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Home My WebLink AboutBond Quantity WorksheetITE I MPROVEM ENT BON D CUANTITY WORKSHEET PROJECT INFORMATION Planning Division /1055 South Grady Way —6 th Floor /Renton,WA 98057 (425)430-7200 Rentoic (do EEl mu iMtV &EC()fl()IflIC Developme nt Date Prepared: Name: PE Registration No: Firm Name: Firm Address: Phone No. Email Address: Project Name: CED Plan #(LUA): CED Permit #(U): Site Address: Street Intersection: Parcel #(s): Abbreviated Legal Description: Project Owner: Phone: Address: Addt’l Project Owner: Phone: Address: I 11/10/2017 I Prepared by: Brian R.Kalab Project Phase’ 36499 Insight Engineering Company P.O.Box 1478,Everett,WA 98206 (425)303-9363 (all cost estimates must hav I PROJECTCLOSEOUT I brian@insightengineering.net Project Location and Description Legacy Renton 15002518 1300 Lake Washington Blvd N. Street Intersection 3344500007 HILLMANS LK WN GARDEN OF EDEN #5 SLY 160 FT OF NLY 235 FT OF 312 THRU 315 PLW NLY LN OF LOTS LESS CO RD LESS ST HWY #2A &51 HWYP1 Legacy Hospitality,Inc. (505)243-6000 6501 America’s Parkway NE,Suite 1050 Albuquerque,NM 87110 Clearing and Grading Clearing and grading greater than or equal to 5,000 board feet of timber? Yes/No:INO I Water Service Provided by:CITY OF RENTON lfYes,Provide Forest Practice Permit #:IN/A I Sewer Service Provided by:CITY OF RENTON Utility Providers 1 Select the current project status/phase from the following options: For Approval -Preliminary Data Enclosed,pending approval from the city; For Construction -Estimated Data Enclosed,Plans have been approved for contruction by the city; Project Closeout -Final costs and Quantities Enclosed for Project close-out Submittal Page 2 of 14 Rc’f X-H RnnH fl,infitv Wnrkcht Unit Prices Updated:06/14/2016 Version:04/26/2017 PrintpH 12/Th/2fl17SECTIONIPROJECTINFORMATION Unit Prices Updated:06/14/2016 Version:04/26/2017 Printed 12/15/2017 SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR EROSION &SEDIMENT CONTROL tttY)?CED Permit #:15002518 Unit —-.- No.Reference #Price Unit ESC-1 $6.50 CY ESC-2 SWDM5.4.6.3 $$0.00 Each ESC-3 $35.50 Each ESC-4 WSDOT9-03.9(3)$95.00 CY ESC-5 $9.00 CY...ESC-6 $2.00 CYESC-7 SWDM5.4.3.1 $1.50 LF .-ESC-8 $1.50 LF ESC-9 $2.50 SY ESC-1O $0.50 Each-ESC-11 SWDM 5.4.2.4 $0.80 SY ESC-12 $1.00 LF ESC-13 SWDM 5.4.2.2 $3.50 SY ESC-14 $1.75 LF.-“fl -----SWDM5.4.2.1 .