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r <br />APPENDIX C <br />ESTIMATED CONSTRUCTION COST FOR TRAIL IMPROVEMENTS <br />FERNDALE ROAD BETWEEN LUCE LINE AND C.R. 6 <br />K'*• <br />ngEL» <br />RICE m <br />COMMON EXCAVATION C.M.5.00 600 3,000 <br />AGGR BASE, CL.5 100% CR ROCK 150 mm M.TON 11.00 1,600 17,600 <br />TP 41 BIT. WEAR COURSE. 50 mm THICK M. TON 50.00 500 25.000SODDING W/100 mm TOPSOIL S.M.3.50 2,600 9,100CONCRETE PEDESTRIAN RAMP EA.500.00 14 7,000 <br />hS 1 MAI bU CUNb rHUCTION COST <br />+5% CONTINGENCIES <br />$61.700 <br />3,085 <br />+20% LEGAL, ENGINEERING AND ADMINISTRATION <br />TOTAL ESTIMATED COST <br />$64,785 <br />12.957 <br />APPENDIX D <br />ESTIMATED CONSTRUCTION COST FOR STORM SEWER IMPROVEMENTS <br />FERNDALE ROAD NORTH OF WAYZATA <br />3rt3jIiBa <br />300 mm RCP STORM SEWER M 80.00 11 880 1375 mm RCP STORM SEWER M 90.00 87 7,830450 mm RCP STORM SEWER M 110.00 400 44,000525 mm RCP STORM SEWER 'M 130.00 40 5,200450 mm RCP F.E.S.EA 2 2,000525 mm RCP F.E.S.EA 1200.00 2 2,400375 mm CMP CULVERT M 40.00 200 8.000STANDARD CATCHBASIN EA 4 4.000STANDARD CATCHBASIN MANHOLE EA 1500.00 11 16.500STANDARD STORM SEWER MANHOLE EA 1500.00 2 3.000IMPROVED PIPE FOUNDATION M 3.00 538 1.614 <br />MECHANICAL TRENCH COMPACTION M 3.00 538 1,614 <br />^^tlMAT^lI) COiviSTRUCTION c6§t <br />+5% CONTINGENCIES i97,038 <br />4.852 <br />1+20% LEGAL. ENGINEERING AND ADMINISTRATION <br />$101,890 <br />20,378 <br />ilUIML fzZ^nMATtU COST ...$122,268