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WPO201300005 Bond Estimates 2013-01-23
Kings Grant WPO file number: WPO201300005 Erosion and Sediment Control Bond Estimate Item Item No.Unit Unit Cost Cost Number (installed) stablization (PS, TS)5.0 acres $5,000.00 $25,000.00 silt fence (SF)2500.0 ft $5.00 $12,500.00 safety fence (SAF)0.0 ft $5.00 $0.00 diversion (DD, FD, RWD)540 ft $13.00 $7,020.00 1 temporary sediment basin (SB) height of dam at toe 24 ft cut at dam 0 ft height of dam at face 7 ft cut at high side 6 ft length of dam 200 ft length of cut 50 ft top width 10 ft width of cut 150 ft (comp. fill vol)11022.2 cy (cut vol)900.0 cy $13.00 length of spillway 130 ft (cy est)11322.2 width of spillway 10 ft (spillway stone tons)195 $50.00 $156,938.89 riser height 0 ft riser diameter 0 in (riser unit price)$0.00 barrel length 80 ft (price of base)$200 barrel diameter 15 in (barrel unit price)$35.00 barrel collars 2 baffle length 5 ft $3,500.00 2 temporary sediment basin (SB) height of dam at toe 27 ft cut at dam 0 ft height of dam at face 15 ft cut at high side 0 ft length of dam 180 ft length of cut 0 ft top width 24 ft width of cut 0 ft (comp. fill vol)18900.0 cy (cut vol)0.0 cy $13.00 length of spillway 130 ft (cy est)18900.0 width of spillway 10 ft (spillway stone tons)195 $50.00 $255,450.00 riser height 0 ft riser diameter 0 in (riser unit price)$0.00 barrel length 120 ft (price of base)$200 barrel diameter 15 in (barrel unit price)$35.00 barrel collars 3 baffle length 20 ft $5,400.00 3 temporary sediment basin (SB) height of dam at toe 12 ft cut at dam 0 ft height of dam at face 8 ft cut at high side 0 ft length of dam 60 ft length of cut 0 ft top width 24 ft width of cut 0 ft (comp. fill vol)1688.9 cy (cut vol)0.0 cy $13.00 length of spillway 0 ft (cy est)1688.9 width of spillway 0 ft (spillway stone tons)0 $50.00 $21,955.56 riser height 6 ft riser diameter 60 in (riser unit price)$0.00 barrel length 16 ft (price of base)$200 barrel diameter 36 in (barrel unit price)$70.00 barrel collars 2 baffle length 15 ft $2,020.00 silt fence inlet protection (IP)0 $100.00 $0.00 stone inlet protection (IP)0 $200.00 $0.00 outlet protection (OP)length 15 ft width 10 ft 1 $675.00 $675.00 channel (SCC, matted)length 0 ft width 10 ft $0.00 check dam depth in channel 0 ft channel width 10 ft 1 $0.00 $0.00 construction entrance (CE)1 $2,000.00 $2,000.00 wash rack $2,000.00 paved construction entrance 1 $3,500.00 $3,500.00 rip-rap, placed depth 2 ft length 1.0 ft width 1.0 (tons)0.15 $60.00 $9.00 survey and layout (price per 0.1 mi.)acres 1 traps and basins 2 $1,500.00 mobilization $500.00 stream crossing (computed independently) cost sum $497,968.44 proj mgmt $74,695.27 contingency $57,266.37 Total $629,940 4/17/2013 EE : i l U Only �N ry� 3Fee Paid.4w Intake: Forward to Ma nagement Analyst c�Rcttil� BOND ESTIMATE REQUEST APPROVED PROJECT PLAN TITLE: (Title on the approve plan from which the estimate will be prepared.) Kl S GP./k-NT" D4M s Wro .2013 0 o©o S 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. ,41/1* TAX MAPs/PARCELs: Z K L, M OWNER'S NAME:f}-1 E LUzQ 31=T4./ dll,ENt 1kEVOC.,48 E TTZU s T-- SIGNATURE: LL?1J1 ,�____ date: py-/7 /3 TAX MAPs/PARCELs: OWNER'S NA' : 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: The requested estimates are; R Erosion&Sediment Control per Water Protection Ordinance section 17-207 ❑ Stormwater Management per Water Protection Ordinance section 17-306 ❑ Subdivision(roads,drainage, etc.)per Subdivision Ordinance section 14-435; &Water& Sewer per Subdivision Ordinance section 14-435; $250 fee required The estimate must be sent to the owner. Please provide contact information. EMAIL: ST-eJ-e_. vllelto(Sovt(g) WO'Per 01 es rJ'Olcp . cc OR REGULAR MAIL ADDRESS: _i-1 E (-`jA PLE �t C/20 O(° Pa BOX 29D, rvy ✓� ZzgW 5 Revised 11/1/2011