“ SWDM 5.4.2.1 CostDescription Backfill &compaction-embankment Check dams,4”minus rock Catch Basin Protection Crushed surfacing 1 1/4’minus Ditching Excavation-bulk Fence,silt Fence,Temporary (NGPE) Geotextile Fabric Hay Bale Silt Trap Hydroseeding Interceptor Swale /Dike Jute Mesh Level Spreader Mulch,by hand,straw,3 deep Mulch,by machine,straw,2’deep Piping,temporary,CPP,6” Piping,temporary,CPP,8” Piping,temporary,CPP,12 Plastic covering,6mm thick,sandbagged Rip Rap,machine placed;slopes Rock Construction Entrance,50’x15’xl’ Rock Construction Entrance,100’x15’xl’ Sediment pond riser assembly Sediment trap,5’high berm Sed.trap,5’high,riprapped spillway berm section Seeding,by hand Sodding,1”deep,level ground Sodding,1”deep,sloped ground TESC Supervisor Water truck,dust control I5C-15 ESC-16 ESC-17 ESC-18 ESC-19 ESC-20 ESC-21 ESC-22 ESC-23 ESC-24 ESC-25 ESC-26 ESC-27 ESC-28 ESC-29 ESC-30 ESC-31 __________ (A) Quantity 2 30 150 500 500 500 100 1 ___________ 8 8 71.00 270.00 ZZ5.00 400.00 1,750.00 1,000.00 400.00 1,800.00 880.00 1,120.00 SWDM 5.4.2.3 WSDQT 9-13.1(2) SWDM 5.4.4.1 SWDM 5.4.4.1 SWDM5.4.5.2 SWDM 5.4.5.1 SWDM 5.4.5.1 SWDM 5.4.2.4 SWDM 5.4.2.5 SWUM 5.4.2.5 2.50 2.00 12.00 14.00 18.00 4.00 45.00 1,800.00 3,200.00 2,200.00 19.00 70.00 1.00 8.00 10.00 110.00 140.00 sy SY LF LF LF SY CY Each Each Each LF LF SY SY SY HR HRSWDMS.4.7 . UnitWRITE-IN-ITEMS Reference #Price Unit Quantity Cost Page3ofl4 EROSION/SEDIMENT SUBTOTAL: SALES TAX @ 10% EROSION/SEDIMENT TOTAL: 7,916.00 791.60 8,707.60 (A) Ref 8-H Bond Quantity Worksheet SECTION ll.a EROSION_CONTROL Page4of 14 Ref 8-H Bond Quantity Worksheet Unit Prices Updated:06/14/2016 Version:04/26/2017 Printed 12/15/2017 , SITE IMPROVEMENT BOND QUANTITY WORKSHEET .....•... FOR STREET AND SITE IMPROVEMENTS CED Permit #:15002518 %lSrEP ,z/iI 7 uartity Remaining Quantrt Existing Future Public Right-of-Way Improvements (Bond Reduction) (B)(C) _________ (E)Description I No.Unit Price Unit Quant.I Cost Quant.I Cost Quant.I Cost GENERAL ITEMS Backfill &Compaction-embankment Backfill &Compaction-trench _________________________________________________________________________________ Clear/Remove Brush,by hand (SY) ________________________________________________ Bollards -fixed ______________________________________________________________________________________ Bollards -removable ______________________________________________________________________________ Clearing/Grubbing/Tree Removal ________________________________________________ Excavation -bulk __________________________________________________________________________________ Excavation -Trench ______________________________________________________________________________________________ Fencing,cedar,6 high ___________________________________________________________________________________________ Cost Fencing,chain link,4’ Fencing,chain link,vinyl coated,6’high Fencing,chain link,gate,vinyl coated,20’ Fill &compact -common barrow Fill &compact -gravel base Fill &compact -screened