between storm drain pipe and other pipes. 8. Testing of pipe in conformance with the contract documents. 9. Extra depth, including excavation, backfill and compaction required to clear known buried utilities or other known obstacles. 10. Work required to avoid unexpected or unforeseen obstacles shall be paid for under the Force Account item. The costs for pot-holing and excavation required to determine exact depths and locations of other utilities shall be included with this Work with no direct compensation made. Bid Item 22 - Combined Sewer Pipe, 36-Inch Diam. Bid Item 23 - Combined Sewer Pipe, 48-Inch Diam. Measurement and Payment: Unit Price per Linear Foot Sewer Regulators R4 and Division B—BID ITEM DESCRIPTIONS May 2017 R39 Modifications WO No—UP3633 SP-10