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Home My WebLink AboutWPO201700023 Bond Estimates 2017-05-11Oakleigh - Phase 2 (Blake Property) WPO file number: WP0201700023 Erosion and Sediment Control Bond Estimate Item Item No. Unit Unit Cost Cost Number installed stablization (PS, TS) acres $5,000.00 $21,750.00 silt fence (SF) 122 ft $5.00 $6,115.00 stone inlet protection (IP) 1 $200.00 $2,600.00 mobilization $2,500.00 cost sum $32,965.00 contingency $3,296.50 Total $36,270 5/11/2017 Oakleigh - Phase 2 (Blake Property) WPO file number: wpo201700023 Stormwater Management Plan Bond Estimate Item Item Number standard manhole frame top (not inlet) drop inlet or grate manhole structure (per ft. rise) pipe, rep, cmp (15 to 48") ES-1,2 pipe, rep, cmp (15 to 48") contingency 12 pipe, rep, cmp (15 to 48") "dES- ES -1,2 aggregate base or drainage stone ftL survey and layout (price per 0.1 mi.) acresbasins mobilization as -built drawings (per facility) materials testing (per facility) compaction testing (per dam) manufactured facilities (Pervious Pavers) No. Unit Unit Cost Cost installed ea $500.00 $3,500.00 ea $3,500.00 $31,500.00 3 ft $450.00 $15,300.00 EC -1143. ft $35.00 $5,012.00 EC -1 430. ft $40.00 $17,224.80 EC -1 848.1 ft $50.00 $42,403.00 0.0 ft W 461.0 ton $35.00 $16,135.00 0 $2,200.00 $2,500.00 ,Jea $2,000.00 $2,000.00 ea $2,000.00 $2,000.00 ea $3,000.00 $3,000.00 sq -ft $7.00 $381,850.00 cost sum $524,624.80 contingency $52,462.48 Total $577,090 5/11/2017 Oakleigh Phases 1, 3, 4, 5, and 6 WPO file number: WP0201700023 Erosion and Sediment Control Bond Estimate Item Item Number stablization (PS, TS) silt fence (SF) safety fence (SAF) earthwork for trap/basin - Basin 2 structures for basin earthwork for trap/basin - Basin 1 structures for basin stone inlet protection (IP) outlet protection (OP) outlet protection (OP) construction entrance (CE) paved construction entrance height of dam at toe 0 ft height of fill at faceIL 0 ft length of dam 0 ft top width ft (area above transition) 0 sf (total width of dam) 0 ft (height below transition) Oft (area below transition) 0 s (total fill volume) 0.0 cy length of spillway_ft width of spillway ft riser heightft riser diameter in barrel length 100 ft barrel diameter 18 in height of dam at toe 0 ft height of fill at face 0 ft 1 length of dam 0 ft top width n ft (area above transition) 0 sf (total width of dam) 0 ft (height below transition) Oft (area below transition) 0 s (total fill volume) 0.0 cy length of spillway_ft width of spillway ft riser height 7 ft riser diameter K30 in barrel length 86 ft barrel diameter 15 in cut at high side ft cut at face - ft length of out barrel collars ft width of cut (total width of cut) ft (area below transition 0 sf (total width of cut) 0 ft (depth below transitioi 0 ft (area above transition 0 sf (total fill volume) 259.0 cy (TOAL CY estimate) 259 cy (spillway stone tons) 0 tons (riser