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HomeMy WebLinkAboutB22003956 V1 Honey Dew ES - Surety - Bond Quantity Worksheet - 221111BOND 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.
1055 South Grady Way – 6th Floor | Renton, WA 98057 (425) 430-7200
•
•
Section I: Project Information
•
•
•
Section II: Bond Quantities Worksheets
•
•
•
•
•
•
•
Section III. Bond Worksheet
•
(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 includes all pertinent information for the project
This section must be completed in its entirety
Information from this section auto-populates to all other relevant areas of the workbook
Section II contains a separate spreadsheet TAB for each of the following specialties:
•
•
•
•
•
Complete the 'Quantity' columns for each of the appropriate section(s). Include existing Right-of-Way (ROW), Future Public Improvements and Private Improvements.
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.
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.
All unit prices include labor, equipment, materials, overhead, profit, and taxes.
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.
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
SITE IMPROVEMENT BOND QUANTITY WORKSHEET
PROJECT INFORMATION
1055 South Grady Way – 6th Floor | Renton, WA 98057 (425) 430-7200
Date Prepared:
Prepared by:
Name:
PE Registration No:
Firm Name:
Firm Address:
Phone No.
Email Address:
Project Location and Description
Project Name:
CED Plan # (LUA):
CED Permit # (C):
Site Address:
Street Intersection:
Parcel #(s):
Abbreviated Legal Description:
Clearing and Grading
Clearing and grading greater than or equal to 5,000 board feet of timber?
Yes/No:
If Yes, Provide Forest Practice Permit #:
Estimated Civil Construction Permit - Construction Costs2
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.
Water
Wastewater (Sanitary Sewer)
Stormwater (Drainage)
Roadway (Erosion Control + Transportation)
Total Estimated Construction Costs
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
2 All prices include labor, equipment, materials, overhead, profit, and taxes. City of Renton Sales Tax is:
FOR APPROVAL
FOR CONSTRUCTION
PROJECT CLOSEOUT
NO
CITY OF RENTON
CEDAR RIVER WATER AND SEWER
COAL CREEK UTILITY DISTRICT
KC WATER DISTRICT 90
SKYWAY WATER AND SEWER DISTRICT
SOOS CREEK WATER & SEWER
CITY OF TUKWILA
CITY OF KENT
OTHER
11/8/2022
Alan Jacobson
43667
Jacobson Consulting Engineers
255 S King ST, Suite 800, Seattle, WA 98104
(206) 426-2600
alan@jacobsonengineers.com
Honey Dew ES - Saftey Upgrades
##-######
B22003956
800 Union Ave, Renton, WA 98059
Union Ave & NE 8th ST
1023059007, 1023059121
S 1/2 OF S 1/2 OF SW 1/4 OF NW 1/4 LESS W 30 FT & S 30 FT FOR RD DEED 2001016000504 LESS RD PER DEED 20081204000075 (Parcel 1023059007) S 110 FT OF N 1/2 OF S 1/2 OF SW 1/4 OF NW 1/4 LESS CO RD
(Parcel 1023059121)
N/A
A
B
C
D
E
A + B + C + D
YES
NO
Project Phase 1
Engineer Stamp Required
(all cost estimates must have original wet stamp and signature)
Project Owner Information
Project Owner:
Phone:
Address:
Addt'l Project Owner:
Phone:
Address:
Utility Providers
Water Service Provided by:
Sewer Service Provided by:
0
0
1101
616488.0497
617589.0497
0.101
Mike Cato c/o Rent School District
(206) 643-2887
7812 South 124th Street
Seattle, WA 98178-4830
Additional Project Owner
Phone
Address
City, State, Zip
FOR APPROVAL
CITY OF RENTON
CITY OF RENTON
SITE IMPROVEMENT BOND QUANTITY WORKSHEET
FOR EROSION & SEDIMENT CONTROL
CED Permit #:B22003956
Description
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'x1'
Rock Construction Entrance, 100'x15'x1'
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
WRITE-IN-ITEMS
Straw Wattles
No.