topsoil Gabion,12”deep,stone filled mesh Gabion,18”deep,stone filled mesh Gabion,36”deep,stone filled mesh Grading,fine,by hand Grading,fine,with grader Monuments,3’Long Sensitive Areas Sign Sodding,1”deep,sloped ground Surveying,line &grade Gl-1 $ Gl-2 $ Gl-3 $ Gl-4 $ Gl-5 $ Gl-6 $ Gl-7 $ Gl-8 $ Gt-9 $ GI-lO $ GI-li $ Gl-12 $ Gl-13 $ Gl-14 $ Gl-15 $ Gl-16 $ Gl-17 $ Gl-18 $ Gl-19 $ Gt-20 $ Gl-21 $ Gl-22 $ Gl-23 $ Gl-24 $ Gl-25 $ Gl-26 $ Gl-27 $ Gl-28 $ Gl-29 $ Gl-30 $ Gl-31 $ Gl-32 $ Gl-33 $ 6.00 9.00 1.00 240.74 452.34 10,000.00 2.00 5.00 20.00 38.31 20.00 1,400.00 25.00 27.00 39.00 65.00 90.00 150.00 2.50 2.00 250.00 7.00 8.00 850.00 1,800.00 28.50 120.00 8.00 9.00 12.00 5.00 55.00 15.00 CY CY SY Each Each Acre CY CY LF LF LF Each CY CY CY SY SY SY SY SY Each Each SY Day Acre CY HR SY SY SY LF SF SF 50 3000 100 48 450.00 6,000.00 250.00 5,760.00 350 37000 500 2 1.31 2000 Surveying,lot location/lines Topsoil Type A (imported) Traffic control crew (2 flaggers) Trail,4”chipped wood Trail,4”crushed cinder Trail,4”top course Conduit,2” Wall,retaining,concrete Wall.rockerv 3,150.00 74,000.00 1,250.00 1,700.00 2,358.00 110,000.00 SUBTOTAL THIS PAGE:I 12,460.00 (B)(C) I 192,458.00 I (D) F (E) SECTION II.b TRANSPORTATION 7,647.25 • _______________ (B)(C) ir I 7,500M0 • (D)(E) Page 5 of 14 Unit Prices Updated:06/14/2016 Version:04/26/2017 CED Permit #:15002518 SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR STREET AND SITE IMPROVEMENTS Existing Future Public Qanfity1Remaining Right-of-Way Improvements Improvements (Bond Reduction) (B)(C)(D)(E) Description I No.Unit Price Unit Quant.I Cost Quant.I Cost Quant.I Cost Quant.I Cost ROAD IMPROVEMENT/PAVEMENT/SURFACING AC Grinding,4’wide machine <l000sy Ri-i $30.00 SY AC Grinding,4’wide machine 1000-2000sy R2 S 16.00 SY AC Grinding,4’wide machine >2000sy R3 $10.00 SY AC Removal/Disposal R4 35.00 SY Barricade,Type Ill (Permanent )R5 56.00 LF Guard Rail R6 $30.00 LF Curb&Gutter,rolled rn-7 17.00 LF Curb &Gutter,vertical Rl-8 $12.50 LF 160 2,000.00 600 7,500.00 curb and Gutter,demolition and disposal -9 18.00 If Curb,extruded asphalt -10 $5.50 If Curb,extruded concrete R -11 $7.00 If awcut,asphalt,3”depth -12 $1.85 If $5 157.25 awcut,concrete,per 1”depth -13 $3.00 If ealant,asphalt -14 $2.00 If $5 170.00 houlder,gravel,4”thick -15 $15.00 SY dewalk,4”thick -16 $38.00 SY 140 5,320.00 dewalk,4”thick,demolition and disposal R -17 $32.00 SY dewalk,5”thick -18 $41.00 SY dewalk,5”thick,demolition and disposal -19 $40.00 SY gn,Handicap —-S $5.00 Each triping,perstall -21 $7.00 Each triping,thermoplastic,(for crosswalk )-22 $3.00 SF triping,4”reflectorized line -23 $0.50 If Additional 2.5”Crushed Surfacing -24 $3.60 SY MA 1/2”Overlay 