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Home My WebLink Aboutmindys place signed pdf final BQWS ASBUILTSITE IMPROVEMENT BOND QUANTITY WORKSHEET PROJECT INFORMATION Planning Division 11055 South Grady Way —6”Floor /Rentan,WA 98057 (425)430-7200 rCITY OF—“Renton 0 Community &Economic Development Clearing and Grading Utility Providers Clearing and grading greater than or equal to 5,000 board feet of timber? Yes/No:(Water Service Provided by:cc WATER DISTRICT 90 If Yes,Provide Forest Practice Permit #:N/A Sewer Service Provided by:CITY OF RENTON ‘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; Prolect Closeout -Final Costs and Quantities Enclosed for Project Close-out Submittal Page 1 of 1 Ref B-H Bond Quantity Worksheet Unit Prices updated:06/14/2016 version:04/26/2017 Printed 11/9/2017 [ROJECT CLOSEOUT Project Location and Description -----Project Owner Information Project Name:Mindy’s Placce —Project Owner:Lakeridge Development I,LLC CEO Plan U (LUA):14-000093 Phone:425-228-9750 CEO Permit U (U):15000278 Address:PU Box 146 Site Address:Site Address Renton,WA 98057 Street Intersection:160th Ave SE and SE 140th St AddtI Project Owner:Additional Project Owner Parcel It(s):1457500106 Phone:Phone Abbreviated Legal Block 3 Lot 5 Cedar Park 5 Acre Tracts.Less 5 100 of W 150 Address:Address Description:City,State,Zip SECTION I PROJECT INFORMATION EROSION/SEDIMENT SUBTOTAL: SALES TAX @ 10% EROSION/SEDIMENT TOTAL: Unit Prices Updated;06/14/2016 Version:04/26/2017 Printed 11J9/2017 CED Permit #1:15000278 SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR EROSION &SEDIMENT CONTROL Unit (A) Description No.Reference #Price Unit Quantity Cost Backfill &compaction-embankment ESC-1 $6.50 CV 2024 13,156.00 Check dams,4’minus rock ESC-2 SWDMS.4.5.3 $80.00 Each Catch Basin Protection ESC-3 35.50 Each Crushed surfacing 1 1/4’mInus ESC-4 WS00T9-03.9(3)S 95.00 CV Ditching ESC-5 $9.00 CV 500 4,500.00 Excavation-bulk ESC-6 2.00 CY 1392 2,784.00 Fence,silt ESC-7 SWOM 5.4 .3.1 $1.50 LF 855 1,282.50 Fence,Temporary (NGPE)ESC-8 $1.50 LF 425 637.50 Geotextile Fabric ESC-9 2.50 SY Hay Bale Silt Trap ESC-10 0.50 Each Hydroseeding ESC-11 SWDM 5.4.2.4 S 0.80 SY Interceptor Swale /Dike ESC-12 $1.00 LF Jute Mesh ESC-13 SWDM5.4.2.2 $3.50 SY Level Spreader ESC-14 1.75 IF Mulch,by hand,straw,3’deep ESC-15 SWDM 5.4.2.1 $2.50 SY Mulch,by machine,straw,2”deep ESC-16 5WDM 5.4.2.1 $2.00 SY Piping,temporary,CPP,6”ESC-17 12.00 LF Piping,temporary,CPP,3”ESC-18 $14.00 LF Piping,temporary,CPP,12”ESC-19 $18.00 LF Plastic covering,6mm thick,sandbagged ESC-20 SWDM 5.4.2.3 $4.00 SY Rip Rap,machine placed;slopes ESC-21 WSDOT 9-13.1 (2)$45.00 CV Rock Construction Entrance,50’xlS’xl’ESC-22 SWDMS.4.4.1 $1,800.00 Each Rock Construction Entrance,100’xlS’xl’ESC-23 SWDM 5.4.4.1 $3,200.00 Each 1 3,200.00 Sediment pond riser assembly ESC-24 