HomeMy WebLinkAboutRS_Surety_Bond Quantity Worksheet_20250723_V21055 South Grady Way – 6th Floor | Renton, WA 98057 (425) 430-7200
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Section I: Project Information
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Section II: Bond Quantities Worksheets
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•Section II.a EROSION CONTROL (Stabilization/Erosion Sediment Control (ESC))
•Section II.b TRANSPORTATION (Street and Site Improvements)
•Section II.c DRAINAGE (Drainage and Stormwater Facilities):
•Section II.d WATER - ONLY APPLICABLE IF WATER SERVICE IS PROVIDED BY CITY OF RENTON
•Section II.e SANITARY SEWER - ONLY APPLICABLE IF SEWER SERVICE IS PROVIDED BY CITY OF RENTON
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Section III. Bond Worksheet
•This section calculates the required Permit Bond for construction permit issuance as well as the required Maintenance Bond for project close-out
submittals to release the permit bond on a project.
All unit prices include labor, equipment, materials, overhead, profit, and taxes.
Complete the 'Quantity' columns for each of the appropriate section(s). Include existing Right-of-Way (ROW), Future Public Improvements and
Private Improvements.
The 'Quantity Remaining' column is only to be used when a project is under construction. The City allows one (1) bond reduction during the life of
the project with the exception of the maintenance period reduction.
Excel will auto-calculate and auto-populate the relevant fields and subtotals throughout the document. Only the 'Quantity' columns should need
completing.
Additional items not included in the lists can be added under the "write-in" sections. Provide a complete description, cost estimate and unit of
measure for each write-in item.
Note: Private improvements, with the exception of stormwater facilities, are not included in the bond amount calculation, but must be entered on
the form. Stormwater facilities (public and private) are required to be included in the bond amount.
BOND QUANTITY WORKSHEET INSTRUCTIONS
This worksheet is intended to be a "working" copy of the bond quantity worksheet, which will be used throughout all phases of the project, from initial
submittal to project close-out approval.
Submit this workbook, in its entirety, as follows:
The following forms are to be completed by the engineer/developer/applicant as applicable to the project:
The Bond Worksheet form will auto-calculate and auto-populate from the information provided in Section I and Section II.
This section includes all pertinent information for the project
Section II contains a separate spreadsheet TAB for each of the following specialties:
(1) electronic copy (.xlsx format) and (1) hard copy of the entire workbook for civil construction permit submittal. Hard copies are to be included as
part of the Technical Information Report (TIR).
(1) electronic copy (.xlsx format) and (1) hard copy of the entire workbook for final close-out submittal.
This section must be completed in its entirety
Information from this section auto-populates to all other relevant areas of the workbook
Page 1 of 1
Ref 8-H Bond Quantity Worksheet INSTRUCTIONS
Version: 4/1/2024
Printed
1055 South Grady Way – 6th Floor | Renton, WA 98057 (425) 430-7200
Date Prepared:
Name:
PE Registration No:
Firm Name:
Firm Address:
Phone No.
Email Address:
Project Name: Project Owner:
CED Plan # (LUA):Phone:
CED Permit # (C):Address:
Site Address:
Street Intersection:Addt'l Project Owner:
Parcel #(s):Phone:
Address:
Clearing and grading greater than or equal to 5,000 board feet of timber?