unit price) $65.00 base plate orfdn - (barrel unit price) $40.00 barrel collars Mft baffle length (total width of cut) cut at high sideft cut at face ft length of outoft ft width of cut (area below transition 0 s (total width of cut) 0 ft (depth below transitioi 0 ft (area above transition 0 sf (total fill volume) 1611.0 cy (TOAL CY estimate) 1611 cy (spillway stone tons) 0 tons (riser unit price) $65.00 base plate orfdn - (barrel unit price) $35.00 barrel collars oft baffle length $22,000.00 length ft ftwidth oft length ft width ft No. Unit Unit Cost Cost installed $5,000.00 $22,000.00 Macres ft $5.00 $7,425.00 ft $5.00 $2,180.00 25 'l 1 $13.00 $3,367.00 $50.00 $0.00 $200.00 $200.00 $50.00 $650.00 $0 $4,000.00 $0 $0 $13.00 $20,943.00 $50.00 $0.00 $200.00 $200.00 $50.00 $200.00 $2,160.00 $810.00 $2,500.00 $3,500.00 $455.00 $0 $3,010.00 $0 $0 $5,000.00 $2,160.00 $810.00 $2,500.00 $3,500.00 5/11/2017 Oakleigh Phases 1, 3, 4, 5, and 6 WPO file number: WP0201700023 Erosion and Sediment Control Bond Estimate Item Item Number survey and layout (price per 0.1 mi.) acres mobilization 4.4 traps and basins No. Unit Unit Cost Cost (installed) $3,200.00 $2,500.00 cost sum $83,700.00 contingency $8,370.00 Total $92,070 5/11/2017 Oakleigh Phases 1, 3, 4, 5, and 6 WPO file number: wpo201700023 Stormwater Management Plan Bond Estimate Item Item Number standard manhole frame top (not inlet) drop inlet or grate manhole structure (per ft. rise) pipe, rcp, cmp (15 to 48") pipe, rcp, cmp (15 to 48") pipe, rcp, cmp (15 to 48") trees shrubs seedlings biofilter soil mix (C` ) trash rack/ anti vortex devices survey and layout (price per 0.1 mi.) acres mobilization as -built drawings (per facility) materials testing (per facility) compaction testing (per dam) manufactured facilities (Biofilter) Installation manufactured facilities (Underground Storage) Installation manufactured facilities (Permiable Pavers) Total $667,220 5/11/2017 No. Unit Unit Cost Cost installed ea $500.00 $2,500.00 9 ea $3,500.00 $31,500.00 18 ft $450.00 $8,100.00 in d 0 ES -1,2 0 EC -1 415.9 ft $35.00 $14,555.10 in d 0 ES -1,2 0 EC -1 13.9 ft $40.00 $556.80 in d 0 ES -1,2 0 EC -1 415.1 ft $65.00 $26,978.25 3 ea $275.00 $825.00 32 ea $50.00 $1,600.00 9 ea $5.00 $45.00 297 cy $45.00 $13,365.00 1,ft $1,500.00 $1,500.00 -4.4 basins 2 $3,200.00 $2,500.00 $2,000.00 $2,000.00 East ea $2,000.00 $2,000.00 ea $3,000.00 $3,000.00 $53,385.00 $22,136.00 $82,156.00 $82,156.00 _sq -ft $7.00 $252,504.00 cost sum $606,562.15 contingency $60,656.22 Total $667,220 5/11/2017 Oakleigh Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer) Plan # SUB201700062 Item No. Unit Unit Cost Cost installed % compete cost remaining Nichols Begin station 10+00.00 End station 14+50.00 road length 450.0 ft aggregate base 6.0 in d 450.0 ft L 25.4 ft W 400.1 ton $35.00 $14,001.75 0% $14,001.75 aggregate base 8.0 in d 262.8 ft L 12.0 ft W 147.2 ton $35.00 $5,150.88 