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PD REVISED BACKGROUND REPORT (PL-REZ-2022-015_AMEND REZ-05-027)
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2022-04-21 Leeward
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Item #1 Clinton Hinchcliff, Jr. (PL-REZ-2022-015_Amend REZ-05-027)
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PD REVISED BACKGROUND REPORT (PL-REZ-2022-015_AMEND REZ-05-027)
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4 (5) <br /> Estimated Cost of Improvemerits: <br /> Item Approx. Cost <br /> 1) Cutting the embanlonents with removal and transportation <br /> of the rock debris, and including traffic control. $ 95,000 <br /> 2) 2,300 lineal feet of—6 foot wide additional shoulder paving <br /> to provide greater structural road surface stability in areas where <br /> the new middle turn lane is implemented, and to strengthen the <br /> shoulder with an asphalt overlay. <br /> Estimated cost of 8,800 sq. ft. @ $4 per sq. ft. materials and labor: $ 35,200 <br /> 3) 2,300 lineal feet of 4 foot shoulder widening=9,200 sq. ft. <br /> @ $5 per sq. ft. equals a cost of. $ 46,000 <br /> 4) Equipment Mobilization&Demobilization $ 28,000 <br /> (for embanlcment cutting and paving) <br /> 5) Retaining walls: $ 60,000 <br /> 6) Signing and Striping: $ 25,000 <br /> 7) Additional Lighting: $ 15,000 <br /> 8) Landscaping and Bus Stop Improvements: $ 10,000 <br /> 9) Project Administration: $ 25,000 <br /> Total Estimated Costs ............. $ 339,200 <br /> Leo Fleming, C.E. Tom Sena, BC #17920 <br />
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