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FLOOD09416
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Last modified
1/26/2010 10:09:10 AM
Creation date
10/5/2006 4:18:46 AM
Metadata
Fields
Template:
Floodplain Documents
County
Ouray
Community
Ouray
Stream Name
Portland Creek
Basin
Gunnison
Title
Contract Documents for Debris and Flood Control Improvements Portland Creek, Phase II
Date
7/1/1987
Prepared For
Ouray
Prepared By
Simons Li & Associates Inc.
Floodplain - Doc Type
Project
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<br />ane disposiny of the existing concretl: trans'ition; surface restoration; and <br />any other related and necessary materials" work, and equipment required to <br />corrp 1 ately remove the rei nforced concrete transition structure in accordance <br />with the Drawings and Specifications. <br /> <br />Item No, 200 ROCK AND BOULDER EXCAVATION. No quanti ty estimate has been <br />mace l'Or rock and boul del' excavation, Ttle-c:neasurelOent for payment of thi s <br />item will be the total number of cubic yards of rock required to be excavated <br />for construction of the proposed improvements measured in truckloads haul ed <br />frclIl the site, However, no measureillent for payment will be made for any rock <br />excavated beyond the maximum prescribed w'j dths or for depth approved by the <br />Ensineer. Further, no measurement for payment as rock excavation will be made <br />of the excavated area for material which does not conform to the definitions <br />of rock in these Specifications. The Engineer shall approve each truckload of <br />material classified as rock and boulder excavation. However, r'emoval of old <br />concrete building foundations, if any, shal] be classified as rock. <br /> <br />The unit price bid per cubic yard of rock E!xcavation shal] include all of the <br />Contractor's costs of whatsoever nature to perform the excavation, The price <br />bid shall include: excavating, blasting, and removal and disposal of ttle rock <br />debris; replacement with unclassified backfill mate:cials acceptable to the <br />Engineer; compaction; and any other related and necessary materials, work, and <br />equipment requi red to excavate the rock in accordance wi th the Drawi ngs and <br />Specifications, <br /> <br />Item No. 201 BORROW (HAUL, CO~lPLETE [N PLACE). The nleasurement for <br />payment of this Hem will be the total number of tol'iS of borrow material in <br />place required due to insufficient, or unsuitable foundation/ backfill <br />materials measured by scale tickets or othel" means approved by the Engineer, <br />However, no payment will be made for bOITOW mater'ials placed outside tile <br />\-Ii dths 01' depths <1i rected by the Engi neeI' or as other.d se speci fi ed. <br /> <br />The unit bid per cubic yard of borrow material shall include an of the <br />Contractor's costs of whatsoever nature to construct the borrow complete in <br />place, The price bid shall include: excavation, haul, backfilling, compac- <br />tion, surface restoration at the bonuw s';te and any other related and <br />necessary materials, work and equipment to provide borrow materials in accor- <br />dance wi th the Drawi ngs and Specifi cati ons. <br /> <br />I tern 3UO, 301. REINFORCED CONCRETE FUII~E. The measurement for payment <br />of this itelll win be the total nUlllber of l'inear feet of reinforced concrete <br />flume, as measured along the centerline. complete in place, The price bid per <br />linear foot of reinforced concrete flunre shall include all of the Contractor's <br />costs of whatsoever nature required far construction of the reinforced con- <br />crete flume complete in place, The unit price bid shall include: layout, <br />excava ti on, but not rock excavati on; sheeti ng, shori n'), and braci ng except as <br />required in Item 104; forming; furnishing, transporting, and placin') concrete <br />and reinforcing, adjusting water and sewer' s,ervice connections; backfilling <br />and compaction; surface restoration, including walb/ay, walls, etc,; and any <br />other related and necessary materials, work, and equipment required to <br />construct the reinforced concrete flume complete in place in accordance with <br />the Drawings and Specifications. <br />
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