1.5”-25 14.00 SY HMA 1/2”Overlay 2”-26 $1$.00 SY HMA Road,2”,4”rock,First 2500 SY -27 $2$.00 SY HMA Road,2”,4”rock,Qty.over 2500SY -2$$21.00 SY HMA Road,4”,6”rock,First 2500 SY -29 $45.00 SY HMA Road,4”,6”rock,Oty.over 2500 SY -30 $37.00 SY HMA Road,4”,4.5”ATB -31 $38.00 SY Gravel Road,4”rock,First 2500 SY 1-32 $15.00 SY Gravel Road,4”rock,Oty.over 2500 SY 1-33 $10.00 SY Thickened Edge 1-34 $$60 If SUBTOTALTHIS PAGE: Ref 8-H Bond Quantity Worksheet SECTION ll.b TRANSPORTATION Printed 12/15/2017 STREET AND SITE IMPROVEMENTS SUBTOTAL: SALES TAX @ 10% STREET AND SITE IMPROVEMENTS TOTAL: I 20,107.25 I 2,010.73 I 22,117.98 (B) I I r L I (C) I 206,843.00 I T 20,684.30 I I 227,527.30 I (D) [I I I F fE) Page 6o1 14 Ref 8-H Bond Quantity Worksheet Unit Prices Updated:06/14/2016 Version:04/26/2017 Printed 12/15/2017 CED Permit #:15002518 SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR STREET AND SITE IMPROVEMENTS I ‘ ‘: At’1tIiVj’i Existing Future Public Remaining Right-of-Way Improvements Improvements (Bond Reduction) (B)(C)fD)fE) Description I No.Unit Price Unit Quant.I Cost Quant.I Cost Quant.I Cost Quant.Cost PARKING LOT SURFACING No. 2 AC,2”top course rock &4”borrow PL-1 $21.00 SY 65 1,365.00 385 8,085.00 2”AC,1.5”top course &2.5”base course PL-2 $28.00 SY 4)’select borrow PL-3 $5.00 SY 1.5”top course rock &2.5”base course PL-4 $14.00 SY SUBTOTAL PARKING LOT SURFACING:I 1,365.00 J I I I 8,085.00 I(B)(C)(D)(E) LANDSCAPING&VEGETATION StreetTrees LA-i Median Landscaping LA-2 Right-of-Way Landscaping LA-3 Wetland Landscaping LA-4 SUBTOTALLANDSCAPING&VEGETATION:I I I I I I F(B)(C)(D)(E) TRAFFIC&LIGHTING Signs !&L —Street Light System (#of Poles)TR-2 Traffic Signal TR-3 Traffic Signal Modification TR-4 SUBTOTAL TRAFFIC &LIGHTING:I I I I I I I (B)(C)(D)(E) WRITE-tN-ITEMS PCCD Road 5”,no base,over 2500 SY $27.00 255 6,885.00 SUBTOTALWRITE-IN ITEMS:I I I I I 6,885.00]I I SECTION II.b TRANSPORTATION Page7ofl4 Ref 8-K Bond Quantity Worksheet Unit Prices Updated:06/14/2016 Version:04/26/2017 Printed 12/15/2017 CED Permit #:15002518 SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR DRAINAGE AND STORMWATER FACILITIES II )I ____________ I .Liproveme (Bond Reduction) —F :fD) ______ Quanfl Cost ..I .—.——Existing Future Public ‘‘“ Right-of-Way Improvements (B)(C) Description I No.Unit Price Unit Quant.j Cost Quant.Cost Cost Quant. DRAINAGE fCPE =Corrugated Polyethylene Pipe,N12 or Equivalent)For Culvert prices,Averageof 4 cover was assumed.Assume perforated PVC is same price as solid pipe.)sylAccessRoad,R/D D-1 $26.00 Iic include frame and lid) jive D-2 S 90.00 Each gh-curb Inlet Framework D-3 $400.00 Each 7pe D-4 $1,500.00 Each jtvne IL D-5 $1,750.00 Each Type