ESC-1
ESC-2
ESC-3
ESC-4
ESC-5
ESC-6
ESC-7
ESC-8
ESC-9
ESC-10
ESC-11
ESC-12
ESC-13
ESC-14
ESC-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
Reference #
SWDM 5.4.6.3
WSDOT 9-03.9(3)
SWDM 5.4.3.1
SWDM 5.4.2.4
SWDM 5.4.2.2
SWDM 5.4.2.1
SWDM 5.4.2.1
SWDM 5.4.2.3
WSDOT 9-13.1(2)
SWDM 5.4.4.1
SWDM 5.4.4.1
SWDM 5.4.5.2
SWDM 5.4.5.1
SWDM 5.4.5.1
SWDM 5.4.2.4
SWDM 5.4.2.5
SWDM 5.4.2.5
SWDM 5.4.7
Reference #
SWDM D.2.1.2.5
Unit
Price
7.5
90
145
110
10.5
2.3
5
1.75
3
0.6
0.9
1.15
4
2
2.9
2.3
13.75
16
20.5
4.6
51
2050
3675
2525
22
80
1.15
9.2
11.5
125
160
Unit
Price
4
Unit
CY
Each
Each
CY
CY
CY
LF
LF
SY
Each
SY
LF
SY
LF
SY
SY
LF
LF
LF
SY
CY
Each
Each
Each
LF
LF
SY
SY
SY
HR
HR
Unit
LF
0
EROSION/SEDIMENT SUBTOTAL:
SALES TAX @ 10.1%
EROSION/SEDIMENT TOTAL:
(A)
Quantity
12
240
8
Quantity
1720
Cost
1740
420
1000
Cost
6880
10040
1014.04
11054.04
(A)
SITE IMPROVEMENT BOND QUANTITY WORKSHEET
FOR STREET AND SITE IMPROVEMENTS
CED Permit #:B22003956
Description
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
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
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, rockery
ROAD IMPROVEMENT/PAVEMENT/SURFACING
AC Grinding, 4' wide machine < 1000sy
AC Grinding, 4' wide machine 1000-2000sy
AC Grinding, 4' wide machine > 2000sy
AC Removal/Disposal
Barricade, Type III ( Permanent )
Guard Rail
Curb & Gutter, rolled
Curb & Gutter, vertical
Curb and Gutter, demolition and disposal
Curb, extruded asphalt
Curb, extruded concrete
Sawcut, asphalt, 3" depth
Sawcut, concrete, per 1" depth
Sealant, asphalt
Shoulder, gravel, 4" thick
Sidewalk, 4" thick
Sidewalk, 4" thick, demolition and disposal
Sidewalk, 5" thick
Sidewalk, 5" thick, demolition and disposal
Sign, Handicap
Striping, per stall
Striping, thermoplastic, ( for crosswalk )
Striping, 4" reflectorized line
Additional 2.5" Crushed Surfacing
HMA 1/2" Overlay 1.5"
HMA 1/2" Overlay 2"
HMA Road, 2", 4" rock, First 2500 SY
HMA Road, 2", 4" rock, Qty. over 2500SY
HMA Road, 4", 6" rock, First 2500 SY
HMA Road, 4", 6" rock, Qty. over 2500 SY
HMA Road, 4", 4.5" ATB
Gravel Road, 4" rock, First 2500 SY
Gravel Road, 4" rock, Qty. over 2500 SY
Thickened Edge
PARKING LOT SURFACING
2" AC, 2" top course rock & 4" borrow
2" AC, 1.5" top course & 2.5" base course
4" select borrow
1.5" top course rock & 2.5" base course
LANDSCAPING & VEGETATION
Street Trees
Median Landscaping
Right-of-Way Landscaping
Wetland Landscaping
TRAFFIC & LIGHTING
Signs
Street Light System ( # of Poles)
Traffic Signal
Traffic Signal Modification
WRITE-IN-ITEMS
ADA Ramps
Sealcoat Parking Lot
Wheel Stops
No.
GI-1
GI-2
GI-3
GI-4
GI-5
GI-6
GI-7
GI-8
GI-9
GI-10
GI-11
GI-12
GI-13
GI-14
GI-15
GI-16
GI-17
GI-18
GI-19
GI-20
GI-21
GI-22
GI-23
GI-24
GI-25
GI-26
GI-27
GI-28
GI-29
GI-30
GI-31
GI-32
GI-33
RI-1
RI-2
RI-3
RI-4
RI-5
RI-6
RI-7
RI-8
RI-9
RI-10
RI-11
RI-12
RI-13
RI-14
RI-15
RI-16
RI-17
RI-18
RI-19
RI-20
RI-21
RI-22
RI-23
RI-24
RI-25
RI-26
RI-27
RI-28
RI-29
RI-30
RI-31
RI-32
RI-33
RI-34
No.