5WOM 5.4.5.2 $2,200.00 Each 1 2,200.00 Sediment trap,5’high berm ESC-25 SWDM5.4.5.1 $19.00 LF Sed.trap,5,high,riprapped splllway berm section ESC-26 SWOM 5.4.5.1 $70.00 LF 10 700.00 Seeding,by hand ESC-27 SWDMS.4.2.4 $1.00 SY Sodding,1”deep,level ground SC-28 SWOM 5.4.2.5 $8.00 SY Sodding,1”deep,sloped ground ESC-29 SWDMS.4.2.5 $10.00 SY TESC Supervisor ESC-30 110.00 HR 30 3,300.00 Water truck,dust control ESC-31 SWDMS.4.7 $140.00 HR 50 7,000.00 Unit WRITE-IN-ITEMS Reference ft Price Unit Quantity Cost Temporary Fencing $5.00 Each 425 2,125.00 Page 1 of 1 40,835.00 4,088.50 44,973.50 (A) Ref 8-K Bond Quantity Worksheet SECTION II.a ERO5ION_CONTROI. Page 1 Unit Prices updated:06/14/2016 SECPON N.h TRANSPORTATION Version:04/26/2017 CED Permit #:15000278 SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR STREET AND SITE IMPROVEMENTS Existing Future Public Private Quantity Remaining Right-of-Way Improvements Improvements (Bond Reduction) IS)(C)(0)It) Description No.Unit Price Unit Quant.Cost Quant.I Cost Quant.I Cast Quant.Cost (FNPRA[ITFMS Backfill &Compaction-embankment 61-1 $6.00 CY Backfill &Compaction-trench Gl-2 $9.00 CV Clear)Remove Brush,by hand (SY)61-3 $1.00 SY Bollards -fixed 614 $240.74 Each Sollards -removable 61-5 $452.34 Each Clearing/Grubbing/Tree Removal 61-6 $10,000.00 Acre 0.06 600.00 0.62 6,200.00 1.27 12,700.00 Excavation -bulk 61-7 $2.00 CV Excavation -Trench Gl-8 $5.00 CV Fencing,cedar,6’high 61-9 $20.00 11 675 13,500.00 Fencing,chain link,4’GI-lO $38.31 LF Fencing,chain link,vinyl coated,6’high Cl-Il $20.00 LF 370 7,400.00 Fencing,chain link,gate,vinyl coated,20’6142 $1,400.00 Each 1 1,400.00 Fill &compact -common barrow 61-13 $25.00 CV Fill &compact -gravel base 61-14 $27.00 CV Fill &compact -screened topsoil 61-15 $39.00 CV Gabion,12”deep,stone filled mesh 61-16 $65.00 SY Gabion,18”deep,stone filled mesh 61-17 $90.00 SV Gabion,36”deep,stone filled mesh 61-18 $150.00 SV Grading,fine,by hand 61-19 $2.50 SY Grading,fine,with grader 61-20 $2.00 SV 300 600.00 3000 6,000.00 6100 12,200.00 Monuments,3’Long 61-21 $250.00 Each 1 250.00 1 250.00 Sensitive Areas Sign 61-22 $7.00 Each Sodding,1”deep,sloped ground 61-23 $8.00 SY 7 56.00 Surveying,line &grade 61-24 $850.00 Day 1 850.00 2 1,700.00 Surveying,lot location/lines 61-25 $1,800.00 Acre 1.95 3,510.00 Topsoil Type A (imported)61-26 $28.50 CV Traffic control crew (2 flaggers)61-27 $120.00 HR 40 4,800.00 Trail,4”chipped wood GI-28 $8.00 SY 17 136.00 Trail,4”crushed cinder GI-29 $9.00 SY 206 1,854.00 Trail,4”top course 61-30 $12.00 SY Conduit,2”61-31 $5.00 Li Wail,retaining,concrete 61-32 $55.00 SF 945 51,975.00 Wall,rockerv 61-33 $15.00 SF 667 10,005.00 SUBTOTAL ThIS PAGE:7,100.00 88,425.00 j 40,461.00 (B)(CI (0)CE? Ref 8-H Bond Quantity Worksheet Printed 11/9/2017 Page 2 of 6 Un1L Prices updated:06/14/2016 Version:04/2512017 CED Permit 