Yes/No:NO Water Service Provided by:
If Yes, Provide Forest Practice Permit #:Sewer Service Provided by:
10.3%2 All prices include labor, equipment, materials, overhead, profit, and taxes. City of Renton Sales Tax is:
SITE IMPROVEMENT BOND QUANTITY WORKSHEET
PROJECT INFORMATION
KC WATER DISTRICT 90
CITY OF RENTON
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
Phone
Engineer Stamp Required
(all cost estimates must have original wet stamp and signature)
Clearing and Grading Utility Providers
N/A
Project Location and Description Project Owner Information
Gill Single Family Residence
City, State, Zip
273920-0110
Manjit Gill
(206) 687-0256
2025-07-11
Prepared by:
FOR APPROVALProject Phase 1
info@interlakenengineering.com
Matthew Haringa
55763
Interlaken Engineering and Design
7001 Seaview Ave NW, Suite 160-388, Seattle
(206) 470-9572
551 Orcas Ave NE, Renton
Address
Additional Project Owner
5,466.47$
AddressAbbreviated Legal
Description:
LOT 11, BLOCK 1, GERBER'S ADDITION TO RENTON, ACCORDING TO
THE PLAT THEREOF RECORDED IN VOLUME 61 OF PLATS, PAGE 98, IN
KING COUNTY, WASHINGTON; SITUATE IN THE CITY OF RENTON,
COUNTY OF KING, STATE OF WASHINGTON
City, State, Zip
Total Estimated Construction Costs E
A + B + C + D 53,863.46$
Estimated Civil Construction Permit - Construction Costs2
Stormwater (Drainage)C 25,397.68$
As outlined in City Ordinance No. 4345, 50% of the plan review and inspection fees are to be paid at Permit Submittal. The balance is due at Permit Issuance.
Significant changes or additional review cycles (beyond 3 cycles) during the review process may result in adjustments to the final review fees.
Roadway (Erosion Control + Transportation)D 22,999.31$
Water A -$
Wastewater (Sanitary Sewer)B
Page 1 of 1
Ref 8-H Bond Quantity Worksheet SECTION I PROJECT INFORMATION
Version 4/1/2024
Printed
CED Permit #:
Unit
Reference #Price Unit Quantity Cost
Backfill & compaction-embankment ESC-1 7.50$ CY
Check dams, 4" minus rock ESC-2 SWDM 5.4.6.3 90.00$ Each
Catch Basin Protection ESC-3 145.00$ Each
Crushed surfacing 1 1/4" minus ESC-4 WSDOT 9-03.9(3)110.00$ CY
Ditching ESC-5 10.50$ CY
Excavation-bulk ESC-6 2.30$ CY
Fence, silt ESC-7 SWDM 5.4.3.1 5.00$ LF 289 1,445.00
Fence, Temporary (NGPE)ESC-8 1.75$ LF
Geotextile Fabric ESC-9 3.00$ SY
Hay Bale Silt Trap ESC-10 0.60$ Each
Hydroseeding ESC-11 SWDM 5.4.2.4 0.90$ SY
Interceptor Swale / Dike ESC-12 1.15$ LF
Jute Mesh ESC-13 SWDM 5.4.2.2 4.00$ SY
Level Spreader ESC-14 2.00$ LF
Mulch, by hand, straw, 3" deep ESC-15 SWDM 5.4.2.1 2.90$ SY
Mulch, by machine, straw, 2" deep ESC-16 SWDM 5.4.2.1 2.30$ SY
Piping, temporary, CPP, 6"ESC-17 13.75$ LF
Piping, temporary, CPP, 8"ESC-18 16.00$ LF
Piping, temporary, CPP, 12"ESC-19 20.50$ LF
Plastic covering, 6mm thick, sandbagged ESC-20 SWDM 5.4.2.3 4.60$ SY
Rip Rap, machine placed; slopes ESC-21 WSDOT 9-13.1(2)51.00$ CY
Rock Construction Entrance, 50'x15'x1'ESC-22 SWDM 5.4.4.1 2,050.00$ Each
Rock Construction Entrance, 100'x15'x1'ESC-23 SWDM 5.4.4.1 3,675.00$ Each 1 3,675.00
Sediment pond riser assembly ESC-24 SWDM 5.4.5.2 2,525.00$ Each
Sediment trap, 5' high berm ESC-25 SWDM 5.4.5.1 22.00$ LF
Sed. trap, 5' high, riprapped spillway berm section ESC-26 SWDM 5.4.5.1 80.00$ LF
Seeding, by hand ESC-27 SWDM 5.4.2.4 1.15$ SY 314 361.10
Sodding, 1" deep, level ground ESC-28 SWDM 5.4.2.5 9.20$ SY
Sodding, 1" deep, sloped ground ESC-29 SWDM 5.4.2.5 11.50$ SY
TESC Supervisor ESC-30 125.00$ HR
Water truck, dust control ESC-31 SWDM 5.4.7 160.00$ HR
Unit
Reference #Price Unit Quantity Cost
EROSION/SEDIMENT SUBTOTAL:5,481.10
SALES TAX @ 10.3%564.55
EROSION/SEDIMENT TOTAL:6,045.65
(A)
SITE IMPROVEMENT BOND QUANTITY WORKSHEET
FOR EROSION & SEDIMENT CONTROL
Description No.