0% $5,150.88 asphalt base 3.0 in d 450.0 ft L 25.4 ft W 210.0 tons $100.00 $21,002.63 0% $21,002.63 asphalt surface 2.0 in d 450.0 ft L 25.4 ft W 140.0 tons $120.00 $16,802.10 0% $16,802.10 asphalt base 3.0 in d 262.8 ft L 25.4 ft W 122.7 tons $100.00 $12,265.53 0% $12,265.53 asphalt surface 2.0 in d 262.8 ft L 25.4 ft W 81.8 tons $120.00 $9,812.43 0% $9,812.43 curb CG -6 1055.0 ft $15.00 $15,825.00 0% $15,825.00 sidewalk, concrete (6') 1000.0 ft $17.00 $17,000.00 0% $17,000.00 ramp CG -12 19 ft $350.00 $6,650.00 0% $6,650.00 street name sign 1 each $200.00 $200.00 0% $200.00 traffic control sign 5 each $200.00 $1,000.00 0% $1,000.00 drop inlet or grate 12 each $3,500.00 $42,000.00 0% $42,000.00 standard manhole frame top (not inlet) 6 each $500.00 $3,000.00 0% $3,000.00 manhole structure (per ft. rise) 108 ft $450.00 $48,600.00 0% $48,600.00 pipe, rcp, cmp (15 to 48") in dES-1,2 0 EC -1 500.0 ft $35.00 $17,500.00 0% $17,500.00 pipe, rcp, cmp (15 to 48") in d Min ES -1,2 0 EC -1 100.0 ft $50.00 $5,000.00 0% $5,000.00 pipe, rcp, cmp (15 to 48") d ES -1,2 0 EC -1 50.0 ft $40.00 $2,000.00 0% $2,000.00 cut grading 3250.0 cy $4.00 $13,000.00 0% $13,000.00 fill grading icy $9.00 $4,950.00 0% $4,950.00 as -built drawings (1k+ price per 0.1 mi.) 450.0 ft L 0.08523 mi. 1 Isum $2,000.00 $3,000.00 0% $3,000.00 survey and layout (price per 0.1 mi.) 450.0 ft L 0.08523 mi. 1 Isum $2,000.00 $3,000.00 0% $3,000.00 mobilization -Isum $5,000.00 $5,000.00 0% $5,000.00 materials testing 450.0 ft L 0.9 inc of 500' 2 each $200.00 $380.00 0% $380.00 compaction testing 450.0 ft L 0.9 inc of 500' 2 each $200.00 $380.00 0% $380.00 CBR tests (1 every 0.1 mi. per road) 450.0 ft L 0.9 inc of 500' 2 each $200.00 $380.00 0% $380.00 stone depth inspections 450.0 ft L 0.9 inc of 500' 2 each $200.00 $380.00 0% $380.00 pavement inspections 450.0 ft L 0.9 inc of 500' 2 each $200.00 $380.00 0% $380.00 pipe and drainage video inspections 650 ft $1.00 $650.00 0% $650.00 VDOT surety (1 lane) 450.0 ft L 0.08523 mi. 2 Lanes $2,000.00 $3,409.09 0% $3,409.09 VDOT maintenance fee (1 In rd, 1 yr) 450.0 ft L 0.08523 mi. 2 Lanes $150.00 $255.68 0% $255.68 VDOT admin. Cost recovery fee(1 lane) 450.0 ft L 0.08523 mi. 6 2 Lanes $100.00 $420.45 0% $420.45 Eckerson Court Begin station 10+00.00 End station 13+75.00 road length 375.0 ft Permiable Pavers 8518.0 sq -ft $7.00 $59,626.00 0% $59,626.00 curb CG -2 1060.0 ft $13.00 $13,780.00 0% $13,780.00 sidewalk, concrete (6') 1255.0 ft $17.00 $21,335.00 0% $21,335.00 street name sign 1 each $200.00 $200.00 0% $200.00 traffic control sign 2 each $200.00 $400.00 0% $400.00 as -built drawings (1k+ price per 0.1 mi.) 375.0 ft L 0.07102 mi. 1 Isum $2,000.00 $3,000.00 0% $3,000.00 survey and layout (price per 0.1 mi.) 375.0 ft L 0.07102 mi. 1 Isum $2,000.00 $3,000.00 0% $3,000.00 mobilization -Isum $5,000.00 $5,000.00 0% $5,000.00 C:\Users\rjocz\Desktop\Reviews\VSMP\WP0201700023 - Oakleigh\Bonds\RP_bond_est_Oakleigh.xls 5/10/2017 Oakleigh Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer) Plan # SUB201700062 Item No. Unit Unit Cost Cost installed Nichols materials testing 375.0 ft L 0.75 inc of 500' 2 each $200.00 $360.00 compaction testing 375.0 ft L 0.75 inc of 500' 2 each $200.00 $360.00 CBR tests (1 every 0.1 mi. per road) 375.0 ft L 0.75 inc of 500' 2 each $200.00 $360.00 stone depth inspections 375.0 ft L 0.75 inc of 500' 2 each $200.00 $360.00 cost sum $381,176.54 contingency $38,117.65 Total $419,300 % compete cost remaining 0% $360.00 0% $360.00 0% $360.00 0% $360.00 E$381,81'76.543117.6519,300 C:\Users\rjocz\Desktop\Reviews\VSMP\WP0201700023 - Oakleigh\Bonds\RP_bond_est_Oakleigh.xls 5/10/2017 OAKLEIGH 7 �-- WPO file number:WPO20 OAKLEIGH plans dated 23 February 2017-/ahels-Court ) - 'el-.'''CL �� ✓ J Erosion and Sediment Control Bond Estimate Item Item No.Unit Unit Cost Cost Number (installed) stablization(PS,TS) 2.0 acres '.$5,000.00 $10,000.00 silt fence(SF) 14111ft $5.00 $7,425.00 safety fence(SAF) 9ft $5.00 $4,870.00 diversion(OD,FD,RWD) 1t $1300 $0.00 temporary slope drain(TSD) pipe length 0 ft pipe diameterlir. 0 in $0.00 $0.00 earthwork for trap/basin height of darn at toe ft cut at high side 0 ft height of fill at face ft cut at face 0 ft length of darn ft length of cut 1 0 ft top width ft width of cut ft (area above transition) 0 sf (area below transition: 0 sf (total width of darn) 0 ft (total width of cut) 0 ft (height below transition) 0 ft (depth below transitior 0 ft _. .. •Pbv:!raosifion) 0 sf (area above transition 0 sf 0.0 cy (total fill volume) 1611.0 cy length of spillway ft (TOAL CY estimate) 1611 cy $13.00 $20,943.00 width of spillway ''' '. 6 ft (spillway stone tons) 0 tons $5000 $0.00 structures for basin riser height 7 ft riser diameter $65.00 $455.00 barrel length 86 ft base plate or fdn 111111 $200.00 $200 barrel diameter 15 in $35.00 $3,010.00 barrel collars $200.00 $0 baffle length ft $50.00 $0 silt fence inlet protection(IP) 0 $0.00 stone inlet protection(IP) It 15 $3,000.00 outlet protection(OP) length 0 ft width dft 0 $0.00 channel(SCC,matted) length 0 ft width 0 ft $0.00 check darn depth in channel 0 ft channel width 0 ft 0 $0.00 construction entrance(CE) 1 $2,500.00 wash rack 1 $2,000.00 paved construction entrance 0 $0.00 rip-rap,placed depth 0 ft length 0.0 ft width 0.0 $0.00 survey and layout(price per 0.1 mi.) acres 0 traps and basins 1 $500.00 mobilization $2,500.00 stream crossing(computed independently) $0.00 cost sum $57,403.00 contingency $5,740.30 �1O Total $63,150 i3� (3JAkr 272 g5 — Nefrhirt4 t 3�Z?O ►Zb?Q� C or() Fro.t =13,15‘.7 �e'.¢s- Pew F,o.J 9707 AA/ - �,a 8i ): Z Z3° 5 - � 4? = I �ao F�4.