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Home My WebLink AboutWPO201400074 Bond Estimates Bond Estimate 2015-01-28Project Name: Riverside Village WPO file number: wpo201400074 Stormwater Management Plan Bond Estimate Item Item No. Unit Unit 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 2 ea $3,500.00 $7,000.00 manhole structure (per ft. rise) 18 ft $450.00 $8,100.00 pipe, rcp, cmp (15 to 48 ") 0.0 in d 0 ES -1,2 0 EC -1 100.0 ft $0.00 $0.00 aggregate base or drainage stone 12.0 in d 100.0 ft L 30.0 ft W 210.0 ton $35.00 $7,350.00 earthwork for trap /basin height of dam at toe 0 ft cut at high side 0 ft height of fill at face 0 ft cut at face 0 ft length of dam 0 ft length of cut 0 ft top width 0 ft width of cut 0 ft (area above transition 0 sf (area below transition 0 sf (total width of dam) 0 ft (total width of cut) 0 ft (height below transitioi 0 ft (depth below transitio 0 ft (area below transition) 0 sf (area above transitior 0 sf (total fill volume) (total fill volume) 0.0 cy length of spillway 0 ft (TOAL CY estimate) 0 cy $13.00 $0.00 width of spillway 0 ft (spillway stone tons) 0 tons $50.00 $0.00 structures for basin riser height 0 ft riser diameter 0 in (riser unit price) $0.00 $0.00 barrel length 0 ft base plate or fdn 0 $200.00 $0 barrel diameter 0 in (barrel unit price) $0.00 $0.00 barrel collars 0 $200.00 $0 baffle length 0 ft $50.00 $0 Infiltration Tank D $560,000 Detention A46 barrel length 110 ft barrel diameter 72 in $500.00 $55,000 trees 7 ea $150.00 $1,050.00 shrubs 12 ea $50.00 $600.00 seedlings 0 ea $5.00 $0.00 underdrain (LF) 75 ft $5.00 $375.00 biofilter soil mix (CY) 708 cy $38.00 $26,904.00 trash rack/ anti vortex devices 2 ft $1,500.00 $3,000.00 maintenance access road (LF) 0 ft $50.00 $0.00 rip -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 12 basins 3 $7,500.00 mobilization $500.00 as -built drawings (per facility) 3 as $2,000.00 $6,000.00 materials testing (per facility) 3 as $2,000.00 $6,000.00 compaction testing (per dam) 3 as $5,000.00 $15,000.00 manufactured facilities (attach manufacturer's or contractor's price as a base) $0.00 1/28/2015 Project Name: Riverside Village WPO file number: wpo201400074 Stormwater Management Plan Bond Estimate Item Item Number No. Unit Unit Cost Cost (installed) cost sum $704,379.00 proj mgmt $105,656.85 contingency $81,003.59 Total $891,040 1/28/2015 Project Name: Riverside Village WPO file number: WP0201400074 Erosion and Sediment Control Bond Estimate Item Item Number stal lization (PS, TS) all fence (SF) safety fence(SAF) diversion (DD, FD, RW D) temporary slope drain (TSD) earthwork for trap /basin structures for basin earthwork for trap /basin sift fence inlet protection (IP) stone inlet protection (IP) outlet protection (OP) channel (SCC, matted) check dam construction entrance (CE) wash rack awed construction entrance pipe length height of dam at toe height of fill at face length of dam lap width (area above transition) (total width of dam) (height below transition (area below transition) (total fill volume) length of spillway width of spillway riser height riser diameter barrel length barrel diameter height of dam at ice height of fill at face length of dam lap width (area above transition) (total width of tlam) (height below transition) (area below transition) (total fill volume) length of spillway width of spillway riser height riser diameter barrel length barrel diameter length length depth in channel rip-rap, placed depth width survey and layout (price par 0.1 mi.) acres mobilization stream crossing (computed independently) 0 ft pipe diameter 0 in 8 ft cut at high side 14 ft 8 