(A)
WRITE-IN-ITEMS
Page 1 of 1
Ref 8-H Bond Quantity Worksheet SECTION II.a EROSION_CONTROL
Version: 4/01/2024
Printed
CED Permit #:
Existing Future Public Private
Right-of-Way Improvements Improvements(D) (E)Description No. Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.CostGENERAL ITEMS
Backfill & Compaction- embankment GI-1 7.00$ CY
Backfill & Compaction- trench GI-2 10.25$ CY
Clear/Remove Brush, by hand (SY)GI-3 1.15$ SY
Bollards - fixed GI-4 275.00$ Each
Bollards - removable GI-5 520.00$ Each
Clearing/Grubbing/Tree Removal GI-6 11,475.00$ Acre
Excavation - bulk GI-7 2.30$ CYExcavation - Trench GI-8 5.75$ CYFencing, cedar, 6' high GI-9 23.00$ LFFencing, chain link, 4'GI-10 44.00$ LFFencing, chain link, vinyl coated, 6' high GI-11 23.00$ LFFencing, chain link, gate, vinyl coated, 20' GI-12 1,600.00$ EachFill & compact - common barrow GI-13 28.75$ CY
Fill & compact - gravel base GI-14 31.00$ CY
Fill & compact - screened topsoil GI-15 44.75$ CY
Gabion, 12" deep, stone filled mesh GI-16 74.50$ SY
Gabion, 18" deep, stone filled mesh GI-17 103.25$ SY
Gabion, 36" deep, stone filled mesh GI-18 172.00$ SY
Grading, fine, by hand GI-19 2.90$ SY
Grading, fine, with grader GI-20 2.30$ SYMonuments, 3' Long GI-21 1,025.00$ EachSensitive Areas Sign GI-22 8.00$ EachSodding, 1" deep, sloped ground GI-23 9.25$ SYSurveying, line & grade GI-24 975.00$ DaySurveying, lot location/lines GI-25 2,050.00$ Acre
Topsoil Type A (imported)GI-26 32.75$ CY 50 1,637.50 264 8,646.00
Traffic control crew ( 2 flaggers )GI-27 137.75$ HR
Trail, 4" chipped wood GI-28 9.15$ SY
Trail, 4" crushed cinder GI-29 10.25$ SY
Trail, 4" top course GI-30 13.75$ SY
Conduit, 2"GI-31 5.75$ LF
Wall, retaining, concrete GI-32 63.00$ SFWall, rockery GI-33 17.25$ SF
SUBTOTAL THIS PAGE:1,637.50 8,646.00
(B)(C)(D)(E)
ROAD IMPROVEMENT/PAVEMENT/SURFACINGAC Grinding, 4' wide machine < 1000sy RI-1 34.50$ SY
AC Grinding, 4' wide machine 1000-2000sy RI-2 18.25$ SY
AC Grinding, 4' wide machine > 2000sy RI-3 11.50$ SY
AC Removal/Disposal RI-4 40.00$ SY
Barricade, Type III ( Permanent )RI-5 64.25$ LF
Guard Rail RI-6 34.50$ LF
Curb & Gutter, rolled RI-7 19.50$ LF
Curb & Gutter, vertical RI-8 14.25$ LF 72 1,026.00Curb and Gutter, demolition and disposal RI-9 20.50$ LFCurb, extruded asphalt RI-10 6.25$ LFCurb, extruded concrete RI-11 8.00$ LFSawcut, asphalt, 3" depth RI-12 3.00$ LFSawcut, concrete, per 1" depth RI-13 5.00$ LF
Sealant, asphalt RI-14 2.25$ LF 72 162.00
Shoulder, gravel, 4" thick RI-15 17.25$ SY
Sidewalk, 4" thick RI-16 43.50$ SY 40 1,740.00
Sidewalk, 4" thick, demolition and disposal RI-17 37.00$ SY