II,48”diameter D-6 $2,300.00 Each for additional depth over 4’D-7 $480.00 FT CB Type II,54”diameter D-8 $2,500.00 Each for additional depth over 4’D-9 $495.00 FT CBType II,60’diameter D-10 $2,800.00 Each for additional depth over 4 D-11 $600.00 FT CB Type II,72”diameter D-12 $6,000.00 Each for additional depth over 4’D-13 $$50.00 FT CB Type II,96’diameter D-14 $14,000.00 Each for additional depth over 4’D-15 $925.00 FT 4 1 363 6,000.00 2,300.00 8,349.00 Trash Rack,12’D-16 S 350.00 Each Trash Rack,15 D-17 $410.00 Each Trash Rack,1$”D-1$$480.00 Each Trash Rack,21”D-19 $550.00 Each Cleanout,PVC,4”D-20 $150.00 Each Cleanout,PVC,6”D-21 $170.00 Each Cleanout,PVC,8’D-22 $200.00 Each Culvert,PVC,4”D-23 $10.00 LF Culvert,PVC,6’D-24 $13.00 LF Culvert,PVC,$“D-25 $15.00 LF Culvert,PVC,12”D-26 $23.00 LF Culvert,PVC,15’D-27 $35.00 LF Culvert,PVC,1$”D-2$$41.00 LF Culvert,PVC,24”D-29 $56.00 LF Culvert,PVC,30”D-30 $7$.00 LF Culvert,PVC,36”D-31 $130.00 LF Culvert,CMP,8”0-32 $19.00 LF Culvert,CMP,12”D-33 $29.00 LF 2 2 8 240 75 3,000.00 4,600.00 1,600.00 3,600.00 1,725.00 SUBTOTAL THIS PAGE:I 16,649.00 I I I I 14,525.00 I I (B)(C)(D)(E) SECTION lt.c DRAINAGE Page 80114 Ref 8-H Band Quantity Worksheet Unit Prices Updated:06/14/2016 Version:04/26/2017 Printed 12/15/2017 CED Permit #:15002518 SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR DRAINAGE AND STORMWATER FACILITIES ...1 f•J’;:—.-.Existing Future Public Right-of-Way Improvements (B)(C)Description I No.Unit Price Unit Quant.Cost Quant.Cost . 1 1 i..uantity emaining I —--Fmprovements ...-(Bond Reduction) 1 •(D) __________ (E)I Quant.I Quant.I -•r DRAINAGE (Continuedi Culvert,CMP,15 D-34 3500 LF Culvert,CMP,1$”D-35 $41.00 LF Culvert,CMP,24”D-36 $56.00 LF Culvert,CMP,301 D-37 $78.00 LF Culvert,CMP,36”D-38 $130.00 LF Culvert,CMP,48”D-39 $190.00 LF Culvert,CMP,60”D-40 $270.00 LF Culvert,CMP,72”D-41 $350.00 LF Culvert,Concrete,8”D-42 $42.00 LF Culvert,Concrete,12”D-43 $48.00 LF Culvert,Concrete,15”D-44 $78.00 LF Culvert,Concrete,1$”D-45 $48.00 LF Culvert,Concrete,24”D-46 $78.00 LF Culvert,Concrete,30”D-47 $125.00 LF Culvert,Concrete,36”D-48 $150.00 LF Culvert,Concrete,42’D-49 $175.00 LF Culvert,Concrete,48”D-50 $205.00 LF Culvert,CPE Triple Wall,6”D-51 $14.00 LF Culvert,CPE Triple Wall,8”D-52 $16.00 LF Culvert,CPE Triple Wall,12”D-53 $24.00 LF Culvert,CPE Triple Wall,15”D-54 $35.00 LF Culvert,CPE Triple Wall,18”D-55 $41.00 LF Culvert,CPE Triple Wall,24”D-56 $56.00 LF Culvert,CPE Triple Wall,30”D-57 $78.00 LF Culvert,CPE Triple Wall,36”D-58 $130.00 LF Culvert,LCPE,6”D-59 $60.00 LF Culvert,LCPE,8”D-60 $72.00 LF Culvert,LCPE,12”D-61 $84.00 LF Culvert,LCPE,15”D-62 $96.00 LF Culvert,LCPE,18”D-63 $108.00 LF Culvert,LCPE,24”D-64 $120.00 LF Culvert,LCPE,30”D-65 $132.00 LF Culvert,LCPE,36”D-66 $144.00 LF Culvert,LCPE,48”D-67 $156.00 LF Culvert,LCPE,54”D-68 $168.00 LF SUBTOTAL THIS PAGE:I I I I I I I(B)(C)(D)(E) SECTION Il.c DRAINAGE Page9ofl4 Ref 8-H Bond Quantity Worksheet Unit Prices Updated:06/14/2016 Version:04/26/2017 Printed 12/15/2017 CED Permit #:15002518 SITE I M PROVEM ENT BON D QUANTITY WORKSH EET FOR DRAINAGE AND STORMWATER FACILITIES Existing Future Public ‘P7’’4’Z Quantity Remaining Right-of-Way Improvements lmprovements ‘(Bond Reduction)(B)(c)(0)(E)Description I No.Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost DRAINAGE tCrrn+inii11 Culvert,LCPE,60”D-69 S 180.00 LE Culvert,LCPE,72”D-70 $192.00 LF Culvert,HDPE,6”D-71 $42.00 LF Culvert,HDPE,8”D-72 $42.00 LF Culvert,HDPE,12”D-73 $74.00 LF Culvert,HDPE,15”D-74 $106.00 LF Culvert,HDPE,18”D-75 $138.00 LF Culvert,HDPE,24”D-76 $221.00 LF Culvert,HDPE,30”D-77 $276.00 LF Culvert,HDPE,36”D-72 $331.00 LF Culvert,HDPE,48”D-79 $386.00 LF Culvert,HDPE,54”D-$0 $441.00 LF Culvert,HDPE,60”D-81 $496.00 LF Culvert,HDPE,72”D-82 $551.00 LF Pipe,Polypropylene,6”D-$3 $84.00 LF Pipe,Polypropylene,8”D-$4 $89.00 LF Pipe,Polypropylene,12’D-85 $95.00 LF Pipe,Polypropylene,15”D-86 $100.00 LF Pipe,Polypropylene,18”D-87 $106.00 LF Pipe,Polypropylene,24”D-88 $111.00 LF Pipe,Polypropylene,30”D-$9 $119.00 LF Pipe,Polypropylene,36”D-90 $154.00 LF Pipe,Polypropylene,48”D-91 $226.00 LF Pipe,Polypropylene,54”D-92 $332.00 LF Pipe,Polypropylene,60”D-93 $439.00 LF Pipe,Polypropylene,72”D-94 $545.00 LF Culvert,Dl,6”D-95 $61.00 LF Culvert,Dl,8”D-96 $84.00 LF 2$ Culvert,Dl,12”D-97 $106.00 LF Culvert,Dl,15”D-98 $129.00 LF Culvert,Dl,1$”D-99 $152.00 LF Culvert,Dl,24”D-100 $175.00 LF Culvert,Dl,30”D-101 $198.00 LF Culvert,Dl,36”D-102 $220.00 LF Culvert,Dl,4$”D-103 $243.00 LF Culvert,Dl,54”D-104 $266.00 LF Culvert,Dl,60”D-105 $2$9.OO LF Culvert,Dl,72”D-106 $311.00 LF 2,352.00 SUBTOTAL THIS PAGE:I 2,352.00 I I I I I I(B)(C)(D)(E) SECTION ll.c DRAINAGE wQ)I-wQ.ozcv,zwww>z:0I-u-Co‘-4Lfl00Lfl‘-4*Ea)0(JIwz0z0F-Uw‘I,wH-JUU-wH0HU,H0HDU, SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR DRAINAGE AND STORMWATER FACILITIES DRAINAGE AND STORMWATER FACILITIES SUBTOTAL:I 40,209.50 I I I 114,525.00 I I I SALES TAX @ 10%I 4,080.95 I I I I 11,45250 I I I DRAINAGE AND STORMWATER FACILITIES TOTAL:I 44,890.45 I (B)(C) I 125,977.50 I (D)(E) Page 11 of 14 Rpfg-F-RnnH fliiantitv Wnrkcht Unit Prices Updated:06/14/2016 Version:04/26/2017 PrintH 1 7/1 ci2ni 7 CED Permit #:15002518 Existing Future Public Private Quantity Remaining Right-of-Way Improvements Improvements (Bond Reduction) (B)(C))D)(E)Description I No.I Unit Price I Unit Quant.j Cost Quant.I Cost Quant.I Cost Quant.I Cost