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WSP06874
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WSP06874
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Last modified
1/26/2010 2:24:45 PM
Creation date
10/12/2006 1:55:48 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8141
Description
Fryingpan-Arkansas Project
State
CO
Basin
Arkansas
Water Division
5
Date
4/21/1972
Author
US DoI BoR
Title
Acknowledge Receipt on Bid Form
Water Supply Pro - Doc Type
Data
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<br /> <br />:;f <br />,~ <br />C. <br />I., <br />1v.''',- <br /> <br /> <br />\.: <br /> <br />~i: <br /> <br />l' <br /> <br />"~ <br /> <br />'1 <br /> <br />In'. <br />,~ <br />~:' <br />~:' <br /> <br />l <br /> <br />., <br /> <br />1 ~),ri 8 <br />'; 'oJ (~ <br /> <br />Item <br /> <br />198 <br />199 <br /> <br />200 <br /> <br />1201 <br />202 <br /> <br />203 <br /> <br />204 <br /> <br />1205 <br />t 206 <br />1207 <br /> <br />1208 <br /> <br />t 20g <br /> <br />210 <br /> <br />211 <br /> <br />t 212 <br /> <br />1213 <br /> <br />1214 <br /> <br />t 214A <br /> <br />1215 <br /> <br />t 216 <br /> <br />Work or material <br /> <br />Plant-mix bituminous surfacing <br /> <br />Asphalt cement grade 85-100 <br /> <br />Plant-mix bituminous sidewalks <br /> <br />Excavation, common, for bridges <br /> <br />Excavation, rock, for bridges <br /> <br />8ackfill for bridges <br /> <br />c.ompacting backfill for bridges <br /> <br />Furnishing steel piles <br /> <br />-Driving steel piles <br /> <br />Concrete in bridge decks and road- <br />way barriers <br /> <br />Concrete in pier and abutments <br /> <br />Furnishing and placing neoprene <br />.expaosi_on join'tdevice, Type <br />150A <br /> <br />Furnishing and placing deck water- <br />proofing membrane <br /> <br />Furnishing and placing 1 and 1/2- <br />inch bituminous pavement overlay <br /> <br />Furnishing and placing,l-inch <br />sponge rubbel:. filler- <br /> <br />Furnishing and placing 2-inch <br />sponge rubber filler <br /> <br />Furnishing and placing 1 and 1(2- <br />inch elastomeric beadngs <br /> <br />Furnishing and placing 1.inch elasto- <br />meric bearings <br /> <br />Furnishing and erecting precast <br />pretensioned concrete beams in <br />the following sizes: <br /> <br />4 feet 6 inches by 100 feet <br />6 and 3(4 inches long <br /> <br />4 feet 6 inches by 99 feet <br />2 and 1/2 inches long <br /> <br />SC.HEDULE-Continued <br /> <br /> <br />81DDING SCHEDULE FO <br />SPECIFICATIONS NO. DO <br />(SUPPLEMENTAL iII0TIQ <br /> <br />"'2) <br /> <br />Quantity and unit <br /> <br />Unit price <br /> <br /><.,'r"_, <br />'.&i{: <br />Amqunf"'" <br />"\' <br /> <br />9,500 tons <br /> <br />$ <br /> <br />$. <br /> <br />.~<. <br /> <br />620 tons <br /> <br />13 tons <br />1,000 cu yd t <br /> ,',;/, <br />200 cu yd , <br />.~f~'" <br />2,000 cu Vd .. <br />2,000 cu yd <br />1,200 tin It ,,'. t <br />1 ,olio lin It ~ . 1 <br /> ~, <br />. 300 cu yd . ,.. 1 <br />~~.~ <br />-;~T;': <br />430 cu yd 1 <br /> ~~- <br /> '. <br /> Ii(. <br />31lin ft .~>. 1 <br /> ,-;,-. <br /> ',.., <br /> ;--, <br /> ", <br />1,000 sq yd ~<;- <br /> ~:' <br />1,000 sq yd '<, <br />120 SQ ft 1 <br /> ',,'- <br />30 SQ ft 1 <br />28 SQ ft t <br />14 sq ft 1 <br /> <br />5 beam s <br /> <br />t <br /> <br />10 beams <br /> <br />t <br /> <br />n{revised) <br />
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