The URL can be used to link to this page

Home My WebLink AboutWPO201700028 Bond Estimates 2018-04-10 Project Name: Hyland Park Early Grading and WPO Plan -VSMP WPO file number: WP02017-00028 Erosion and Sediment Control Bond Estimate Item Item No. Unit Unit Cost Cost Number (installed) stablization(PS,TS) 12.2 acres $5,000.00 $61,050.00 silt fence(SF) 2900.0 ft $5.00 $14,500.00 safety fence(SAF) 1270.0 ft $5.00 $6,350.00 diversion(DD,FD,RWD) 2760 ft $13.00 $35,880.00 temporary slope drain(TSD) pipe length 0 ft pipe diameter 0 in $0.00 $0.00 earthwork for trap/basin:Sediment Basin#1 height of dam at toe 8 ft cut at high side ft height of fill at face 0 ft cut at face ft length of dam 130 ft length of cut ft top width �,1%ft width of cut ft (area above transition) 0 sf (area below transition 470 sf (total width of darn) 16 ft (total width of cut) 87 ft (height below transition) 8 ft (depth below transitior 10 ft (area below transition) 0 sf (area above transition 335 sf (total fill volume) 0.0 cy (total fill volume) 4382.8 cy length of spillway ft (TOAL CY estimate) 4383 cy $13.00 $56,979.00 - width of spillway ft (spillway stone tons) 43.1 tons $50.00 $2,155.00 structures for basin:Sediment Basin#1 riser height ft riser diameter in (riser unit price) $70.00 $420.00 barrel length ft base plate orfdn $200.00 $200 barrel diameter in ._r, e.unit price) $40.00 $7,400.00 barrel collars $200.00 $400 baffle length ft $50.00 $200 earthwork for trap/basin:Sediment Basin#2 height of dam at toe ft cut at high side ft height of fill at face ft cut at face ft length of dam ft length of cut ft top width ft width of cut ft (area above transition) 64 sf (area below transition 312 sf (total width of dam) 8 ft (total width of cut) 72 ft (height below transition) 0 ft (depth below transitior 4 ft (area below transition) 0 sf (area above transition 128 sf (total fill volume) 201.5 cy (total fill volume) 1548.1 cy length of spillway ft (TOAL CY estimate) 1615 cy $13.00 $20,995.00 _ width of spillway ft (spillway stone tons) 39.1 tons $50.00 $1,955.00 structures for basin:Sediment Basin#2 riser height ft includes(2)MH's riser diameter in (riser unit price $150.00 $2,400.00 barrel length ft base plate or fdn $200.00 $200 barrel diameter in (barrel unit price) $40.00 $10,200.00 barrel collars $200.00 $400 baffle length ft $50.00 $200 earthwork for trap/basin:Sediment Trap#1 height of dam at toe ft cut at high side ft height of fill at face ft cut at face ft 4/10/2018 Project Name: Hyland Park Early Grading and WPO Plan -VSMP WPO file number:WP02017-00028 Erosion and Sediment Control Bond Estimate Item Item No. Unit Unit Cost Cost Number Jinstalledl length of dam ft length of cut ft 9 9 top width ft width of cut ft (area above transition) 0 sf (area below transition: 120 sf (total width of dam) 8 ft (total width of cut) 42 ft (height below transition) 4 ft (depth below transitior 2 ft (area below transition) 0 sf (area above transition 38 sf (total fill volumel 0.0 cy (total fill volume) 643.7 cy length of spillway ft (TOAL CY estimate) 644 cy $13.00 $8,372.00 - width of spillway ft (spillway stone tons) 3.5 tons $50.00 $175.00 earthwork for trap/basin:Sediment Trap#2 height of dam at toe ft cut at high side ft height of fill at