Sidewalk, 5" thick RI-18 47.00$ SY
Sidewalk, 5" thick, demolition and disposal RI-19 46.00$ SY
Sign, Handicap RI-20 97.00$ EachStriping, per stall RI-21 8.00$ EachStriping, thermoplastic, ( for crosswalk )RI-22 3.50$ SFStriping, 4" reflectorized line RI-23 0.55$ LFAdditional 2.5" Crushed Surfacing RI-24 4.15$ SYHMA 1/2" Overlay 1.5" RI-25 16.00$ SYHMA 1/2" Overlay 2"RI-26 20.75$ SY
HMA Road, 2", 4" rock, First 2500 SY RI-27 32.25$ SY
HMA Road, 2", 4" rock, Qty. over 2500SY RI-28 24.00$ SY
HMA Road, 4", 6" rock, First 2500 SY RI-29 51.75$ SY 20 1,035.00
HMA Road, 4", 6" rock, Qty. over 2500 SY RI-30 42.50$ SY
HMA Road, 4", 4.5" ATB RI-31 43.50$ SY
Gravel Road, 4" rock, First 2500 SY RI-32 17.25$ SY
Gravel Road, 4" rock, Qty. over 2500 SY RI-33 11.50$ SYThickened Edge RI-34 10.00$ LF
SUBTOTAL THIS PAGE:3,963.00
(B)(C)(D)(E)PARKING LOT SURFACING No.2" AC, 2" top course rock & 4" borrow PL-1 24.00$ SY 26 624.002" AC, 1.5" top course & 2.5" base course PL-2 32.00$ SY4" select borrow PL-3 5.75$ SY1.5" top course rock & 2.5" base course PL-4 16.00$ SY
SUBTOTAL PARKING LOT SURFACING:624.00
(B)(C)(D)(E)
LANDSCAPING & VEGETATION No.Street Trees LA-1 250.00$ EA.2 500.00Median Landscaping LA-2Right-of-Way Landscaping LA-3 SF 450Wetland Landscaping LA-4
SUBTOTAL LANDSCAPING & VEGETATION:500.00
(B)(C)(D)(E)
TRAFFIC & LIGHTING No.Signs TR-1Street Light System ( # of Poles)TR-2Traffic Signal TR-3
Traffic Signal Modification TR-4
SUBTOTAL TRAFFIC & LIGHTING:
(B)(C)(D)(E)
WRITE-IN-ITEMS
SUBTOTAL WRITE-IN ITEMS:
STREET AND SITE IMPROVEMENTS SUBTOTAL:6,724.50 8,646.00
SALES TAX @ 10.3%692.62 890.54
STREET AND SITE IMPROVEMENTS TOTAL:7,417.12 9,536.54
(B)(C)(D)(E)
SITE IMPROVEMENT BOND QUANTITY WORKSHEET
FOR STREET AND SITE IMPROVEMENTS
Quantity Remaining
(Bond Reduction)
(B)(C)
Page 1 of 1
Ref 8-H Bond Quantity Worksheet SECTION II.b TRANSPORTATION Version: 4/1/2024
Printed
CED Permit #:
Existing Future Public PrivateRight-of-Way Improvements Improvements(D) (E)Description No. Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost
DRAINAGE (CPE = Corrugated Polyethylene Pipe, N12 or Equivalent) For Culvert prices, Average of 4' cover was assumed. Assume perforated PVC is same price as solid pipe.)Access Road, R/D D-1 30.00$ SY* (CBs include frame and lid)Beehive D-2 103.00$ EachThrough-curb Inlet Framework D-3 460.00$ EachCB Type I D-4 1,725.00$ Each 4 6,900.00 1 1,725.00CB Type IL D-5 2,000.00$ EachCB Type II, 48" diameter D-6 3,500.00$ Each for additional depth over 4' D-7 550.00$ FTCB Type II, 54" diameter D-8 4,075.00$ Each for additional depth over 4'D-9 570.00$ FTCB Type II, 60" diameter D-10 