PL-1
PL-2
PL-3
PL-4
No.
LA-1
LA-2
LA-3
LA-4
No.
TR-1
TR-2
TR-3
TR-4
WI-1
WI-2
WI-3
Unit Price
7
10.25
1.15
275
520
11475
2.3
5.75
23
44
23
1600
28.75
31
44.75
74.5
103.25
172
2.9
2.3
1025
8
9.25
975
2050
32.75
137.75
9.15
10.25
13.75
5.75
63
17.25
Unit Price
34.5
18.25
11.5
40
64.25
34.5
19.5
14.25
20.5
6.25
8
3
5
2.25
17.25
43.5
37
47
46
97
8
3.5
0.55
4.15
16
20.75
32.25
24
51.75
42.5
43.5
17.25
11.5
10
24
32
5.75
16
1500
0.85
250
Unit
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
SUBTOTAL THIS PAGE:
Unit
SY
SY
SY
SY
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
SY
SY
SY
SY
SY
Each
Each
SF
LF
SY
SY
SY
SY
SY
SY
SY
SY
SY
SY
LF
SUBTOTAL THIS PAGE:
SY
SY
SY
SY
SUBTOTAL PARKING LOT SURFACING:
SUBTOTAL LANDSCAPING & VEGETATION:
SUBTOTAL TRAFFIC & LIGHTING:
EA
SF
EA
SUBTOTAL WRITE-IN ITEMS:
STREET AND SITE IMPROVEMENTS SUBTOTAL:
SALES TAX @ 10.1%
STREET AND SITE IMPROVEMENTS TOTAL:
Existing
Right-of-Way
(B)
Quant.
Quant.
Cost
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
(B)
Price
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
(B)
0
0
0
0
0
(B)
0
0
0
0
0
(B)
0
0
0
0
0
(B)
0
0
0
0
0
0
0
(B)
Future Public
Improvements
(C)
Quant.
Quant.
Cost
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
(C)
Price
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
(C)
0
0
0
0
0
(C)
0
0
0
0
0
(C)
0
0
0
0
0
(C)
0
0
0
0
0
0
0
(C)
Private
Improvements
(D)
Quant.
12
6
50
25
28617
28617
23175
1436
Quant.
711
40
55
1545
267
1430
600
735
2
64
500
200
80
2
35975
7
Cost
0
0
0
3300
3120
0
115
0
0
0
0
0
718.75
0
0
0
0
0
82989.3
65819.1
0
0
214368.75
0
0
47029
0
0
0
0
0
0
0
417459.9
(D)
Price
0
0
0
28440
0
0
0
570
1127.5
0
0
4635
1335
3217.5
0
26100
27195
0
0
194
512
1750
110
0
0
0
0
0
0
0
0
0
0
0
95186
(D)
1920
0
0
0
1920
(D)
0
0
0
0
0
(D)
0
0
0
0
0
(D)
3000
30578.75
1750
35328.75
549894.65
55539.35965
605434.00965
(D)
Quantity Remaining
(Bond Reduction)
(E)
Quant.
Quant.
