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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 />sheeting; shoring and bracing; concrete footings; timbers; steel beams; <br />reconstructing existing foundation; excavation; backfill; repair of any damage <br />resulti ng from constructi on; and an other l"el a ted and necessary materi al s, <br />work, and equipment requi red to provi de temporary and/or permanent protecti on <br />for existing structures. <br /> <br />I tem No. 105 D IVERSI ON OF STREAM. No quantity measurement wi II be made <br />for any materials or work required to-complete this item in place. The lump <br />sum price bid for this item shall include all of the Contractor's costs of <br />whatsoever nature. The price bid shall include: pumping and/or piping; sand- <br />bagging; miscellaneous concrete; protection of existin9 facilities; repair of <br />any damages resulting from water diversion; and all other related and <br />necessary materials, work, and equipment required to divert Cascade Creek. <br /> <br />Item No. 106 REMOVE REINFORCED CONCRETE TRANSITION. The measurement for <br />payment of thl s 1 tem wlll be the totaT nuniDer' of I i near feet of rei nforced <br />concrete transition removed, as measured along the centerline. The price bid <br />per 1 i near foot of rei nforced concrete removal shall i ncl ude all of the <br />Contractor's costs of whatsoever nature required for the removal of the rein- <br />forced concrete transition structure. The unit price bid shall include: <br />excavation, but not rock excavation; sheeting, shoring and bracing; concrete <br />sawing existing concrete in a manner satisFactory to the Engineer, removing <br />and disposing of the existing concrete transition; surface restoration; and <br />any other related and necessary ma.terials, work, and equipment required to <br />comp I etely remove the rei nforced concrete trans i ti on structure in accordance <br />with the Drawings and Specifications. <br /> <br />Item No. 200 EMBANKMENT MATERIAL. The measurement for payment of this <br />item will be the total number of cubic yards placed on the berms using exca- <br />vated materials from concrete flume construction. The price bid per cubic <br />yard of embankment material sh~l include all of the Contractor's costs of <br />whatsoever nature required for berms construction. The unit price bid shall <br />include: placing and compacting of embankment-material, surface restoration, <br />and any other related and necessary materials, work and equipment required to <br />construct the berms in accordance with the Drawings and Specifications. <br /> <br />Item No. 201 TOP SOIL. The measurement for payment of this item will be <br />the total number of cubic yards required. The price bid per cubic yards of <br />t.opsoil shall include all of the Contractor's costs of \~hatsoever nature <br />required for top soil. The unit price bid shall include: hauling, placement, <br />and any other related and necessary materials, work, and equipment required to <br />1'1 ace top soil for the berms in accol"dance wi th the Drawi ngs and <br />Specifications. <br /> <br />Item Nos. 202 and 203 SEEPWG AND FERTILIZER. The measurement for <br />payment of this item will be the tofai-number-(jf-j:'ounds each l"equired to cover <br />areas delineated in the drawings. The price bid per pound of seeding and fer- <br />tilizer shall include all of the Contractor's costs of whatsoever nature <br />required for seeding and fertilizer. The unit price bid per pound of seeding <br />and fertilizer shall include distribution of both seed-ing and fertilizer, and <br />any other related and necessary materials, work, and equipment required in <br />accordance with the Drawings and Specifications. <br /> <br />1-12 <br />
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