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CIRCES Cost Estimating Software <br />COST SUMMARY FORM <br />Date <br />User <br />O1-Dec-2005 Permitorjobno. <br />SSS Abbreviation <br />Filename <br />M-1999-025 <br />none <br />M025-000 <br />Site :Soaring Eagle Gravel Pit <br />State :Colorado <br />County :Mesa <br />Agency or organization name : DMG <br />Permit or job action : TR-02 Reclamation Cost estimate Recalculation <br />TASK LIST (DIRECT COSTS) <br />NO. TASK DESCRIPTION FORM <br />USED FLEET <br />SIZE TASK <br />HOURS DIRECT <br />COST <br />01a -Dewater 35 acre pit @ 11' depth pumping 1 391.21 $13, 728 <br />02a -Backfill material to create wetland scraper2 1 36.5 $7, 637 <br />03a -Backfill maximum 45001inear feet of avg. 16' highwall scraper2 1 125.4 $26,193 <br />04a -Rip backfil/ed pit slope and facilities area ripper 1 43.2 $8,232 <br />05a -Excavate outlet structure dozer 1 4.4 $805 <br />06a -Purchase 1540 c.y. of 2 foot D50 riprap delivered to site NA 5 8.0 $30,814 <br />07a -Place riprap on outlet structure excavate 1 16.4 $1,474 <br />OSa -Apply 7" of topsoil to 4500' of pit slope scraper2 1 3.81 $795 <br />09a -Apply 7" of topsoil on 29 acre facilities/wash pond area scraper2 1 42.3 $8, 840 <br />l0a -Misc. debris disposal on-site demolish 1 4.0 $54 <br />11a -Revegetation of 4500' pit slope and facilities area ravage 2 60.0 $53,373 <br />12a -Transport reclamation equipment to/from site mobilize 7 2.5 $1, 680 <br />05b -excavate inlet structure (assume size%onst similar to outlet) dozer 1 4.4 $805 <br />06b -Purchase 1540 c. y. of 2' D50 riprap @ $20%.y. delivered NA 5 8.0 $30,814 <br />07b -Place riprap on inlet structure excavate 1 16.4 $1,474 <br />13a -Install 5,000 feet of three strand wire fencing around wetlands @ $2/ft. 1 80.0 $10,000 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />suaTOTALS: $46.9 $196,718 <br />includes inflation factor adjustment of <br />INDIRECT COSTS <br />OVERHEAD AND PROFIT <br />NA °/a <br />Liability insurance <br />Performance bond <br />Job superintendent <br />Profit <br />TOTAL DIRECT COST' = $196, 718 <br />2.02 %ofdirect total= $3,974 <br />1.05 % of direct total = $2,066 <br />100.00 hrs'...$/hr. $37.50 total= $3,750 <br />70.00 %ofdirect total= $19.672 <br />'net working hours comprisingjob <br />LEGAL -ENGINEERING -PROJECT MANAGEMENT - <br />Financial warranty processing (legal/related costs) <br />Engineering work and/or contracUbid preparation <br />Reclamation management and/or administration <br />CONTINGENCY - <br />' contingencies accounted /or at task level <br />TOTAL08P= $29, 4(i1 <br />CONTRACT AMOUNT (direct+ O & P) _ $226,179 <br />total = <br />NA NA total = $5,000 <br />5.00 % ofcntr. NA total = $11,309 <br />NA' NA total = NA <br />TOTAL INDIRECT COST= $45,770 <br />TOTAL BOND AMOUNT (direct + indirect) _ $242,488 <br />