11:15000278 SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR STREET AND SITE IMPROVEMENTS Existing Future Public Private Quantity Remaining Right-of-way Improvements Improvements (Bond Reduction) (0)(C)(0)(E) Description I No.I Unit Price Unit Quant.I Cost Quant.I Cost Quant.Cost Quant.I Cost ROAD IMPROVEMENT/PAVEMENT/SURFACING AC Grinding,4’wide machine <l000sy RI-i $30.00 SY 527 15,810.00 AC Grinding,4’wide machine i000-2000sy Rl-2 $16.00 SY AC Grinding,4’wide machine >2000sy Rl-3 $10.00 SY AC Removal/Disposal Rl-4 $35.00 SY 133 4,655.00 Barricade,Type III (Permanent)RI-S $56.00 LF Guard Rail RI-6 $30.00 LF Curb &Gutter,rolled Rl-7 $17.00 LF Curb &Gutter,vertical RI-B $12.50 LF 215 2,687.50 793 9,912.50 Curb and Gutter,demolition and disposal RI-9 $18.00 LI Curb,extruded asphalt RI-b $5.50 LI Curb,extruded concrete RI-li $7.00 LI Sawcut,asphalt,3”depth Rl-12 $1.85 LF 315 582.75 Sawcut,concrete,per 1”depth Rl-13 $3.00 LI Sealant,asphalt RI-14 $2.00 LI 30 60.00 400 800,00 Shoulder,gravel,4”thick RI-is $15.00 SY Sidewalk,4”thick Rl-16 $38.00 SY 109 4,142.00 430 16,340.00 SIdewalk,4”thick,demolition and disposal Rl-17 $32.00 SY Sidewalk,5”thick RI-iS $41.00 SY Sidewalk,5”thIck,demo)Won and disposal RI-fl $40.00 SY Sign,Handicap Rl-20 $85.00 Each Striping,per stall Rl-21 $7.00 Each Striping,thermoplastic,(for crosswalk)Rl-22 $3.00 SF 22 66.00 Striping,4”reflectorized line Rl-23 $0.50 LI AddItional 2.5”Crushed Surfacing Ri-24 $3.60 SY [(MA 1/2”overlay 1.5”Rl-25 $14.00 SY HMA 1/2”overlay 2”RI-26 $1800 SY 527 9,486.00 [(MA Road,2”,4”rock,First 2500 SY Rl-27 $28.00 SY [(MA Road,2”,4”rock,Qty.over 25005Y Rl-28 $21.00 SY [(MA Road,4”,6”rock,First 2500 SY Rl-29 $45.00 SY 746 33,570.00 857 38,565.00 [(MA Road,4”,6”rock,city,over 2500 SY Rl-30 $37.00 SY [(MA Road,41,4,5”ATh Rl-31 $38.00 SY Gravel Road,4”rock,First 2500 SY RI-32 $15.00 SY Gravel Road,4”rock,city.over 2500 SY Rl-33 $10.00 SY Thickened Edge RI-34 $8.60 LI SUBTOTAL THIS PAGE:70,993.25 (0) 65,683.50 (ci (DI I — (El Ref S-H Bond Quantity Warksheet SECTION 11±TRANSPORTATION printed 11/9/2017 NJnNJ>cmVIaan000VU,I0•0nCCVICoCn0N(‘ICDiVICo0I0-lU,C‘1nza,nma-Va-I3UI000N-JNi0-CnCCVIa0n00—I00-Cn0CVICDNU,CDiVIan0CVIt00aVIn-CCSC,CCVIani20UI-lmCCmUI“I—2m-4LiiLi,-ILi,:.C‘C0—IwC—-4o>r“I200I-4F’,-Vz0CInIn2-I0U,C0-I2-4F’,Li,U,C0-4CLiiC-4>r20Li,cm-o20Cm-v-oo-LiiN—.1fl1JLi,C0-IC00CoDi0000aCC0J=-405-aaU,F’,C2a,-4aLi,-CCHCaCS-VnCoVICCo=000-°°—0——.