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1 "Structure excavation Class B", per cubic yard <br /> 2 "Structure excavation Class B Incl. Haul", "per cubic yard. <br /> 3 The unit Contract price per cubic yard for "Structure Excavation Class B _" shall be <br /> 4 full compensation for excavation and stockpiling of the native material to the neat limits <br /> 5 shown in the drawings dewatering. "Structure Excavation Class B Incl. Haul" shall <br /> 6 additionally include full compensation for hauling and disposal. <br /> 7 "Unsuitable Excavation", force account, shall be full compensation for removing, <br /> 8 handling, disposal, and replacement of unsuitable material from below the trench neat <br /> 9 lines as shown in the drawings and directed by the engineer. <br /> 10 "Shoring or Extra Excavation — Unsuitable Excavation", force account, shall be full <br /> 11 compensation for any additional shoring required when "Unsuitable Excavation" is <br /> 12 ordered by the engineer. <br /> 13 <br /> 14 When unsuitable material is found and excavation below the bottom of the trench neat <br /> 15 lines shown on the contract plans is necessary as directed by the Engineer, this <br /> 16 additional excavation to the limits ordered by the Engineer shall be paid for under <br /> 17 "Unsuitable Excavation". Extra excavation beyond the vertical neat lines shall be <br /> 18 included in the cost for"Structure Excavation Class B" or "Structure Excavation Class B <br /> 19 Including Haul". Shoring costs for trench excavation shall be paid for under"Shoring or <br /> 20 Extra Excavation Class B", as specified in Section 2-09. <br /> 21 Force accounts as provided in Section 1 are intended to provide a common Proposal for <br /> 22 all Bidders; the Contracting Agency has entered an amount in the Proposal to become a <br /> 23 part of the Contractor's total Bid. <br /> 24 <br /> 25 Cost per ton of import material includes compaction of that material in place. <br /> 26 All costs in jointing dissimilar pipe with a coupling or concrete collar shall be included in <br /> 27 the unit contract price per foot for the size and type of pipe being jointed. <br /> 28 <br /> 29 WATER MAINS <br /> 30 Description <br /> 31 Section 7-09.1 is deleted and replaced with the following: <br /> 32 <br /> 33 (City of Everett GSP) <br /> 34 Pipe and fittings for water mains shall be in accordance with Section 7-09 of the <br /> 35 Standard Specifications, except as hereinafter amended. <br /> 36 <br /> 37 Materials <br /> 38 The following portions of Section 7-09.2 are revised as follows: <br /> 39 <br /> 40 (******) <br /> 41 Materials shall meet the requirements of the following sections of these Special <br /> 42 Provisions: <br /> 43 <br /> 44 Pipe <br /> 45 Ductile Iron Pipe 9-30.1(1) Special Provisions <br /> 46 <br /> 47 Fittings <br /> 48 Restrained Joints 9-30.2(6) Special Provisions <br /> 49 <br /> 50 Hydrants 9-30.5 Special Provisions <br /> 51 <br /> 52 Service Connections (2 inches and smaller) 9-30.6 Special Provisions <br /> CITY OF EVERETT <br /> GRAND AVENUE PARK BRIDGE June 2,2017 <br /> WO#3588 S209 <br /> age 5 <br /> Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale <br />