4,225.00$ Each for additional depth over 4'D-11 690.00$ FTCB Type II, 72" diameter D-12 6,900.00$ Each for additional depth over 4'D-13 975.00$ FTCB Type II, 96" diameter D-14 16,000.00$ Each for additional depth over 4'D-15 1,050.00$ FTTrash Rack, 12"D-16 400.00$ EachTrash Rack, 15"D-17 470.00$ EachTrash Rack, 18"D-18 550.00$ EachTrash Rack, 21"D-19 630.00$ EachCleanout, PVC, 4"D-20 170.00$ EachCleanout, PVC, 6"D-21 195.00$ EachCleanout, PVC, 8"D-22 230.00$ EachCulvert, PVC, 4" D-23 11.50$ LFCulvert, PVC, 6" D-24 15.00$ LF 190 2,850.00Culvert, PVC, 8" D-25 17.00$ LFCulvert, PVC, 12" D-26 26.00$ LF 25 650.00Culvert, PVC, 15" D-27 40.00$ LFCulvert, PVC, 18" D-28 47.00$ LFCulvert, PVC, 24"D-29 65.00$ LFCulvert, PVC, 30" D-30 90.00$ LFCulvert, PVC, 36" D-31 150.00$ LFCulvert, CMP, 8"D-32 22.00$ LFCulvert, CMP, 12"D-33 33.00$ LF
SUBTOTAL THIS PAGE:7,550.00 4,575.00(B)(C)(D)(E)DRAINAGE (Continued)Culvert, CMP, 15"D-34 40.00$ LFCulvert, CMP, 18"D-35 47.00$ LFCulvert, CMP, 24"D-36 64.00$ LFCulvert, CMP, 30"D-37 90.00$ LFCulvert, CMP, 36"D-38 150.00$ LFCulvert, CMP, 48"D-39 218.00$ LFCulvert, CMP, 60"D-40 310.00$ LFCulvert, CMP, 72"D-41 400.00$ LFCulvert, Concrete, 8"D-42 48.00$ LFCulvert, Concrete, 12"D-43 55.00$ LFCulvert, Concrete, 15"D-44 89.00$ LFCulvert, Concrete, 18"D-45 100.00$ LFCulvert, Concrete, 24"D-46 120.00$ LFCulvert, Concrete, 30"D-47 145.00$ LFCulvert, Concrete, 36"D-48 175.00$ LFCulvert, Concrete, 42"D-49 200.00$ LFCulvert, Concrete, 48"D-50 235.00$ LFCulvert, CPE Triple Wall, 6" D-51 16.00$ LFCulvert, CPE Triple Wall, 8" D-52 18.00$ LFCulvert, CPE Triple Wall, 12" D-53 27.00$ LFCulvert, CPE Triple Wall, 15" D-54 40.00$ LFCulvert, CPE Triple Wall, 18" D-55 47.00$ LFCulvert, CPE Triple Wall, 24"D-56 64.00$ LFCulvert, CPE Triple Wall, 30" D-57 90.00$ LFCulvert, CPE Triple Wall, 36" D-58 149.00$ LFCulvert, LCPE, 6"D-59 69.00$ LFCulvert, LCPE, 8"D-60 83.00$ LFCulvert, LCPE, 12"D-61 96.00$ LFCulvert, LCPE, 15"D-62 110.00$ LFCulvert, LCPE, 18"D-63 124.00$ LFCulvert, LCPE, 24"D-64 138.00$ LFCulvert, LCPE, 30"D-65 151.00$ LFCulvert, LCPE, 36"D-66 165.00$ LFCulvert, LCPE, 48"D-67 179.00$ LFCulvert, LCPE, 54"D-68 193.00$ LF
SUBTOTAL THIS PAGE:(B)(C)(D)(E)DRAINAGE (Continued)Culvert, LCPE, 60"D-69 206.00$ LFCulvert, LCPE, 72"D-70 220.00$ LFCulvert, HDPE, 6"D-71 48.00$ LFCulvert, HDPE, 8"D-72 60.00$ LFCulvert, HDPE, 12"D-73 85.00$ LFCulvert, HDPE, 15"D-74 122.00$ LFCulvert, HDPE, 18"D-75 158.00$ LFCulvert, HDPE, 24"D-76 254.00$ LFCulvert, HDPE, 30"D-77 317.00$ LFCulvert, HDPE, 36"D-78 380.00$ LFCulvert, HDPE, 48"D-79 443.00$ LFCulvert, HDPE, 54"D-80 506.00$ LFCulvert, HDPE, 