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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I- <br /> <br />ESTIMATED QUANTITIES AND COST <br /> <br />FLOOD CONiROL IMPROVE~ENTS <br />P~E~~wIN~QY DESIGN <br />HENSON CREEK ,rcvc' ,.r <br /> <br />CATEGORY N - NORTH BANK IMPROVEMENTS <br /> <br />Item <br />No. <br /> <br />N1 <br /> <br />N2 <br /> <br />N3 <br /> <br />N4 <br /> <br />Description <br /> <br />Qty. <br /> <br />Site Preparation (Clearing and <br />Grubbing, Removal, etc.) <br /> <br />C Ollp acted F 1000 Emb ankment <br />(Excavation, haul, water, <br />placement, etc.) <br /> <br />475 <br /> <br />Rock Riprap Slope Protection <br />(2' Minimum Thickness) <br /> <br />220 <br /> <br />Topsoil Placement & Reseeding <br />(Top of Embankment & Back Slope) <br /> <br />CATEGORY S - SOUTH BANK IMPROVEMENTS <br /> <br />Item <br />No. <br /> <br />S1 <br /> <br />S2 <br /> <br />S3 <br /> <br />S4 <br /> <br />Description <br /> <br />Qty. <br /> <br />Site Preparation (Clearing and <br />Grubbing, Removal, etc.) <br /> <br />COllpacted F 1000 Embankment <br />(Excavation, haul water, <br />placement, etc.) <br /> <br />Rock Riprap Slope Protection <br />(2' Minimun Thickness) <br /> <br />665 <br /> <br />255 <br /> <br />Topsoil Placement & Reseeding <br /> <br />.r, ...-.J_' <br />, \' <br /> <br />Unit <br /> <br />L .S. <br /> <br />C. Y. <br /> <br />S. Y. <br /> <br />L.S. <br /> <br />Unit <br /> <br />L.S. <br /> <br />C.Y. <br /> <br />S. Y. <br /> <br />L.S. <br /> <br />. , <br /> <br />Cost <br /> <br />1000 <br /> <br />8.00 <br /> <br />8.00 <br /> <br />1000 <br /> <br />400 <br /> <br />8.00 <br /> <br />8.00 <br /> <br />1000 <br /> <br />ESTIMATED CONSTRUCTION COST <br />FIELD DESIGN AND STAKING <br /> <br />CONTI NGENCY <br />TOTAL <br /> <br />IV-2 <br /> <br />Cost Per <br />Item <br /> <br />$ 1000 <br /> <br />3800 <br /> <br />1760 <br /> <br />500 <br /> <br />1000 <br /> <br />5320 <br /> <br />2040 <br /> <br />1000 <br /> <br />16,420 <br />2,000 <br />1,500 <br />$19,920 <br />