Part A – Pipeline Base Lay Pricing Sample Clauses

Part A – Pipeline Base Lay Pricing. 5.2.1.1 The pricing for Part A pipeline base lay price shall include but not be limited to the following: mobilization, fabrication, clearing, grading, ditching, stringing, bending, alignment, welding, non-destructive examination/testing of 100% of welds, cleaning and coating field joints with fusion bonded epoxy, lowering in, padding and backfilling, tie-ins, cleanup and restoration, hydrostatic testing, dewatering, drying, caliper pigging, commissioning support and demobilization. The pipeline base lay price shall also include all topsoil segregation, normal trench dewatering, excavation safety, ditch sloping, bellholes, confined space entry, and all other required measures per the Drawings and specifications. Pipeline base lay price shall also include all crossings (e.g., wetlands, waterbodies, foreign lines) that are not listed separately in Part B/Incremental to Base Lay. Note: Contractor’s pricing for all wetland, creek and waterbody crossings is to be included in the Part A base lay pricing. Pricing for open cut creek crossings is included in Part A base lay pricing. This includes all fabrication and installation items, excavation barricades, excess spoilage, welding and tie-ins, field joint coating, site cleanup and restoration, and all other requirements per the Specifications and Drawings. All costs associated with traffic control signs, barriers, barricades, cones, barrels, orange safety fencing, equipment and manpower, including flagmen and Police Officers, are to be included in the Part A and Part B pricing, as applicable. The linear footage for the entire proposed pipeline length has been included in the Part A base lay pricing (refer also to Part B information). 5.2.1.2 Owner will provide the 42-inch pipe to Contractor in double random lengths (38-foot average joint length). Contractor will be allowed to perform manual welding or double-jointing (or a combination of the two) as part of his base lay price.