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Specifications - City of Montpelier, Vermont

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and disposition <strong>of</strong> surplus excavated material, backfill, valve box, ductile iron riser pipe, concrete reactionblocking. Payment shall also include cutting and removal <strong>of</strong> pavement (including cement concretepavement); excavation (excluding rock and boulder excavation); excavation support; temporary reroutingand controls; dewatering (including the use <strong>of</strong> crushed stone); bedding; jointing; backfilling; adjusting boxesto finish grade; 24” subbase <strong>of</strong> dense graded crushed stone; compaction; testing; disinfection; restoration <strong>of</strong>growth and surface (excluding paving, curbing and sidewalk restoration within trench limits); restoration <strong>of</strong>physical features (including steps and fences); removal, hauling and proper disposal <strong>of</strong> excess and unsuitablematerial <strong>of</strong>fFsite; and all other work necessary or incidental to the satisfactory completion <strong>of</strong> this item. Thecost <strong>of</strong> one (1) valve wrench (per project) <strong>of</strong> proper length and size shall be included in the bid price forthese items.Item [5] < 2” Copper PipeA. MeasurementMeasurement shall be on a linear foot basis for copper pipe installed and after acceptance by the ENGINEER.Measurement shall be along the service centerline without deduction for valves and fittings. Relocations willbe at the discretion <strong>of</strong> the ENGINEER. Repair <strong>of</strong> services damaged by the CONTRACTOR during excavationshall not be measured for payment.B. PaymentPayment will be made at the contract unit price per linear foot, which price shall be full compensation for allmaterials, labor, tools, and equipment necessary for furnishing and installing copper pipe, by open cut ordirectional bore sleeves, as shown on the plans, including cutting and removal <strong>of</strong> pavement (including cementconcrete pavement); excavation (excluding rock and boulder excavation); excavation support; temporaryrerouting and controls; dewatering (including the use <strong>of</strong> crushed stone); bedding; jointing; miscellaneousfittings and couplings required to connect to existing services; backfilling; 24” subbase <strong>of</strong> dense gradedcrushed stone; compaction; testing; disinfection; restoration <strong>of</strong> growth and surface (excluding paving,curbing and sidewalk restoration within trench limits); restoration <strong>of</strong> physical features (including steps andfences); removal, hauling and proper disposal <strong>of</strong> excess and unsuitable material <strong>of</strong>fFsite; and all other worknecessary or incidental to the satisfactory completion <strong>of</strong> this item.Item 63A [6] and 63B – ¾” – 2” Corporation Stops and Curb Stops with BoxesA. MeasurementMeasurement shall be on an each basis for corporation stops and curb stops with boxes installed and afteracceptance by the ENGINEER. Measurement will be the actual number <strong>of</strong> corporation stops and curb stopswith boxes and fittings for relocations and replacements installed as shown on the Drawings or ordered bythe Engineer. Repair <strong>of</strong> corporations and curb stops and boxes damaged by the CONTRACTOR duringexcavation shall not be measured for payment.B. PaymentPayment shall be made at the contract unit price corporation and curb stop with box installed, which priceshall be full compensation for all labor, materials, tools, and equipment necessary for furnishing and installingcorporation stops and fittings and curb stops with boxes including cutting and removal <strong>of</strong> pavement (includingcement concrete pavement); excavation (excluding rock and boulder excavation); excavation support;temporary rerouting and controls; dewatering (including the use <strong>of</strong> crushed stone); bedding; concrete block;setting; jointing; flared couplings; tapping; service saddles (on existing water mains at the direction <strong>of</strong> theEngineer); backfilling; adjusting boxes to finish grade; 24” subbase <strong>of</strong> dense graded crushed stone;compaction; testing; disinfection; restoration <strong>of</strong> growth and surface (excluding paving, curbing and sidewalkrestoration within trench limits); restoration <strong>of</strong> physical features (including steps and fences); removal,hauling and proper disposal <strong>of</strong> excess and unsuitable material <strong>of</strong>fFsite; and all other work necessary orincidental to the satisfactory completion <strong>of</strong> these items in order to provide water service from the new main,or at the point <strong>of</strong> connection, to each user.Item [7] < Hydrants and Hydrant ExtensionsA. Measurement<strong>Montpelier</strong> District Heat SystemPage 62

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