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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 />Item No. 204 MULCHING. The measurement for payment of this item will be <br />the total number of tons required to cover areas delineated in the drawings <br />for seeding. The price bid per ton of mulching shall include all of the <br />Contractor's costs of whatsoever nature required for mulching. The unit price <br />bid shall include: application of the material, and any other related and <br />necessary materi al s, work, and equipment requi red in accordance with the <br />Drawings and Specifications. <br /> <br />Item No. 300 ROCK AND BOULDER EXCAVATION. The measurement for payment <br />of this item will be the total number of clJbic yards of rock required to be <br />excavated for construction of the proposed improvements measured in excavation <br />and computed by the average area method for the area excavated; provided, <br />however, no measurement for payment will be made for any rock excavated beyond <br />the maximum prescribed trench widths or fOl" depth exceeding 12 inches below <br />the proposed fi ni sh el evati on. Further, no measurement for payment as rock <br />excavation will be made of the excavated area for material which does not con- <br />form to the definitions of rock in these Specifications. However, removal of <br />old concrete building foundations, if any, s~a1"l be classified as rock. <br /> <br />The unit price bid per cubic yard of rock excavation shall include all of <br />the Contractor's costs of whatsoever nature to perform the excavation. The <br />price bid shall include: excavating, blasting, and removal and disposal of <br />the rock debris; replacement with unclassified backfill materials acceptable <br />to the Engineer; compaction; and any other related and necessary material s, <br />work, and equipment required to excavate the rock in accordance with the <br />Drawings and Specifications. <br /> <br />Item No. 301 BORROW (HAUL, Cor~PLETE IN PLACE). "the measurement for <br />payment of thi s item will be the total number of cubi c ,yards of borrow <br />material in place required due to insufficient, or unsuitable foundation/ <br />backfill materials. However, no payment w'ill be mad,~ for borrow materials <br />1'1 aced outs i de the wi dths or depths di rected by the Engi neeI' or as otherwi se <br />specifi ed. <br /> <br />The unit bid per cubic yard of borrow mater-ial shall include all 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 borrow site and any other related and <br />necessary materials, work and equipment to provide borrow materials in accor- <br />dance with the Drawings and Specifications. <br /> <br />Item No. 400 RE INFORCED CONCRETE HEADWALL. No quanti ty measurement wi 11 <br />be made for any work or materials required "Eo complete this item. The lump <br />sum price bid shall include all of the Contractor's costs of whatsoever nature <br />required to complete the structure in place. The price bid shall include: <br />I ayout, excavation, but not rock excavation; forming; reinforcing steel; fur- <br />n i shi ng, ri prap, transporti ng, and 1'1 aci ng concrete; back fi 1"1 i ng and compac- <br />tion; testing; and any other related and necessary mater-ial s, work, and <br />equi pment requi red to complete the structurl~ in place in accordance \~ith the <br />Drawings and Specifications. <br /> <br />Item No. 500 WATER AND SEWER ENCASEMENTS. The measurement for payment <br />of thIS item wlll be the total number of lrnear feet of concrete encasement <br /> <br />I-13 <br />
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