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Home My WebLink AboutWPO201700076 Bond Estimates WPO VSMP 2018-03-30 Project Name:UVAF Temporary Golf Course Connector Road WPO file number:WP0201700076 Stormwater Management Plan Bond Estimate Item Item No.Unit Unit Cost Cost Number installed permanent diversion orditch 75 ft $1300 $97500 standard manhole frame top(not Inlet) 0 ea $50000 $000 drop inlet or grate 3 ea $3,500.00 $10,50000 manhole structure(per R.nae) 0 It $450.00 $000 pipe,rep,cmp(15 to 48') 120,n d 2 ES-12 (S'EC-1 s:fl $35.00 $1 525.00 pipe,rcp,cmp(15 to 481 1.50.n d 3 ES-1,2 'i. $35.00 $608500 pipe,rcp,cmp(15to 481 150 n d 3 ES-1,2 0;EC 1 �'' �:.C#'.,fl 540.00 53,180 00 aggregate base or drainage stone en d ft I. O W 0.0 ton $35.00 $000 eadhwnrk for trapbasn height of dam at toe 4 ft cul al high sde 4''11 height of fill at face :Oft cut at face 1•ft length of dam „,R Iength of cul 11AR topwidth .va ,R width of cul 10'.ft (area above transition) 14 of (area below transition) 12 s (total width of dam) $ft (total width of cut) 20 ft (height below transition 2 ft (depth below transition 3 ft (area below transition) 4 sf (area above Iransilon) 21 sf (total fill volume) 133.3 cy (total fill volume) 1833 cy length of spillway ft (TOAL CY estimate) 228 cy $13.00 $2,964.00 vndlh of spillway fl (spillway stone Ions) 25.3 tons $50.00 $1,265.00 structures for basin riser height R nserdameter - (riser unit price) $000 $0.00 barrel length ,,,0 ft base plate or fdnali t $200.00 $0 ..................... barrel diameter 0 in (barrel unit price) $0.00 $0.00 barrel collars $20000 $0 baffle length ,ri R $50.00 $0 trees 4 ea $27500 $000 shrubs :ea $5000 $17,000.00 50001n9s �`a'f*'�i ea $500 $000 underdrain(LF) 53a.{yyI4v ft $500 $925.00 baker soil mix(CV) } 't.cy $4500 $7,875.00 trash rack/ant vortex deuces �R 31500.00 $000 maintenance access road(LF) ,''.,ft $50 00 $0.00 rip-rap,placed depth ift length 3'ft with ..0; (Ions) 399 $60-00 $2,34000 survey and layoul(price per 0.1 mi.) acres 3.15.: basins ,1,{f $1,07500 mobilization $2,50000 as-built drawings(pe p�facility) % `ft $2,000.00 $2,00000 materials lest g(perfacility) -M,ea $2,01%100 $2,00000 compaction testog(per dam) ea $300000 $000 manufactured facilities(attach manufacturer's or contractor's price as a base) $000 cost sum $62.20900 contingency $6,220.90 Total $68,430 4- 3292018 Project Name:UVAF Temporary Golf Course Connector Road WPO file number:WP0201700076 Erosion and Sediment Control Bond Estimate Item Item No.Unit Unit Cost Cost Number (installed) stablizaeon(PS,Ts) 2.2'"acres $5,000.00 $10,750.00 slit fence(5F) 132S O rt $5.00 $6,625.00 safety fence(SAF) b t1.k 55.00 S0.00 diversion(DD,FD,RWD) 4 ft $13.00 $0.00 temporary slope tlrain(TSD) pipe length e k pipe diameter 0..in $0.00 50.00 earthwork for trap/basin height of dam at toe 0 ft cu[a[hi9h side Oi ft height oI fill at face Oft cut a[lace b:ft length c/dam 0 k length of cu[ 0i ft top width e'k width of cut 0:k (area above transition) 0 st (area below transition) 0 sf (total width of dam) 0 ft (total width 01 001) 0 ft (height below transition) 0 k (depth below transisor 0 ft (area below transition) 0 sr (area above transition) 0 sf (total fill vdume) 0.0 cy (total fill volume) 0.0 cy length of spillway D`k (TOAL CV estimate) 0 cy $13.00 $0.00 width or spllwap tl'i ft (spillway stone tons) o tons $50.0 $0.00 structures r«basin ser height Qi n user diameter {)',in (rise unit puce) $0.00 $0.00 barrel length 0..k base plate or Idn 03 $200.00 $0 barrel tliame[er 0.in (barrel unit price) $0 0 $0.00 barrel collars 0 $20000 $0 baffle length .#)'.ft $50.00 $0 sift fence inlet protection(IP) 4 $100.00 S400 00 stone inlet prof«eon(IP) 7 $200 00 $1,400.00 outlet protection(OP) length 4 k width 4 ft 9: $72.00 $432.00 channel(SCO,matted) length 0 ft width 0 ft $0.00 check dam depth In channel 3i ft channel width 12 ft .`3 $810.00 $2,430.00 construction entrance(CEI .,1. $2,500.00 $2,500.00 wash rack 0. :2.000.00 $0.00 paved consbuction entrance 0; $3,500.00 $0.00 hp-raP.Placed depth >.2..ft length &si ft width 12.0 (tons) 142025 tons $60.00 $852.15 rvee and layout(price par 0.1 mi.) acres ;2 2 traps and basins 0i $1.075.00 mobilization $2,50.00 stream crossing(computed independently) 50.00 .........._......................_................................................................... cwt sum $28,984.15 contingency $2,898.42 Total $31,870 3/28/2018