„r : Z)7 X10 ,caw flw4 - 3 0 y76) rot-- G(gobS° toy= ,%,�' • l Z� z� 5/2/2017 Project Name WPO file number: wpo20 OAKLEIGH plans dated 23 February 2017-Mic'&s Cat# Stormwater Management Plan Bond Estimate Item Item NQ Unit Unit Cost Cost Number )installed) permanent diversion or ditch 0 ft $13.00 $0.00 standard manhole frame top(not inlet) 3 ea $500.00 $1,500.00 drop inlet or grate r:0 ea $3,500.00 5000 manhole structure(per ft.nse) ,. 18 ft $450.00 $8,100.00 pipe,rcp,corp(15 to 48') 15.0 in d 0 ES-1,2EC-1 220.0 ft $35.00 $7,700.00 aggregate base or drainage stone 48.0 in d 125.0 ft L R W 140.0 ton 535.00 $4,900.00 asphalt surface 2.0 In d 125.0 ft L IS 9W 9.2 tons $120.00 $1,102.50 curb CG-2 30,0 ft $13.00 $390.00 earthwork for trap/basin height of darn at toe 0 ft cut at high side 0 ft height of fill al face 0 ft cut at face 0 ft length of dam 0 ft length of cut 0 ft top width i; 0 ft width of cut 0 fl 1-sition; msition (total width of dam) 0 ft (total width of cut) 0 ft (height below transiton 0 ft (depth below transitiol 0 ft (area below transition) 0 sf (area above transition 0 st (total fill volume) 0.0 cy (total fill volume) 0.0 cy length of spillway R (TOAL CY esemale) 0 cy $13.00 $0.00 width of spillway ft 'spillway stone tons) 0 tons $50.00 $0.00 structures for basin nser height lie user diameter $000 $0.D0 barrel length ft base plate or fdn 111.11 $200.00 $0 barrel diameter in $0.00 $0.00 barrel collars $200.00 $0 baffle length .R $50.00 $0 trees 0 ea $275.00 $0.00 shrubs0 ea $50.00 $0.00 seedlings >0 ea $5.00 $0.00 underdrain(LF) ',:0 ft $5.00 $0.00 biofilter soil ma(CY) 0 cy $45.00 $0.00 trash rack/anti vortex devices :0 ft 51.500.00 $0.00 maintenance access road(LF) 0 ft $50.00 $0.00 np-rep,placed depth ,,.:,Q 0 length 0.0 ft width 04 pons) 0 $60.00 $000 survey and layout(once per 0.1 mi.) acres b basins 1 $50000 mobilization $2,500.00 as-built drawings(per facility) 1111 lea 52,000.00 $2,000.00 materials testing(per facility) 0 ea $2,000.00 $0.00 compaction testing(per dam) 0 ea $3,000.00 $0.00 manufactured facilities(attach manufacturers or contractors price as a base) $82,156.53 Installation $62,158.53 cost sum $193,005.56 contingency $19,300.56. Total $212,310 5/1/2017 Project Name WPOile iCypx,..„6 '2 file number:WPO20 OAKLEIGH plans dated 2017 February 23 QIa ?� Erosion and Sediment Control Bond Estimate Item Item No, nit Unit CostCost Number installed stablizafion(PS,TS) es i�� $11,500.00 sal fence(SF) $6,185.00 e........e........safety fence(SAF) �.. ft $2,180.00 Ai diversion(DD,FD,RPD) ft $0 00 temporary slope drain(TSD) pipe le 0 n coo diameter 0 er 4 $0.00 earthwork for trap/basin height of dam at toe Dh cut al high side 0 ft Z height of fill at face length of dam On cut at Oft 0 ft length of cot 0 tt too width 0 ft width of Oct 0 ft length of spillway 0 ft $13.00 $3,367.00 width of spillway 0 ft $50.00 $0.00 r� structures for basin ./` neer height 10 barrel rdlength 48 $1,500,$0 barrel ledarrre 0 h base plate or fdn 0 $200.00 00Bartel diameter D in $p00 barrel collars 0 $200.00 $00aflle length 0 ft ... . fj141';frfflis‘1414L'l standard