—F-a—too———NJNJNioo0———iCiNiNLSIvbbo000Li,Li,nLi,-4-4-4-4CoN00-ImQv‘no-4<I’,m00--pXE0-4h20(amm-IUIN0000—0-4-4•0UIUitoUIUI091p%4UIN000UIUI0N——0—LIP’-2’—CiUIUIUI0op‘ow00UIUIUIC5?e‘PUIUI0UIUICUI-49)CICI00o000CS-o-InaC=p=Ci5cm0VIcmCVII.IcmCVII-fIcmCVII-,IDC0Di-43-flCo—-D3=3-CU—pa-.Cn—CiC=aCO SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR DRAINAGE AND STORMWATER FACILITIES Existing Future Public Private Quantity Remaining Right-of-Way Improvements Improvements ‘O,,,h,,+,,.,1 (B)(CI (DI CE) Description No.Unit Price Unit Quant.I Cost Quant.Cost Quant.Cost Quant.Cost flRAINAflF irr —rnm,gn,p,l Pnlt’pthyinnp Pine I’l7nrL g,Iunipnt rnrn.h’-!n_n,k2 flunmen nf A’rnurwcc,,’Ad acc,,in nadnn,pd pur I came nrlr nccniid nine I Access Road,RID D-1 $26.00 SY 91 2,366.00 (CBs_include frame_and_lid) Beehive 0-2 $90.00 Each Through-curb Inlet Framework 0.3 $400.00 Each CBType I 0-4 $1,500.00 Each 1 1,500.00 2 3,000.00 CR Type IL 05 $1,750.00 Each CR Type II,48”diameter 0-6 $2,300,00 Each 1 2,300.00 4 9,200.00 for additional depth over 4 0-7 $480.00 FT 0.5 240.08 16 7,680.00 CR Type II,54’diameter 0-8 $2,500.00 Each 1 2,500.00 1 2,500.00 for additional depth over 4’0-9 $495.00 F 0.5 247.50 2.5 1,23750 CR Type II,50”diameter 0-10 $2,800.00 Each for additional depth over 4’0-11 $600.00 rr CR Type II,72’diameter 0-12 $6,000,00 Each for additional depth over 4 0-13 $850.00 FT CB Type II,96”diameter 0-14 $14,000.00 Each for additional depth over 4’0-15 $925.00 FT Trash Rack,12”0-15 $350.00 Each Trash Rack,Th’0-17 $410.00 Each Trash Rack,18”0-18 $480.00 Each Trash Rack,21’0-19 $550.00 Each Cleanout,PVC,4”D-20 $150.00 Each Cleanout,PVC,6”0-21 $170.00 Each 9 1,530,00 Cleanout,PVC,8”0-22 $200.00 Each Culvert,PVC,4”0-23 $10.00 LF Culvert,PVC,6”0-24 $13.00 IF 280 3,640.00 Culvert,PVC,8”D-25 $15.00 LF Culvert,PVC,12”0-25 $23.00 IF Culvert,PVC,15”0-27 $35.00 IF Culvert,PVC,18”0-28 $41,00 IF Culvert,PVC,24”0-29 $56.00 IF Culvert,PVC,30”D-30 $78.00 IF Culvert,PVC,36”0-31 $130.00 LF Culvert,CMP,8”0-32 $19,00 LF Culvert,CMP,12”0-33 $29.00 LF 6,787.50 25,983.50 5,170.00 (B)(ci ID) Page 1 of 5 Unit Price5 Updated:06/14/2016 Version:04/26/2017 CED Permit #:15000278 SUBTOTALTHIS PAGE:(E) Ref 8-H Bond Quantity Worksheet SECTION II.c DRAINAGE Printed 11/9/2017 SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR DRAINAGE AND STORMWATER FACILITIES Existing Future Public Private Quantity Remaining Right-cf-Way Improvements Improvements (B)(C)ID)It) Description No.I Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.I Cost DRAINAGE (Continued)— Culvert,CMP,15”D-34 $35.00 LF Culvert,CMP,18”0-35 $41.00 LF Culvert,CMP,24”0-36 $56.00 IF Culvert,CMP,30’0-37 $78,00 IF Culvert,CMP,36”0-38 $130.00 IF Culvert,CMP,48”0-39 $190.00 LF Culvert,CMP,60”0-40 $270.00 LF Culvert,CMP,72”0-41 S 350.00 LF Culvert,Concrete,8”0-42 42.00 LF Culvert,Concrete,12”0-43 48.00 IF Culvert,Concrete,15”0-44 $78.00 LF Culvert,Concrete,18”0-45 $48.00 LF Culvert,Concrete,24”0-45 78.00 IF Culvert,Concrete,30”0-47 125.00 [F Culvert,Concrete,36”0-48 150.00 IF Culvert,Concrete,42”0-49 $175.00 IF Culvert,Concrete,48”0-50 $205.00 IF Culvert,CPE Triple Wall,5”0-51 $14.00 LF Culvert,CPE Triple Wall,8”0-52 $16.00 IF Culvert,O’ETriple Wall,12”0-53 $24.00 IF 583.4 14,001.60 Culvert,CPE Triple