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Home My WebLink AboutWPO201400086 Bond Estimates 2015-09-08 Justin Deel From: Justin Deel Sent: Tuesday, September 08, 2015 10:16 AM To: Ana Kilmer Subject: WP0201400086 E&SC/SWM Bond Estimates Attachments: WP0201400086 ESC Bond.xlsx; WP0201400086 SWM Bond.xlsx Ana, Please see attached bond estimates for Foothill Crossing Phases IV&V(WP0201400086) Thank you, Justin Justin Deel Department of Community Development County of Albemarle,Virginia 434.296.5832 ext. 3565 1 Project Name: Foothill Crossing Phase IV&V WPO file number:WP0201400086 Erosion and Sediment Control Bond Estimate Item 110_-n Ng,Uojl Unit Cost Cost Number (installed) atabhzation(PS,TS) 20.87 acres - $10835000 silt fence(SF) 3240 ft $16,200.00 tree protection 5040 ft $25,200.00 diversion(DD,FD,RWD) 2520 ft • $32,760.00 temporary slope drains pipe length 0 ft pipe diameter 0 in 0 $0.00 earthwork for trap/basin height of dam at toe 5.5 ft cut at high side 11.5 ft height of fill at face 5.5 ft cut at face 4 ft SB-1 length of dam 93 ft length of cut 93 ft top width 10 ft width of cut 80 ft length of spillway ft - . , $13.00 $33,605.00 width of spillway ft $50.00 $0.00 structures for basin riser height 5$ riser diameter 24 in $250.00 barrel length 37 ft base plate or fdn 1 $200.00 $200 barrel diameter 18 in • • $1,480.00 barrel collars 1 $200.00 $200 baffle length 120 ft $50.00 $6,000 earthwork for trap/basin height of dam at toe ft cut at high aide ft height of fill at face ft cut at face ft length of dam ft length of cut ft SB-2 top width ft width of cut ft existing basin , conversion to wet pond 2 and cleanout will be bonded with SWM. - ' length of spillway ft .. $13.00 $0.00 width of spillway ft • , .• . $50.00 $0.00 structures for basin riser height ft neer diameter in . . $0.00 barrel length ft base plate or fdn 0 $200.00 $0 barrel diameter in $0.00 barrel collars 0 $200.00 $0 baffle length ft $50 00 $0 earthwork for trap/basin height of dam at toe 7 ft cut at high side 17 ft height of fill at face 7 ft cut at face 7 ft length of dam 130 ft length of cut 130 ft top width 10 ft width of cut 50 ft SB-3 .. length of spillway ft $13.00 $55,952.00 width of spillway ft .. . $50.00 $0.00 structures for basin nser height 7 ft riser diameter 24 in . - ' '• $350.00 barrel length 86 ft base plate or fdn 1 $200.00 $200 barrel diameter 18 in - - . $3,440.00 barrel collars 1 $200 00 $200 baffle length 115 ft $50.00 $5,750 earthwork for trap/basin height of dam at toe 8 ft cut at high side 10 ft height of fill at face 6 ft cut at face 2 ft length of dam 100 ft length of cut 80 ft top width 4 ft width of cut 20 ft ST-1 ., . .n 9/8/2015 Project Name: Foothill Crossing Phase IV&V WPO file number:WP0201400086 Erosion and Sediment Control Bond Estimate Item lien NUnit Unit Cost Cost Number (installed) length of spillway 20 ft $13.00 $6,747.00 width of spillway 15 ft , . $50.00 $865.00 structures for basin neer height ft riser diameter in $0.00 barrel length ft base plate or fdn 0 $200.00 $0 barrel diameter in $0.00 barrel collars 0 $200.00 $0 baffle length - 0 ft $50.00 $0 earthwork for trap/basin height of dam at toe 8 ft cut at high