face ft cut at face ft length of dam ft length of cut ft top width ft width of cut ft (area above transition) 20 sf (area below transition' 288 sf (total width of dam) 8 ft (total width of cut) 56 ft (height below transition) 2 ft (depth below transitior 2 ft (area below transition) 4 sf (area above transition 52 sf (total fill volume) 40.0 cy (total fill volume) 755.6 cy length of spillway _ft (TOAL CY estimate) 769 cy $13.00 $9,997.00 width of spillway ft (spillway stone tons) 3.5 tons $50.00 $175.00 silt ne inlet protection(IP) ■ $100 00 $200.00 stone inlet protection(IP) $200.00 $4,000.00 outlet protection(OP) length .ft width ■ft $10.800.00 $21,600.00 chaannell(SC(SCC,matted) length ft width ft $0.00 check dam depth in channel ft channel width ft $0.00 $0.00 construction entrance(CE) $2,000.00 $4,000.00 wash rack $2,000.00 $4,000.00 paved construction entrance $3,500.00 $7,000.00 rip-rap,placed depth ft length ft width (tons) 0 tons $60.00 $0.00 survey and layout(price per 0.1 mi.) acres traps and basins $8,000.00 mobilization $500.00 stream crossing(computed independently) $0.00 cost sum $289,903.00 contingency $28,990.30 Total $318,900 4/10/2018 Project Name:Hyland Park Early Grading and WPO Plan-VSMP WPO file number: wpo2017-00028 Stormwater Management Plan Bond Estimate Item Item No.Unit nit Cost Number (installed) • permanent diversion or ditch ft $13.00 $000 standard manhole frame top(not inlet) In ESC porrSon of Bend Ma $500.00 $000 drop inlet or grata ea $3,500.00 30.00 manhole structure(per ft nse) In ESC portion of Bond ft $450.00 $000 pipe.rep.cmp(15 to as} OA in d ES-12 Il ES-IIII 0 $0.00 $000 aggregate base or drainage stone MO in ft L 0 W 0.0 bit S35.00 $0.00 earthwork mom trap/basin height of dam at toe ft Out et high tide III ft In ESC portion of Bond height of till at face ft Out at Poe ft length of darn ft legthof out ft top width ft went ofcut ft OEo.+.,cn.,ilOO 0 sf (area below Lannon) 0 sf (total vndtho dem) 0 ft itotel.dth picot) 0 fl Iheight bpbw'hantNon 0 ft (depth below transition 0 ft klireA below transition, 0 sf taloa above lran.:Nonl 0 sf ta r t rig volpmo) 00 cy length of apolwwy 9fl ITOAI.CY estrmatei 0 cy $13.00 $0.00 width of spillway , 0 ft (spillway stone Ions) 0 Ions S50.00 S0.00 Oedema for been ser height 0 ft In ESC portion of Bond riser diameter Oln ,.... ,inlb,,.,.. $000 $000 barrel length 0 ft base plate on fdn MI $200.00 $0 barrel diameter 0 in $000 $000 barrel collars $20000 S0 baffle length 0 $5000 $0 trees None-Gress dry retention area 0 ee $275 00 $0.00 shrubs 0 m $5000 $0.00 seedlings $5,00 $0.00 underdrain(LF) None ft $5.00 $0.00 biofiter sal mix(CY) None Cy $38.00 S0 00 tree',rack/ant vortex devices ft $1,500.00 $3,000.00 maintenance access road(LF) .ate 430 n 850.00 S21,500.00 np *toe d ced depth fl length E. i fl width (ronsl 24 $00.00 $1,440.00 survey and layout(price per 0 1 mi) acres basins NNW in ESC pomon of 60-.. $0.00 mobilization $500.00 as-bunt drawings(per facility) 2 ee S2.000.00 S4,000.00 metenels testing(per facility) 2 ee $2,000.00 $4,000.00 compaction testing(per dam) 2 ea $5,000.00 810,000.00 manufactured facWees(attach manufacturers or contractors price as a base) $0.00 cool sum S44.440.00 canbngeney 84,444.00! Total $48,880 t 4/102018