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construct the specified pipe joint; removal of asphalt or sod or other sur- facing materials; excavation including exploratory excav'ationj constructing the specified bedding; backfilli.ng, :lncludin9 t:he furnishing of any additional sui table backfill material that may be required; method of backfill and com- paction as specified; restoration of ground surface to its original condition, including the removal and replacement of tre€!s and bushes less than six inches in diameter; trench supporting; trench dewatering; care and w.version of drainage courses; protection and adjusting of aboveground and underground utilities and service connections; reconnecti_ng existing' service connections; lateral connections of either new or existing pipe to new pipe; disposal of debris or excess excavated material, and damaged materials; traffic control including barricades, detours, and flagmen; removal and disposing of debris prior to excavation; testing and inspection; removal and disposal of pavement or other roadway surfacing, includinq, where required, concrete sawing or otherwise effectively cutting any existing concrete pavement smoothly and squarely in a manner satisfactory to the Engineer; temporary pumping facili- ties or other facilities necessary for the temporary diversion of flows; tem- porary water control measures; and all other related and necessary materials, work, and equipment required to-- const:ruct operable pipeline in accordance with the Drawings and Specifications. Item No. 800 INSTALL 12-INCH PVC PIPE. The measurement for payment for each specific size or type of pipe, E~xcept seqments as may be otherwise pro- vided for in the Proposal, will be the aGtual number of linear feet of pipe installed, complete in place, me.asured along 1:he centerline of the pipe. The unit price bid per linear foot fc)r the construction of each section of the pipeline shall include all of the Contractor's costs of whatsoever nature for the complete construction of the pipeline, appurtenances, or items otherwise provided for elsewhere in the Proposal. The price bid shall include: furnishing, transporting, and installing all pipe and materials; joints and jointing materials including grout, mortar, a.-rings, gaskets, end plugs or caps, and other miscellaneous items as required to construct the specified pipe; removal of asphalt or sod or ot:her surfacing materials; excavation including exploratory excavation.; constructin9 the specified bedding; back- filling, including the furnishing of any additional suitable backfill material that may be required; method of backfill and compaction as specified; restora- tion of ground surface to its original condition, including the removal and replacement of trees and bushes less than six inches in diameter; trench sup- porting; trench dewatering; care and diversion of drainage courses; protection and adjusting of aboveground and underground utili"ties and service connec- tions; disposal of debris or excess excavated material, and damaged materials; traffic control including barricades, de1:ours, and flagmen; removal and disposing of debris prior to excavation; testing and inspection; removal and disposal of pavement or other roadway surfacing, including, where required, concrete sawing or otherwise effectively cutting any existing concrete pave- ment smoothly and squarely in a manner satisfactory to the Engineer; and all other related and necessary materials, work, and equipment required to construct the pipe in accordance with the Drawings and Specifications. Item No. 900 110BILIZATION AND PROVISION. OF FIELD OFFICE E'ACILITIES, No quantity measurement will be made for any materials or work required to complete this item, The lump sum price hid for mobilization and provision of