ft cut at face 6 ft 80 it length of cut 50 ft 8 ft width of cut 50 ft 192 at (area below transition) 372 sf 16 ft (total width of cut) 90 ft 0 ft (depth below lransilior 8 ft 0 sf (area above transition) 296 sf 51 cy (total fill volume) 1237.0 cy 55 ft (TOAL CV estimate) 1427 cy 8 ft (spillway stone tons) 253 tans 3.4 ft $2,000.00 $0.00 30 in (ris unit price) $6500 47 ft base plate or fdn 1 24 in (barrel unit price) $50.00 barrel collars 1 baffle length 120 ft 6.6 ft cut at high all 7 ft 5.6 ft cut at face 3 ft 50 ft length of cut 120 ft 8 ft width of mt 40 ft 107.52 at (area below transition) 138 at 13.2 ft (total width of cut) 60 ft 1 ft (depth below lransilior 4 ft 5.6 at (area above transition) 104 at 209.5 cy (total fill volume) 1075.6 cy 60 ft (TOAL CV estimate) 1145 cy 8 ft (spillway stone tons) 27.6 tons 2.5 ft 30 in (riser unit price) $65.00 41 ft base plate or fdn 1 24 in (barrel unit price) $50.00 barrel collars 1 baffle length 140 ft 30 it width 10 ft 260 it width 20 ft 0 it channel width 0 ft 0 it length 0 ft 0 (tons) 0 tans 12 traps and basins 2 No. Unit Unit Cost cost (installed) 12.11 acres $5,000.00 $60,550.00 1800 ft $5.00 $9,000.00 960 ft $5.00 $4,800.00 1350 ft $13.00 $17,550.00 $0.00 $0.00 $13.00 $18,551.00 $50.00 $1,265.00 $221.00 $200.00 $200 $2,350.00 $200.00 $200 $50.00 $6,000 112 812 01 5 $13.00 $14,885.00 $50.00 $1,380.00 $162.50 $200.00 $200 $2,050.00 $200.00 $200 $50.00 $7,000 0 $100.00 $0.00 21 $200.00 $4,200.00 2 $1,350.00 $2,700.00 $6,760.00 0 $0.00 $0.00 0 $2,000.00 $0.00 1 $2,000.00 $2,000.00 1 $3,500.00 $3,500.00 $60.00 $0.00 $7,000.00 $500.00 $0.00 cost sum $173,224.50 proj mgmt $25,983.68 contingency $19,920.82 Total $219,130 112 812 01 5 . q-c.,.gils 7 ,._, F Internal Use Only ''r.r Date Received: t I Z3)l Fee Paid: Sp0.O O A p° 14,., ,„ t ..,(., ,c Received by: p 2 � ,i i I .,, �, Intake: Forward to Management Analyst ti 17 r11P REQUEST TO ESTABLISH A BOND APPROVED PLAN# \J J C) 20 I y 00 07 L PROJECT NAME: ` ,l V E11,5 1 9 E V l L L AAG E (As listed on the approved plan) All parcels in the project,including any off-site work if easements are not provided, and current owners. Use a separate sheet if more owners are required. Owner and tax map information must be correct,and plans must be approved prior to bond estimates being prepared. l TAX MAPs/PARCELs: 7$- 5% OWNER'S NAME: H I V l.5 I D E Vit_t.AGIE PR.01EiKl 1ES 3 Inc SIGNATURE-vi/011r! date: I AVIS TAX MAPs/PARCELs: OWNER' • . SIGNATURE: date: TAX MAPs/PARCELs: OWNER'S NAME: SIGNATURE: date: TAX MAPs/PARCELs: OWNER'S NAME: SIGNATURE: date: TAX MAPs/PARCELs: OWNER'S NAME: SIGNATURE: date: NOTE: If ownership of the property is in the name of any type of legal entity or organization including,but not limited to the name of corporation,partnership,limited liability company, trust,association, etc., documents acceptable to the County must be submitted certifying that the person signing above has the authority to do so. The requested estimates are; ❑ VESCP Erosion&Sediment Control per Water Protection Ordinance section 17-207; $0 fee VVSMP Erosion and Sediment Control, Stormwater Management and Mitigation per Water Protection Ordinance section 17-208;$250 fee required E' Subdivision(roads,drainage,etc.)per Subdivision Ordinance section 14-435; &Water& Sewer per Subdivision Ordinance section 14-435;$250 fee required A bond estimate will be prepared by the plan reviewer. The estimate must be sent to the owner. Please provide contact information. LL EMAIL: C L)r►/_DIyk c."f) . C O n•-■ OR REGULAR MAIL ADDRESS: ? o,p &`-,./,,0.- Si , S,,M p (L,/0 Aks v:11,, 4 4 229 02. Revised 6/20/2014 o r; 4 �` eL