Wall,15”0-54 $35.00 IF Culvert,CPE Triple WaIl,18”0-55 $41.00 LF 58 2,788.00 Culvert,CPE Triple Wall,24”0-56 $56.00 IF 51.8 2,900.80 Culvert,CPE Triple Wall,30”0.57 $78.00 IF 1953 15,249.00 Culvert,CPE Triple Wall,36”0-58 $130.00 IF Culvert,LCPE,6”0.59 $60.00 LF Culvert,LCPE,8”0-60 $72.00 LF Culvert,ICPE,12”0-61 $84.00 IF Culvert,LCPE,15”0-52 $96.00 IF Culvert,LCPE,18”0-63 $108.00 IF Culvert,LCPE,24”0-54 $120.00 IF Culvert,ICPE,30”0-65 $132.00 IF Culvert,LCPE,36”0-65 $144.00 LF Culvert,LCPE,48”0-57 $156.00 LF Culvert,ICPE,54”0-68 $168.00 LF 20,937.80 14,001.60 I I I I (B)(C)(Di (El Unit Prices updated:06/14/2016 Version:04/26/2017 Printed 11/9/2017 CED Permit Th15000278 SUBTOTAL THIS PAGE: Page 2 of 5 Ref8-H Bond Quantity Worksheet SECTION ll.c DRAINAGE SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR DRAINAGE AND STORMWATER FACILITIES SUBTOTALTHIS PAGE:I I I (SI (CI I I I ID)It) Unit Prices updated:06/14/2016 Version:04/26/2017 printed 11)9/2017 CEO Permit #:15000278 Existing Future Pubiic Private Quantity Remaining I Right-of-Way improvements Improvements (B)IC)It) Description No.Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.I Cost DRAINAGE (Continued)— Culvert,LCPE,60”0-69 $180.00 LF Culvert,LCPE,72”0-70 $192.00 IF Culvert,HOPE,6”0-fl $4100 IF Culvert,HDPE,8”0-72 $42.00 LF Culvert,HOPE,12’0-73 $74.00 LF Culvert,HOPE,15”0-74 $106.00 LF Culvert,HOPE,18’0-75 $13800 IF Culvert,HOPE,24”0-76 $22100 IF Culvert,HOPE,30”0-77 $276.00 LF Culvert,HOPE,36”0-78 $331.00 IF Culvert,HDPE,48”0-79 $386,00 IF Culvert,HOPE,54”0-80 $441.00 IF Culvert,HOPE,60”0-81 $496.00 LF Culvert,HOPE,72”0-82 $551.00 IF Pipe,Polypropylene,6”D-83 $84.00 IF Pipe,Polypropylene,8”0-84 $89.00 IF Pipe,Polypropylene,12”0-85 $95.00 LF Pipe,Polypropylene,15”0-86 $100.00 IF Pipe,Polypropylene,18”0-87 $105,00 IF Pipe,Poiyprapyiene,24”0-88 $111.00 LF Pipe,polypropylene,30”D-89 $119.00 LF Pipe,Polypropylene,36”0-90 $154.00 IF Pipe,Polypropylene,48”0-91 $226,00 LF Pipe,Polypropylene,54”0-92 $332.00 IS Pipe,Polypropylene,60”0-93 $439.00 LF Pipe,Polypropylene,72”0-94 $54500 IF Culvert,Di,6”0-95 $61,00 IF Culvert,Dl,8”0-96 $84.00 IF Culvert,Dl,12”D-97 $106.00 IF Culvert,Dl,15”0-98 $129.00 IF Culvert,Dl,18”0-99 $152.00 IF Cuivert,DI,24”0-100 $175.00 LF Culvert,Dl,30”0-101 $198.00 IF Culvert,Di,36”0-102 $220.00 IF Cuivert,Di,48”0-10 $243.00 IF Cuivert,Dl,54”0-104 $266,00 IF Culvert,Dl,60”0-105 $289.00 IF Culvert,01,72”0-106 $311.00 IF Pages of S Ref 8-K Bond Quantity Worksheet SECTION lix DRAINAGE C-vnC<0DCm0-°—a————tCC’——N’N’O00%J-C’CM-n-IoT0-0mmm2vi-jZ00—4Z‘.1no—vimm-InTnCItPtUIC0C-SnI0p00In SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR DRAINAGE AND STORMWATER FACILITIES DRAINAGE AND STORMWATER FACILITIES SUBTOTAL: SALE5 TAX @ 10% DRAINAGE AND STORMWATER FACILITIES TOTAL: 28,125.30 2,812.53 30,937.83 (B) 44,629.10 4,462.91 49,092.01 (C) 11,569.90 1,156.99 12,726.89 (0) I I I I I I (E) Page 5 of 5 Ref8-H Bond Quantity Worksheet Unit Prices Updated:06/14/2016 Version:04/26/2017 Printed 11/9/2017 CEO Permit 11:15000278 Existing Future Public Private Quantity Remaining flight-of-Way Improvements Improvements (B)(C)(0)If) Description No.Unit Price Unit Uuant.I Cost Quant.I Cost Quant.Cost Quant.Cost WRITE-IN-ITEMS (INCLUDE ON-SITE BMPth_ Post Box Stand WI-i $2,300.00 15 1 2,300.00 Add Detectable strip WI-2 $200.00 Each 2 400.00 2 400.00 Bridge (Iadscape trail)WI-3 $213.33 LF 30 6,399.90 WI4 W)-5 WI-6 6 WI-S Wl-9 WI-b WI-li WI-12 WI-13 WI-14 WI-15 SUBTOTAL WRITE-IN ITEMS:400.00 I oo.ooI 6,399.90 I I SE ION II.c DRAINAGE I I I I I I (0) I I I I I I (E) Page 1 of 1 Ref 8-H Bond Quantity Worksheet Unit Prices Updated:06/14/2016 Version;04/26/2017 Printed 11/9/2017 CED Permit #:15000218 SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR WATER Existing Future Public Private Quantity Remaining Right-of-Way Improvements Improvements (Bond Reduction) (SI (C)10)(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 Ductile Iron Watermain,CL 52,6 Inch Diameter W-3 $56.00 LF Ductile Iron Watermain,CL 52,8 Inch Diameter W-4 $60.00 LF Ductile Iron Watermain,CL 52,10 Inch Diameter W-5 $70.00 LF Ductile Iron Watermain,CL52,12 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 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 MeterAssembly 3-inch Diameter W-16 $8,000.00 Each 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: SALES TAX @ 10% WATER TOTAL: I I I I I I I I (B)(C) SECTION ll.d WATER 1,550.00 ________________ 155.00 ________________ 1,705.00 ________________ (0) Unit Prices Updated:06/14/2016 Page 1 of 1 Ref 8-H Bond Quantity Worksheet Version:04/26/2017 Printed 11/9/2017 CED Permit #:15000278 SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR SANITARY SEWER Existing Future Public Private Quantity Remaining Right-of-Way Improvements Improvements (B)(C)(0)(E) Description No.Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost Clean Outs SS-1 $1,000.00 Each 8 8,000.00 Grease Interceptor,500 gallon 55-2 $8,000.00 Each Grease Interceptor,1000 gallon 55-3 $10,000.00 Each Grease Interceptor,1500 gallon 554 $15,000.00 Each Side Sewer Pipe,PVC.4 Inch Diameter 55-S $80.00 LF Side Sewer Pipe,PVC.6 Inch Diameter SS-6 $95.00 LF 200 19,000.00 Sewer Pipe,PVC,8 Inch Diameter 55-7 $105.00 LF 35 3,675.00 218 22,890.00 Sewer Pipe,PVC,12 Inch Diameter SS-8 $120.00 LF Sewer Pipe,Dl,8 inch Diameter SS-9 $115.00 LF Sewer Pipe,DI,12 Inch Diameter SS-10 $130.00 LF Manhole,48 Inch Diameter 55-11 $6,000.00 Each 1 6,000.00 1 6,000.00 Manhole,54 Inch Diameter 55-13 $6,500.00 Each Manhole,60 Inch Diameter 5S-15 $7,500.00 Each Manhole,72 Inch Diameter 55-17 $8,500.00 Each Manhole,96 Inch Diameter 55-19 $14,000.00 Each Pipe,C-900,12 Inch Diameter 