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APPENDIX A -ESTIMATE OF PROBABLE COSTS <br />c <br /> <br />LAYOU T <br />LEARING AND GRUBBING <br />LEARING ONLY <br />RADING <br />TRUCTURAL FILL <br />IRIFI FABRIC <br />URGE STONE <br />BC STONE <br />RCP FLOOD CHANNELS <br />RIPLE BARREL BOX CULVERT <br />SPHALT <br />URN LANES <br />OBILIZATION <br />ENERAL CONDITIONS <br />ENGINEERING/SURVEY <br />EOTECHNICAL <br />ENVIRONMENTAL <br /> <br /> <br />1 LS $4,500 $4,50 <br />2.03 AC $5,000 $10,15 <br />1.14 AC $3,600 $4,10 <br />1 LS $46,000 $46,00 <br />9160 CY $9 $82,44 <br />7666 SY $0.80 $6,133 <br />3500 TON $23.50 $82,25 <br />4400 TON $19.50 $85,80 <br />6 Q 60' LS $14,400.00 $14,40 <br />10'x30'x40' LONG LS $125,000.00 $125,00 <br />6133 SY $18.54 $113,70 <br />1066 SY $56.29 $60,00 <br />1 LS $20,000.00 $20,00 <br />1 LS $36,000 $36,00 <br />1 LS $60,011 $60,011 <br />1 LS $5,000 $5,00 <br />1 LS $6,000.00 $6,00 <br />Subtotal Road Improvements $761 <br />Design Fees and Contingencies $15~ <br />'''-'~etlitl ~QpittiQtt <br />E~rtit~t '~ <br />~ s2 ~ ~DIICKSON <br />cOmmunlly infrdflruCture COnfultantf <br />G-1 Page 253 <br />