60"D-81 570.00$ LFCulvert, HDPE, 72"D-82 632.00$ LFPipe, Polypropylene, 6"D-83 96.00$ LFPipe, Polypropylene, 8"D-84 100.00$ LFPipe, Polypropylene, 12"D-85 100.00$ LFPipe, Polypropylene, 15"D-86 103.00$ LFPipe, Polypropylene, 18"D-87 106.00$ LFPipe, Polypropylene, 24"D-88 119.00$ LFPipe, Polypropylene, 30"D-89 136.00$ LFPipe, Polypropylene, 36"D-90 185.00$ LFPipe, Polypropylene, 48"D-91 260.00$ LFPipe, Polypropylene, 54"D-92 381.00$ LFPipe, Polypropylene, 60"D-93 504.00$ LFPipe, Polypropylene, 72"D-94 625.00$ LFCulvert, DI, 6"D-95 70.00$ LFCulvert, DI, 8"D-96 101.00$ LFCulvert, DI, 12"D-97 121.00$ LF 65 7,865.00Culvert, DI, 15"D-98 148.00$ LFCulvert, DI, 18"D-99 175.00$ LFCulvert, DI, 24"D-100 200.00$ LFCulvert, DI, 30"D-101 227.00$ LFCulvert, DI, 36"D-102 252.00$ LFCulvert, DI, 48"D-103 279.00$ LFCulvert, DI, 54"D-104 305.00$ LFCulvert, DI, 60"D-105 331.00$ LFCulvert, DI, 72"D-106 357.00$ LF
SUBTOTAL THIS PAGE:7,865.00(B)(C)(D)(E)Specialty Drainage ItemsDitching SD-1 10.90$ CYFlow Dispersal Trench (1,436 base+)SD-3 32.00$ LF 50 3,036.00French Drain (3' depth)SD-4 30.00$ LFGeotextile, laid in trench, polypropylene SD-5 3.40$ SYMid-tank Access Riser, 48" dia, 6' deep SD-6 2,300.00$ EachPond Overflow Spillway SD-7 18.25$ SYRestrictor/Oil Separator, 12"SD-8 1,320.00$ EachRestrictor/Oil Separator, 15"SD-9 1,550.00$ EachRestrictor/Oil Separator, 18"SD-10 1,950.00$ EachRiprap, placed SD-11 48.20$ CYTank End Reducer (36" diameter)SD-12 1,375.00$ EachInfiltration pond testing SD-13 143.00$ HRPermeable Pavement SD-14Permeable Concrete Sidewalk SD-15Culvert, Box __ ft x __ ft SD-16
SUBTOTAL SPECIALTY DRAINAGE ITEMS:3,036.00(B)(C)(D)(E)STORMWATER FACILITIES (Include Flow Control and Water Quality Facility Summary Sheet and Sketch)
Detention Pond SF-1 Each Detention Tank SF-2 Each Detention Vault SF-3 Each Infiltration Pond SF-4 Each Infiltration Tank SF-5 Each Infiltration Vault SF-6 Each Infiltration Trenches SF-7 Each Basic Biofiltration Swale SF-8 Each Wet Biofiltration Swale SF-9 Each
Wetpond SF-10 Each Wetvault SF-11 Each Sand Filter SF-12 Each Sand Filter Vault SF-13 Each Linear Sand Filter SF-14 Each Proprietary Facility SF-15 Each Bioretention Facility SF-16 Each
SUBTOTAL STORMWATER FACILITIES:(B)(C)(D)(E)WRITE-IN-ITEMS (INCLUDE ON-SITE BMPs)
WI-1WI-2WI-3WI-4WI-5WI-6WI-7WI-8WI-9WI-10WI-11WI-12WI-13WI-14WI-15
SUBTOTAL WRITE-IN ITEMS:
DRAINAGE AND STORMWATER FACILITIES SUBTOTAL:15,415.00 7,611.00
SALES TAX @ 10.3%1,587.75 783.93
DRAINAGE AND STORMWATER FACILITIES TOTAL:17,002.75 8,394.93(B)(C)(D)(E)
SITE IMPROVEMENT BOND QUANTITY WORKSHEET
FOR DRAINAGE AND STORMWATER FACILITIES