Complete
Cost
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
(E)
Price
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
(E)
0
0
0
0
0
(E)
0
0
0
0
0
(E)
0
0
0
0
0
(E)
0
0
0
0
0
0
0
(E)
SITE IMPROVEMENT BOND QUANTITY WORKSHEET
FOR DRAINAGE AND STORMWATER FACILITIES
CED Permit #:B22003956
Description
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
* (CBs include frame and lid)
Beehive
Through-curb Inlet Framework
CB Type I
CB Type IL
CB Type II, 48" diameter
for additional depth over 4'
CB Type II, 54" diameter
for additional depth over 4'
CB Type II, 60" diameter
for additional depth over 4'
CB Type II, 72" diameter
for additional depth over 4'
CB Type II, 96" diameter
for additional depth over 4'
Trash Rack, 12"
Trash Rack, 15"
Trash Rack, 18"
Trash Rack, 21"
Cleanout, PVC, 4"
Cleanout, PVC, 6"
Cleanout, PVC, 8"
Culvert, PVC, 4"
Culvert, PVC, 6"
Culvert, PVC, 8"
Culvert, PVC, 12"
Culvert, PVC, 15"
Culvert, PVC, 18"
Culvert, PVC, 24"
Culvert, PVC, 30"
Culvert, PVC, 36"
Culvert, CMP, 8"
Culvert, CMP, 12"
DRAINAGE (Continued)
Culvert, CMP, 15"
Culvert, CMP, 18"
Culvert, CMP, 24"
Culvert, CMP, 30"
Culvert, CMP, 36"
Culvert, CMP, 48"
Culvert, CMP, 60"
Culvert, CMP, 72"
Culvert, Concrete, 8"
Culvert, Concrete, 12"
Culvert, Concrete, 15"
Culvert, Concrete, 18"
Culvert, Concrete, 24"
Culvert, Concrete, 30"
Culvert, Concrete, 36"
Culvert, Concrete, 42"
Culvert, Concrete, 48"
Culvert, CPE Triple Wall, 6"
Culvert, CPE Triple Wall, 8"
Culvert, CPE Triple Wall, 12"
Culvert, CPE Triple Wall, 15"
Culvert, CPE Triple Wall, 18"
Culvert, CPE Triple Wall, 24"
Culvert, CPE Triple Wall, 30"
Culvert, CPE Triple Wall, 36"
Culvert, LCPE, 6"
Culvert, LCPE, 8"
Culvert, LCPE, 12"
Culvert, LCPE, 15"
Culvert, LCPE, 18"
Culvert, LCPE, 24"
Culvert, LCPE, 30"
Culvert, LCPE, 36"
Culvert, LCPE, 48"
Culvert, LCPE, 54"
DRAINAGE (Continued)
Culvert, LCPE, 60"
Culvert, LCPE, 72"
Culvert, HDPE, 6"
Culvert, HDPE, 8"
Culvert, HDPE, 12"
Culvert, HDPE, 15"
Culvert, HDPE, 18"
Culvert, HDPE, 24"
Culvert, HDPE, 30"
Culvert, HDPE, 36"
Culvert, HDPE, 48"
Culvert, HDPE, 54"
Culvert, HDPE, 60"
Culvert, HDPE, 72"
Pipe, Polypropylene, 6"
Pipe, Polypropylene, 8"
Pipe, Polypropylene, 12"
Pipe, Polypropylene, 15"
Pipe, Polypropylene, 18"
Pipe, Polypropylene, 24"
Pipe, Polypropylene, 30"
Pipe, Polypropylene, 36"
Pipe, Polypropylene, 48"
Pipe, Polypropylene, 54"
Pipe, Polypropylene, 60"
Pipe, Polypropylene, 72"
Culvert, DI, 6"
Culvert, DI, 8"
Culvert, DI, 12"
Culvert, DI, 15"
Culvert, DI, 18"
Culvert, DI, 24"
Culvert, DI, 30"
Culvert, DI, 36"
Culvert, DI, 48"
Culvert, DI, 54"
Culvert, DI, 60"
Culvert, DI, 72"
Specialty Drainage Items
Ditching
Flow Dispersal Trench (1,436 base+)
French Drain (3' depth)
Geotextile, laid in trench, polypropylene
Mid-tank Access Riser, 48" dia, 6' deep
Pond Overflow Spillway
Restrictor/Oil Separator, 12"
Restrictor/Oil Separator, 15"
Restrictor/Oil Separator, 18"
Riprap, placed
Tank End Reducer (36" diameter)
Infiltration pond testing
Permeable Pavement
Permeable Concrete Sidewalk
Culvert, Box __ ft x __ ft
STORMWATER FACILITIES (Include Flow Control and Water Quality Facility Summary Sheet and Sketch)
Detention Pond
Detention Tank
Detention Vault
Infiltration Pond
Infiltration Tank
Infiltration Vault
Infiltration Trenches
Basic Biofiltration Swale
Wet Biofiltration Swale
Wetpond
Wetvault
Sand Filter
Sand Filter Vault
Linear Sand Filter
Proprietary Facility
Bioretention Facility
WRITE-IN-ITEMS (INCLUDE ON-SITE BMPs)
Replace CB Grate to be ADA Compliant
No.