side 8 ft height of fill at face 8 ft cut at face 8 ft length of dam 40 ft length of cut 40 ft top width 4 ft width of cut 40 ft ST-2 ,. .. length of spillway 20 ft $13.00 $6,630 00 width of spillway 15 ft ..... •. $50.00 $865.00 structures for basin riser height Cr ft riser diameter 0 in $0.00 barrel length 0 ft base plate or fdn 0 $200.00 $0 barrel diameter 0 in . • ... $0.00 barrel collars 0 $200.00 $0 baffle length 0 ft $50.00 $0 silt fence inlet protection(IP) $0.00 stone inlet protection(IP) 17 .. $3,400.00 outlet protection(OP) length 330 ft width 10 ft 1 $14,850.00 channel(SCC,matted) length ft width ft $0.00 check dam depth in channel ft channel width ft $0.00 construction entrance(CE) .: $0.00 wash rack 1 ' $2,000.00 paved construction entrance 1 $3,500.00 rip-rap,placed(OP and stone weir forebay)depth 2.5 ft length 73 ft width 6 . .. $3,777.75 survey and layout(pnce per 0.1 mi.) acres 20.87 traps and basins 5 $12,835.00 mobilization $500.00 stream crossing(computed independently) $0.00 cost sum $341,108.75 prof mgmt $51,166.01 contingency $39,227.28 Total $431,510 9/8/2015 * %Nile "..ese Project Name: Foothill Crossing Phase IV&V WPO file number:WP0201400086 Stormwater Management Plan Bond Estimate Item Item Q.tinit Unit Cost Cost Number (installed) permanent diversion mach 700 ft $13.00 $9,100.00 standard manhole frame top(not inlet) ea $500.00 $0.00 to be drop inlet or grate as $3,500.00 $0.00 bonded manhole structure(per ft.rise) ft $450.00 $0.00 wiroadpian pipe,rap,cam(15 to481 15 in d ES-1.2 EC-1 it $35.00 $0.00 aggregate base or drainage stone 0.0 in d 0.0 ft L 0.0 ft W 0.0 ton $35.00 $0.00 hefghtof dam at toe 09 out at high side Oft height of fill at face 0 ft cut at face 0 ft terigthof dam Oft length of cut 0 ft top width 0 ft width of cut 0 ft (area above transition; 0 at (area below transition 0 sf (height below trans** Oft (depth below termitic:0 0 ft (total till volume) 0 cy (total fill volume) 0 cy length of spillway 0 ft . $13.00 $0.00 , width of spillway 0 ft (spillway stonetons) 0 tons $50.00 $0.00 structures for basin riser height 0 ft " deer diameter 0 in $0.00 barrel length 0 ft base plate or fdn 0 $200.00 $0.00 barrel diameter , $0.00 0 barrel collars $200.00 $0.00 baffle length 0 ft $50.00 $0 facility alfit*V,:':f0,APP!::T[^4,.F0',.: 8808 cy $13.00 $85.904.00 cleanout laltaitafittiaf43314?..g::.!:i'-:-, 3488 $13.00 $45,344.00 trees 0 as $150.00 $0.00 shrubs 0 ea $50.00 $0.00 seedlings 2500 as $5.00 $12,500.00 underdrain(V) 0 ft $5.00 $0.00 biofitter soil mix(CY) 0 cy $38.00 $0.00 trash rack?'anti vortex devices 0 ft $1,500.00 $0.00 maintenance access road(LF) SOO ft $50.00 $30,000.00 14414~taiptaca it tillialt aaabity depth 2 ft length 100 ft width 10,0 (tons) 150 $80.00 $9,000.00 survey and layout(prim per 0.1 mi.) wee 20.87 basins 2 $11,335.00 mobilization $500.00 as-butt drawings(per faclfity) 2 ea $2,000.00 $4,000.00 materials testing(per facility) 2 as $2,000.00 $4,000.00 compaction testing(per dam) 2 ea $5,000.00 $10,000.00 manufactured facilities(attach manufacturer's or contractor's price awe base) $0.00 cost sum $221,883.00 proj mgmt $33,252.45 contingency $25,493.55 Total $280,430 9/8/2015