55-21 $180.00 LF Outside Drop 55-24 $1,500.00 LS Inside Drop 55-25 $1,000.00 13 2’PVC pressure maIn SS-26 $10.00 155 1,550.00 Lift Station (Entire System)55-27 IS SANITARY SEWER SUBTOTAL:9,675.00 55oo I SALES TAX @ 10%I 967.50 I 5,589.00 SANITARY SEWER TOTAL:I 10,642.50 61,479.00 (B)(c)(E) SECTION Il.e SANITARY SEWER Name: PE Registration No: Firm Name: Firm Address: Phone No. Email Address: SITE IMPROVEMENT BOND QUANTITY WORKSHEET Alex Poblete BOND CALCULATIONS 28352 DM P 725 Auburn Way N.Auburn WA 98002 253-333-2200 alex@3dpm-inc.us Project Name: CED Plan ft (LUA): CEO Permit ft (U): Site Address: Parcel PIt): Project Phase: Mindys Placce 14-000093 15000278 Site Address 1457500106 PROJECT CLOSEOUT Estimate only -May Involve multiple and variable components,which wit’be entablished on an individual basis by Development Engineering. The Dry of Renton allows one request only (or bond reduction prior to the maintenance period.Reduction of not more than 70%of the original bond amount,provided that the remaining 3Bnwill cover all remairorc Items to be comEnicted. ‘Req,nred Bond Amounts are subject to resw and modification by Development Engineedr. Note:The word BOND as used In this document means any financial guarantee acceptable to the City or Renton. as Note:All prices Indode labor,eqripsnent,materials,overhead and profit Page 1 of 1 Ref 8-H Bond Quantity Worksheet Planning Division 12055 South Grady Way —6th Floor I Renton,WA 98057(425)430-7200 CITY OF—Renton 0 Cornnnrnity &Economic Development Date:8/24/2017 CONSTRuCTION BOND AMOUNT ‘i”MAINTENANCE BOND (prior to permit Issuance)(after final acceptance of constructIon) Site Restoration/ErosionSediment Control Subtotal (a)$44,973.50 Existing Right-of-Way Improvements Subtotal (b)$97,042.28 (b)$97,042.28 Future Public improvements Subtotal (ci j $266,63835 Stormwater &Drainage Facilities (Public&PrWote)Subtotal (d)$92,756.73 (d)I $92,756.73 Bond Reduction:Existing Right-of-Way Improvements (Quantity ()I $- Remoining/’ Bond Reduction:Stormwater &Drainage Facilities (QuonEity I $-I Remoinlng)2 Site Restoration I’44,973.50 (a)x 100% Civil Construction Permit ((ba ‘s°”l +ld x loots))$238,320.14 Maintenance Bond ES?°$91,287.47 tIbItk)4 d))a 20% .2 S Bond Reduct,on fr)xlSo%#(ftrIao%$- Construction Permit BondAmount T rs 283,293.64 (P4(5-5)Minimum BandAmouncls $10,000.00 Unit Pitt,updated:05/14/2016 version:04/26/2017 Printed 11/9/2017SECtIONIII.OOND wORKSHEET Unit Prices updated:06/14/2016 Page 4 of 6 Version:04/26/2017 Ref 8-H Bond Quantity Worksheet SEGION II.b TRANSPORTATION Printed 11/9/2017 Unit Prices Updated:06/14/2016Page5of6 Version:04/26/2017Ref8-H Bond Quantity Worksheet SECTION Il.b TRANSPORTATION Printed 11/9/2017 Unit Prices Updated:06/14/2016 Page 6 of 6 Version:04/26/2017 Ref 8-H Bond Quantity Worksheet SECUON Il.b TRANSPORTATION Printed 11/9/2017