WRITE-IN-ITEMS (INCLUDE ON-SITE BMPj WI-’ WI-2 WI-3 WI-4 WI-5 WI-6 WI-7 WI-S WI-9 WI-lO WI-fl WI-12 WI-13 WI-14 WI-15 SUBTOTAL WRITE-IN ITEMS:I I I I I I I I SECTION II.c DRAINAGE CED Permit #:15002518 SITE I M PROVEM ENT BON D QUANTITY WORKSH EET FOR WATER SALES TAX @ 10% WATER TOTAL: I 870.00 I 9,570.00 B)C) I 225.00 I 2,475.00 (D)(E) Unit Prices Updated:06/14/2016 Version:04/26/2017 Printpd 1 2/1 V2n1 7 Existing Future Public Private Quantity Remaining Right-of-Way Improvements Improvements (Bond Reduction) (B)(C))D))E) Description No.Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost Connection to Existing Watermain W-1 $2,000.00 Each Ductile Iron Watermain,CL 52,4 Inch Diameter W-2 $50.00 LF 45 2,250.00 Ductile Iron Watermain,CL 52,6 Inch Diameter W-3 $56.00 LF Ductile Iron Watermain,CL 52,2 Inch Diameter W-4 $60.00 LF Ductile Iron Watermain,CL 52,10 Inch Diameter W-5 $70.00 LF Ductile Iron Watermain,CL 52,12 Inch Diameter W-6 $80.00 LF Gate Valve,4 inch Diameter W-7 $500.00 Each Gate Valve,6 inch Diameter W-8 $700.00 Each 1 700.00 Gate Valve,8 Inch Diameter W-9 $800.00 Each Gate Valve,10 Inch Diameter W-10 $1,000.00 Each Gate Valve,12 Inch Diameter W-11 $1,200.00 Each Fire Hydrant Assembly W-12 $4,000.00 Each Permanent Blow-Off Assembly W-13 $1,800.00 Each Air-Vac Assembly,2-Inch Diameter W-14 $2,000.00 Each Air-Vac Assembly,1-Inch Diameter W-15 $1,500.00 Each Compound Meter Assembly 3-inch Diameter W-16 $8,000.00 Each 1 8,000.00 Compound Meter Assembly 4-inch Diameter W-17 $9,000.00 Each Compound Meter Assembly 6-inch Diameter W-18 $10,000.00 Each Pressure Reducing Valve Station 8-inch to 10-inch W-19 $20,000.00 Each WATER SUBTOTAL:t 8,700.00 I I I I 2,250.00 f I I Page l2of 14 Rf R-H Rond fliintitv Wnrkcht SECTION II.d WATER I 6,000.ó&] SALES TAX @ 10%I 600.00 I I 6,600.00 I (B) I 13,839.54 I 1,383.95 I 15,223.49 (D) I H I I I I fE) Page 13 of 14 Ref 8-H Bond Quantity Worksheet Unit Prices Updated:06/14/2016 Version:04/26/2017 Printed 12/15/2017 CED Permit #:15002518 SITE I M PROVEM ENT BON D QUANTITY WORKSH EET FOR SANITARY SEWER Existing Future Public Private Quantity Remaining Right-of-Way Improvements Improvements (Bond Reduction) —(B)(C)fD)(E)Description No.Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost Clean Outs Sj $1,000.00 Each Grease Interceptor,500 gallon SS-2 $8,000.00 Each Grease Interceptor,1000 gallon SS-3 $10,000.00 Each Grease Interceptor,1500 gallon -4 $15,000.00 Each ide Sewer Pipe,PVC.4 Inch Diameter -5 $80.00 LF ide Sewer Pipe,PVC.6 Inch Diameter -6 $95.00 LF ewer Pipe,PVC,B inch Diameter -7 $105.00 LF ewer Pipe,PVC,12 Inch Diameter -8 $120.00 LF ewer Pipe,DI,8 inch Diameter -9 $115.00 LF ewer Pipe,DI,12 Inch Diameter -10 $130.00 LF Manhole,48 Inch Diameter -11 $6,000.00 Each 1 6,000.00 2 12,000.00Manhole,54 Inch Diameter SS-13 $6,500.00 Each Manhole,60 Inch Diameter 55-15 $7,500.00 Each Manhole,72 Inch Diameter SS47 $8,500.00 Each Manhole,96 Inch Diameter 55-19 $14,000.00 Each Pipe,C-900,12 Inch Diameter SS-21 $180.00 LF Outside Drop 55-24 $1,500.00 LS Inside Drop S_$1,000.00 Sewer Pipe,PVC,8 Inch Diameter 55-26 $13.33 138 1,839.54LiftStation(Entire System)s7 T SANITARY SEWER SUBTOTAL: SANITARY SEWER TOTAL: I I I I I I C) SECTION II.e SANITARY SEWER SITE IMPROVEMENT BOND QUANTITY WORKSHEET BOND CALCULATIONS ,Grady Way —6 th Floor /Renton,WA 98057 (425)430-7200 11/10/2017 Prepared by:Project Information 3344500007 (U)1$ Brian R.KalabName: PE Registration No: Firm Name: Firm Address: Phone No. Email Address: 36499 Insight Engineering Company P.O.Box 147$,Everett,WA 9$206 (425)303-9363 brian@insightengineering.net Site Restoration/Erosion Sediment Control Subtotal Existing Right-of-Way Improvements Subtotal Future Public Improvements Subtotal Stormwater &Drainage Facilities (Public &Private)Subtotal Band Reduction:Existing Right-of-Way Improvements (Quantity Band Reductian:Starmwater&Drainage Facilities (Quantity Remaining)2 CONSTRUCTION BOND (prior to permit issuance) (a)I S 8,707.60 I fb)38,287.98 IIs (d)Is (e) 170,867.95 I Is I (f)Is -I 1 Estimate Only -May involve multiple and variable components,which will be established on an individual basis by Development Engineering. 2 The city of Renton allows one requestonly for bond reduction priorto the maintenance period.Reduction of not more than 70%ofthe original bond amount,provided that the remaining 30%will coverall remaining items to be constructed. 3 Required Bond Amounts are subject to review and modification by Development Engineering. a Note:The word BOND as used in this document means any financial guarantee acceptable to the city ofRenton. **Note:All prices include labor,equipment,materials,overhead and profit. Legacy RentonProjectName: CED Plan #fLUA): CED Permit #(U):15002518 Site Address: Parcel li(s): Project Phase:PROJECT CLOSEOUT Date: —Rèntöh Community &Economic Development 1300 Lake Washington Blvd N. MAINTENANCE BOND (after final acceptance of construction) (b)Is (c)Is Site Restoration P Civil Construction Permit (a)x 100%I 5 R 8,707.60 I Maintenance Bond ((b x 150%)÷ Id x 100%))228,299.91 1 Band 2 S EST’[5 Construction Permit BondAmount (e)xl5a%÷(f)xlaa%I 5 I ((bl+lcl+ld))x20% 41,831 T Is(P÷R-S)237,007.51 I Minimum Bond Amount is $10,000.00 38,287.98 I 170,867.95 I Unit Prices Updated:06/14/2D16 Version:04/26/2017 Printed 12/15/2017 Page 14 of 14 Ref B-H Bond Quantity Worksheet SECTION III.BOND WORKSHEET