Quantity Remaining (Bond Reduction) (B)(C)
Page 1 of 1Ref 8-H Bond Quantity Worksheet SECTION II.c DRAINAGE Version: 4/1/2024Printed
CED Permit #:
Existing Future Public Private
Right-of-Way Improvements Improvements
(D) (E)
Description No. Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost
Connection to Existing Watermain W-1 3,400.00$ Each
Ductile Iron Watermain, CL 52, 4 Inch Diameter W-2 58.00$ LF
Ductile Iron Watermain, CL 52, 6 Inch Diameter W-3 65.00$ LF
Ductile Iron Watermain, CL 52, 8 Inch Diameter W-4 75.00$ LF
Ductile Iron Watermain, CL 52, 10 Inch Diameter W-5 80.00$ LF
Ductile Iron Watermain, CL 52, 12 Inch Diameter W-6 145.00$ LF
Gate Valve, 4 inch Diameter W-7 1,225.00$ Each
Gate Valve, 6 inch Diameter W-8 1,350.00$ Each
Gate Valve, 8 Inch Diameter W-9 1,550.00$ Each
Gate Valve, 10 Inch Diameter W-10 2,100.00$ Each
Gate Valve, 12 Inch Diameter W-11 2,500.00$ Each
Fire Hydrant Assembly W-12 5,000.00$ Each
Permanent Blow-Off Assembly W-13 1,950.00$ Each
Air-Vac Assembly, 2-Inch Diameter W-14 3,050.00$ Each
Air-Vac Assembly, 1-Inch Diameter W-15 1,725.00$ Each
Compound Meter Assembly 3-inch Diameter W-16 9,200.00$ Each
Compound Meter Assembly 4-inch Diameter W-17 10,500.00$ Each
Compound Meter Assembly 6-inch Diameter W-18 11,500.00$ Each
Pressure Reducing Valve Station 8-inch to 10-inch W-19 23,000.00$ Each
WATER SUBTOTAL:
SALES TAX @ 10.3%
WATER TOTAL:
(B)(C)(D)(E)
SITE IMPROVEMENT BOND QUANTITY WORKSHEET
FOR WATER
Quantity Remaining
(Bond Reduction)
(B)(C)
Page 1 of 1
Ref 8-H Bond Quantity Worksheet SECTION II.d WATER
Version: 4/1/2024
Printed
CED Permit #:
Existing Future Public Private
Right-of-Way Improvements Improvements
(D) (E)
Description No. Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost
Clean Outs SS-1 1,150.00$ Each 1 1,150.00
Grease Interceptor, 500 gallon SS-2 9,200.00$ Each
Grease Interceptor, 1000 gallon SS-3 11,500.00$ Each
Grease Interceptor, 1500 gallon SS-4 17,200.00$ Each
Side Sewer Pipe, PVC. 4 Inch Diameter SS-5 92.00$ LF 33 3,036.00
Side Sewer Pipe, PVC. 6 Inch Diameter SS-6 110.00$ LF 7 770.00
Sewer Pipe, PVC, 8 inch Diameter SS-7 120.00$ LF
Sewer Pipe, PVC, 12 Inch Diameter SS-8 144.00$ LF
Sewer Pipe, DI, 8 inch Diameter SS-9 130.00$ LF
Sewer Pipe, DI, 12 Inch Diameter SS-10 150.00$ LF
Manhole, 48 Inch Diameter SS-11 6,900.00$ Each
Manhole, 54 Inch Diameter SS-13 6,800.00$ Each
Manhole, 60 Inch Diameter SS-15 7,600.00$ Each
Manhole, 72 Inch Diameter SS-17 10,600.00$ Each
Manhole, 96 Inch Diameter SS-19 16,000.00$ Each
Pipe, C-900, 12 Inch Diameter SS-21 205.00$ LF
Outside Drop SS-24 1,700.00$ LS
