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FLOOD08151
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Last modified
1/25/2010 7:13:47 PM
Creation date
10/5/2006 3:25:44 AM
Metadata
Fields
Template:
Floodplain Documents
County
Ouray
Community
Ouray
Stream Name
Cascade Creek
Basin
Gunnison
Title
Contract Documents for Debris and Flood Control Improvements Cascade Creek, Phase II
Date
8/5/1985
Prepared For
Ouray
Prepared By
Simons Li & Associates Inc.
Floodplain - Doc Type
Project
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<br />pavement or other roadway surfacing, i nc-Iudi ng, where requi red, concrete <br />sawi ng or otherwi se effectively cutti ng any exi sti ng concrete pavement <br />smoothly and squarely in a manner satisfactory to the Engineer; temporary <br />pumping facilities or other facilities necessary for the temporary diversion <br />of flows; temporary water control measures; and all other related and <br />necessary materi al s, work, and equipment requi red to construct operabl e pi pe- <br />line in accordance with the Drawings and Specifications. <br /> <br />Item No. 800 INSTALL 12-INCH PVC PIPE. The meaSIJrement: for payment for <br />each speclflc SlZe or type of p---rpe,:except'segments as may be otherwise pro- <br />vided for in the Proposal, will be the actual number of linear feet of pipe <br />installed, complete in place, measured along the centerline of the pipe. <br /> <br />The unit price bid per linear foot for the construction of each section <br />of the pi pel i ne shall i nc I ude all of the Contractor's costs of whatsoever <br />nature for the complete construction of the pipeline, appurtenances, or items <br />otherwise provided for elsewhere in the Proposal. The price bid shall inclu- <br />de: furnishing, transporting, and installing all pipe. and materials; joints <br />and jointing materials including grout, mortar, O-rings, gaskets, end plugs or <br />caps, and other mi scell aneous items as requi red to construGt the speci fi ed <br />pipe; removal of asphalt or sod or other surfacing mater-ials; excavation <br />including exploratory excavation; constructing the specified bedding; back- <br />filling, including the furnishing of any additional suitable backfill material <br />that may be required; method of backfill and compaction as speCified; restora- <br />tion of ground surface to its origina'l condHion, includin!l the removal and <br />replacement of trees and bushes less than six inches in diameter; trench sup- <br />porting; trench dewatering; care and diversion of drainage courses; protection <br />and adjusting of aboveground and underground util ities and service connec- <br />tions; disposal of debris or excess excavated material, and damaged materials; <br />traffic control including barricades, detours, and flagmen; removal and <br />disposing of debris prior to excaviltion; testing and inspection; removal and <br />d i sposa I of pavement or other roadway surfaci ng, -i nel udi ng, where requi red, <br />concrete sawi ng or otherwi se effectively cutting any exi sti ng concrete pave- <br />ment smoothly and squarely in a manner sati sfactory to the Engi neer; and all <br />other related and necessary materials, ./ork, and equipment required to <br />construct the pipe in accordance with the Drawings and Specifications. <br /> <br />Item No. 900 MOBILIZATION AND PROVISION OF FIELD OFFICE FACIL!TIES. No <br />quantity measurement will be made for an,y materials or work required to <br />complete this item. The lump sum price bid for mobilization and provision of <br />field office facilities shall include all of the Contractor's costs of what- <br />soever nature to mobilize and set up field office facilities. The price bid <br />shall include: furnishing, transporting, and installing field office <br />facilities; all permits; mobilizing for the proposed improvements; and any <br />other reI ated and necessary materi a 1 s, work, and equ'i pme'nt to mobil i ze and <br />provide field office facilities. <br /> <br />Item No. 1000 OVEREXCAVATION FOR STABILIZATION. The measurement for <br />payment of thl s item shall be the totaTnumoe;::--orC::lbi c .Yilrds of materi al <br />required to be excavated as outl i-ned in these speci ficatiolls. <br /> <br />The unit price per cubic yard shall be the camplete cost of the <br />Contractor to perform the excavati on. The pri ce shall i ncl ude: excavati on, <br /> <br />1-16 <br />
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