manhole frame top(not iMet) 4 each $2,000.00 manhole structure(per ft.nse) 24 ft $10,800.00 pipe,rep,erne(15 to 48") 15.0 in d 0 ES-1,2 0 EC-1 590.0 ft $20,650.00 silt fence inlet protection(IP) • $0.00 r, ,,j/i. 4� 1 ,. IP 15 $3,000.00 , 4e tor` outlet protectio. •• .i ,'.I 4 ft $2 160.0. �/T c annel(SCC,matted) length width . $0.00 111P s check dam depth in channel ±* fl channel width 0 ft 0 $0.00 construction entrance(CE) 0 $000 wash rack 0 50,00 paved construction entrance 0 $b00 hp-rap,placed depth ®ft length 0.0 ft width $0.00 survey and layout(pace per 0.1 mi.) acres ® traps and basins 1 $500.00 mobilization $250000 stream crossing(computed independently) saw coat sum $66,322.00 contingency $6,632.20 Total $72,960 log,4,4 ial; f Ai , ! boe. -74--/92go ... -7-y� � 9a 5/1/2017 OAKLEIGH WPO file number: wpo20 OAKLEIGH plans dated 2017 February 23 BLAK ' /`'w.x_e Stormwater Management Plan Bond Estimate Item Item No,Vitt nit Cost Cost Number (installed) permanent diversion or ditch 0 ft $13.00 $0.00 standard manhole frame top(not inlet) 0 ea $500.00 $0.00 drop inlet or grate 0 ea $3,500.00 $0.00 manhole structure(per ft.rise) 34 ft $450.00 $15,300.00 pipe,rep,crop(15 to 48") 15.0 in d 0 ES-1,2 0 EC-1 0.0 ft $35.00 $0.00 aggregate base or drainage stone 0.0 in d 0.0 it L ., 0.0 ft W ton $35.00 $16,135.00 earthwork for trap/basin height of dam at toe '.0 ft cut at high side R height of fill at face 'ft cut at face ft length of dam ft length of cut 0 ft top width ft width of cut 0 ft tarea aoove transition 0 sf tee-ea below transition (total width of dam) 0 ft (total width of cut) 0 ft (height below transaio 0 ft (depth below transitio 0 ft (area below transition 0 sf (area above transitior 0 sf 0.0 cy (total fill volume) 0.0 cy length of spillway ft (TOAL CY estimate) 0 cy $13.00 $0.00 width of spillway III. (spillway stone tons) 0 tons $50.00 $0.00 structures for basin riser height ft riser diameter in $0.00 $000 barrel length ft base plate orfdn ME $200.00 $0 barrel diameter in i $0.00 $0.00 barrel collars $200.00 $0 baffle length IIIIft $50.00 $0 trees ea $275.00 $825.00 shrubs ea $50.00 $1,600.00 seedlings ea $5.00 $45.00 /�r 111��a underdrain(LF) $5.00 $0.00 A/y/iJt biofiller soil mix(CY) 0,1". I`/c/� trash rack/anti vortex devices `�;� 4'^ - maintenance access road LF $1,$50.00 $1,5$0.00 'I/I�./vim_ ( ) � $50.00 $0.00 hp-rap,placed depth 0 ft length 0.0 ft width 0.0 (tons) 0 $60.00 $0.00 survey and layout(price per 0.1 mi.) acres 0 basins 1 $50000 mobilization $2,500.00 as-built drawings(per facility) 1 ea $2,000.00 $2,000.00 materials testing(per facility) 0 ea $2,000.00 $0.00 compaction testing(per dam) 0 ea $3,000.00 $0.00 manufactured facilities(attach manufacturer's or contractor's price as a base) $53,385.20 installation $22,136.40 cost sum $129,291.60 contingency $12,929.16 Total $142,230 5/2/2017 d ? �. 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