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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 />1187 <br />AMITY MUTUAL <br /> <br />IRRIGATION COMPANY <br /> <br />DESCRIPTION OF WORK AND COST ESTIMATE <br /> <br />AM I TV CANAL (Continuedl <br /> <br />7. Big Sandy Creek Siphon Barrelslmile 29.7) <br /> <br />Dewater and inspect. Required repairs and patching to be <br />determined during inspection. Very rough estimate given here, <br /> <br />DE~JATER AND CLEAN 1 EA @ $20000 $ 20000 <br />INSPECTION 1 EA @ $1000 $ 1000 <br />REPAIR AND PATCH 60 CY @ $450 $ 27000 <br /> ------- <br />Subtotal for Big Sandy Creek Siphon Barrel s: $ 48000 <br /> <br />8, Big Sandy Creek Diversion Structurelmile 30.0) <br /> <br />Construct double row light gage sheet pile overflow diversion <br />dam; construct control structure with gates and inlet channel; <br />add erosion protection at the dam and siphon; repair existing <br />di kes. <br /> <br /> SHEET PILING 10000 SF @ $14.00 $140000 <br /> COMPACTED BACKFILL 400 CY @ $7.00 $ 2800 <br /> STRUCTURAL CONCRETE 130 CY @ $325 $ 42250 <br /> NEl.J GATES AND HOISTS 2 EA @ $8000 $ 16000 <br /> EXCAVATION 1900 CY @ $3.50 $ 6650 <br /> EROSION PROTECTION 1 EA @ $87000 $ 87000 <br /> BORROl~ AND HAUL 8000 CY @ $2.00 $ 16000 <br /> COMPACTED EMBANKMENT 8000 CY @ $1. 00 $ 8000 <br /> ------- <br /> Subtotal for Big Sandy Creek Diversion Structure: $ 318700 <br />9. Smith Drop Structurelapprox, mile 32) <br /> Repair and patch concrete; add erosion protection. <br /> <br />REPAIR AND PATCH <br />EROSION PROTECTION <br /> <br />5 CY @ $450 <br />1 EA @ $2000 <br /> <br />$ 2250 <br />$ 2000 <br /> <br />Subtotal for Smith Drop Structure: <br /> <br />$ <br /> <br />4250 <br /> <br />A-4 <br />