Inside Drop SS-25 1,150.00$ LS
Sewer Pipe, PVC, ____ Inch Diameter SS-26
Lift Station (Entire System)SS-27 LS
SANITARY SEWER SUBTOTAL:770.00 4,186.00
SALES TAX @ 10.3%79.31 431.16
SANITARY SEWER TOTAL:849.31 4,617.16
(B)(C)(D)(E)
SITE IMPROVEMENT BOND QUANTITY WORKSHEET
FOR SANITARY SEWER
Quantity Remaining
(Bond Reduction)
(B)(C)
Page 1 of 1
Ref 8-H Bond Quantity Worksheet SECTION II.e SANITARY SEWER
Version: 4/1/2024
Printed
1055 South Grady Way – 6th Floor | Renton, WA 98057 (425) 430-7200
Date:
Name:Project Name:
PE Registration No:CED Plan # (LUA):
Firm Name:CED Permit # (C):
Firm Address:Site Address:
Phone No.Parcel #(s):
Email Address:Project Phase:
Site Restoration/Erosion Sediment Control Subtotal (a)
Existing Right-of-Way Improvements Subtotal (b)(b)8,266.43$
Future Public Improvements Subtotal (c)-$
Stormwater & Drainage Facilities (Public & Private) Subtotal (d)(d)25,397.68$
(e)
(f)
Site Restoration
Existing Right-of-Way and Storm Drainage Improvements
Maintenance Bond 6,732.82$
Bond Reduction2
Construction Permit Bond Amount 3
Minimum Bond Amount is $10,000.00
1 Estimate Only - May involve multiple and variable components, which will be established on an individual basis by Development Engineering.
2 The City of Renton allows one request only for bond reduction prior to the maintenance period. Reduction of not more than 70% of the original bond amount, provided that the remaining 30% will
cover all remaining items to be constructed.
3 Required Bond Amounts are subject to review and modification by Development Engineering.
* Note: The word BOND as used in this document means any financial guarantee acceptable to the City of Renton.
** Note: All prices include labor, equipment, materials, overhead, profit, and taxes.
(206) 470-9572
info@interlakenengineering.com
Gill Single Family Residence
551 Orcas Ave NE, Renton
273920-0110
FOR APPROVAL
7001 Seaview Ave NW, Suite 160-388, Seattle
43,842.98$
P
(a) x 100%
SITE IMPROVEMENT BOND QUANTITY WORKSHEET
BOND CALCULATIONS
2025-07-11
Matthew Haringa
55763
Interlaken Engineering and Design
R
((b x 150%) + (d x 100%))
S
(e) x 150% + (f) x 100%
Bond Reduction: Existing Right-of-Way Improvements (Quantity
Remaining)2
Bond Reduction: Stormwater & Drainage Facilities (Quantity
Remaining)2
T
(P +R - S)
Prepared by:Project Information
CONSTRUCTION BOND AMOUNT */**
(prior to permit issuance)
EST1
((b) + (c) + (d)) x 20%
-$
MAINTENANCE BOND */**
(after final acceptance of construction)
6,045.65$
8,266.43$
37,797.33$
6,045.65$
-$
25,397.68$
-$
Page 1 of 1
Ref 8-H Bond Quantity Worksheet SECTION III. BOND WORKSHEET
Version: 4/1/2024
Printed