Loading...
HomeMy WebLinkAboutWPO201500004 Bond Estimates 2015-07-28Charlottesville Catholic School - VSMP Application, WPO- 2015 -04 WPO file number: 2015 -00004 Stormwater Management Plan Bond Estimate BASIN - Bioretention Item Item Unit Unit Cost Cost Number Total $75,740 installed 1 permanent diversion or ditch (bball court, grass) ft $13.00 2 matting, EC -2 or 3 0.0 sy 0.0 ft L $0.00 earthwork for trap /basin 3 Oft height of dam at toe 0 ft cut at high side 4 Oft height of fill at face 0 ft cut at face 5 Oft length of dam 0 ft length of cut 6 0 sf top width 0 ft width of cut 7 Oft (area above transition) 0 sf (area below transition 8 Oft (total width of dam) 0 ft (total width of cut) 9 0 sf (height below transitior 0 ft (depth below transitioi 10 40'y (area below transition) 0 sf (area above transition 11 'volume analysis performed in Civil3D (total fill volume) 196.5 cy (total cut volume) 12 0 tons length of spillway 0 ft (TOAL CY estimate) 13 width of spillway 0 ft (spillway stone tons) 14 trees 12 ea $50.00 15 shrubs 0 ea $5.00 16 seedlings 216 ft $5.00 17 underdrain (LF) 211 cy $38.00 18 biofilter soil mix (CY) 0 ft $1,500.00 19 trash rack/ anti vortex devices 398 ft $50.00 20 maintenance access road (LF) 21 rip -rap, placed depth 0 ft length 22 52.0 ft width 0.0 (tons) 23 gravel /pea gravel (biofitter /jea) depth 1.25 ft length 24 1 width 38.0 (tons) 23 survey and layout (price per 0.1 mi.) acres 0.22 basins 24 mobilization 1 ea $2,000.00 25 as -built drawings (per facility) 1 ea $2,000.00 26 materials testing (per facility) 1 ea $5,000.00 27 compaction testing (per dam) SWM_bond CCS_ A- Long _071615_072815ja_WP0201500004 cost sum No. Unit Unit Cost Cost $6,884.91 Total $75,740 installed 125 ft $13.00 $1,625.00 0.0 ft W 0.0 sy $2.00 $0.00 Oft Oft Oft Oft 0 sf Oft Oft 0 sf 40'y 202 cy $13.00 $2,626.00 0 tons $50.00 $0.00 4 ea $150.00 $600.00 12 ea $50.00 $600.00 0 ea $5.00 $0.00 216 ft $5.00 $1,080.00 211 cy $38.00 $8,018.00 0 ft $1,500.00 $0.00 398 ft $50.00 $19,900.00 0.0 ft 177.975 $60.00 $10,678.50 52.0 ft 185.25 $25.00 $4,631.25 1 $610.00 $500.00 1 ea $2,000.00 $2,000.00 1 ea $2,000.00 $2,000.00 1 ea $5,000.00 $5,000.00 cost sum $59,868.75 proj mgmt $8,980.31 contingency $6,884.91 Total $75,740 7/28/2015 7/28/2015 Charlottesville Catholic School - VSMP Application, WPO- 2015 -04 WPO file number: 2015 -00004 Erosion and Sediment Control Bond Estimate Item Item Number 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 stablization (PS, TS) tree protection silt fence (SF) safety fence (SAF) diversion (DD, FD, RWD) temporary slope drain (TSD) earthwork for trap (1) earthwork for trap /basin (trap #1) structures for basin (trap, n /a) silt fence inlet protection (IP) stone inlet protection (IP) pipe length height of dam at toe height of fill at face length of dam top 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 outlet protection (OP)' length channel (SCC, matted) length check dam depth in channel construction entrance (CE) cut at face wash rack 80 ft paved construction entrance 150 ft rip -rap, placed depth 65 ft width survey and layout (price per 0.1 mi.) acres mobilization stream crossing (computed independently) * -per A.Long stone qty: ads email - 7/16/2015 10:38 AM stone (13.1 cy) $: tons x $25.00 /ton ESC-bond CCS_ A- Long _071615_072815ja_WP0201500004 0 ct. 0 ft pipe diameter 0 in 6.5 ft cut at high side 5.4 ft 4 ft cut at face 1 ft 80 ft length of cut 150 ft 10 ft width of cut 65 ft 72 sf (area below transition 67 sf 13 ft (total width of cut) 77.8 ft 2.5 ft (depth below transitio 4.4 ft 10 sf (area above transitior 151.8 sf 243.0 cy (total fill volume) 1215.6 cy 33.5 ft (TOAL CY estimate) 1297 cy 12.4 ft (spillway stone tons) 23.9 tons ft $3,500.00 $3,500.00 in (riser unit price) $0.00 ft base plate orfdn J in (barrel unit price) $0.00 barrel collars $0.00 cost sum baffle length ft ft width ft 0 ft width 0 ft 0 ft channel width 0 ft 0 ft length 0 ft 0 (tons) 3.6 traps and basins 1 No. Unit Unit Cost Cost installed $0 3.6 acres $5,000.00 $18,000.00 1878 ft $5.00 $9,390.00 1902 ft $5.00 $9,510.00 0 ft $5.00 $0.00 268 ft $13.00 $3,484.00 $0.00 $0.00 $13.00 $16,861.00 $50.00 $1,195.00 7/28/2015 $0.00 $200.00 $0 $0.00 $200.00 $0 $50.00 $0 6 $100.00 $600.00 7 $200.00 $1,400.00 $0.00 $663.19 $0.00 0 $0.00 $0.00 $2,000.00 $0.00 1 $2,000.00 $2,000.00 1 $3,500.00 $3,500.00 $60.00 $0.00 $2,300.00 $500.00 $0.00 cost sum $69,403.19 proj mgmt $10,410.48 contingency $7,981.37 Total $87,800 7/28/2015