D-1
D-2
D-3
D-4
D-5
D-6
D-7
D-8
D-9
D-10
D-11
D-12
D-13
D-14
D-15
D-16
D-17
D-18
D-19
D-20
D-21
D-22
D-23
D-24
D-25
D-26
D-27
D-28
D-29
D-30
D-31
D-32
D-33
D-34
D-35
D-36
D-37
D-38
D-39
D-40
D-41
D-42
D-43
D-44
D-45
D-46
D-47
D-48
D-49
D-50
D-51
D-52
D-53
D-54
D-55
D-56
D-57
D-58
D-59
D-60
D-61
D-62
D-63
D-64
D-65
D-66
D-67
D-68
D-69
D-70
D-71
D-72
D-73
D-74
D-75
D-76
D-77
D-78
D-79
D-80
D-81
D-82
D-83
D-84
D-85
D-86
D-87
D-88
D-89
D-90
D-91
D-92
D-93
D-94
D-95
D-96
D-97
D-98
D-99
D-100
D-101
D-102
D-103
D-104
D-105
D-106
SD-1
SD-3
SD-4
SD-5
SD-6
SD-7
SD-8
SD-9
SD-10
SD-11
SD-12
SD-13
SD-14
SD-15
SD-16
SF-1
SF-2
SF-3
SF-4
SF-5
SF-6
SF-7
SF-8
SF-9
SF-10
SF-11
SF-12
SF-13
SF-14
SF-15
SF-16
WI-1
WI-2
WI-3
WI-4
WI-5
WI-6
WI-7
WI-8
WI-9
WI-10
WI-11
WI-12
WI-13
WI-14
WI-15
Unit Price
30
103
460
1725
2000
3500
550
4075
570
4225
690
6900
975
16000
1050
400
470
550
630
170
195
230
11.5
15
17
26
40
47
65
90
150
22
33
Unit Price
40
47
64
90
150
218
310
400
48
55
89
100
120
145
175
200
235
16
18
27
40
47
64
90
149
69
83
96
110
124
138
151
165
179
193
206
220
48
60
85
122
158
254
317
380
443
506
570
632
96
100
100
103
106
119
136
185
260
381
504
625
70
101
121
148
175
200
227
252
279
305
331
357
10.9
32
30
3.4
2300
18.25
1320
1550
1950
48.2
1375
143
1000
Unit
SY
Each
Each
Each
Each
Each
FT
Each
FT
Each
FT
Each
FT
Each
FT
Each
Each
Each
Each
Each
Each
Each
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
SUBTOTAL THIS PAGE:
Unit
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
SUBTOTAL THIS PAGE:
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
SUBTOTAL THIS PAGE:
CY
LF
LF
SY
Each
SY
Each
Each
Each
CY
Each
HR
SUBTOTAL SPECIALTY DRAINAGE ITEMS:
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
SUBTOTAL STORMWATER FACILITIES:
EA
SUBTOTAL WRITE-IN ITEMS:
DRAINAGE AND STORMWATER FACILITIES SUBTOTAL:
SALES TAX @ 10.1%
DRAINAGE AND STORMWATER FACILITIES TOTAL:
Existing
Right-of-Way
(B)
Quant.
Quant.
Cost
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
(B)
Price
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
(B)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
(B)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
(B)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
(B)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
(B)
Future Public
Improvements
(C)
Quant.
Quant.
Cost
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
(C)
Price
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
(C)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
(C)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
(C)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
(C)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
(C)
Private
Improvements
(D)
Quant.
Quant.
1
Cost
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
(D)
Price
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
(D)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
(D)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
(D)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
(D)
1000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1000
1000
101
1101
(D)
Quantity Remaining
(Bond Reduction)
(E)
Quant.
Quant.
Complete
Cost
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
(E)
Price
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
(E)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
(E)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
(E)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
(E)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
(E)
Actual/Estimated Construction Costs
Unit Price
26
90
400
1500
1750
2300
480
2500
495
2800
600
3600
850
3600
850
350
410
480
550
150
170
200
10
13
15
23
35
41
56
78
130
19
29
35
41
56
78
130
190
270
350
42
48
78
48
78
125
150
175
205
14
16
24
35
41
56
78
130
14
16
24
35
41
56
78
130
41
56
78
130
14
16
24
35
41
56
78
130
41
56
78
130
14
16
24
35
41
56
78
130
41
56
78
130
14
16
24
35
41
56
78
130
41
56
78
130
9.5
28
26
3
2000
16
1150
1350
1700
42
1200
125
1200
1200
Unit
Each
Each
Each
FEET
Each
LF
LF
LF
LF
LF
LS
Each
FEET
Each
FEET
Each
Each
Each
Each
Each
Each
FEET
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
FEET
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Drainage
Totals
(D-T)
Quant.
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
Cost
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Drainage Totals
Drainage Totals
SITE IMPROVEMENT BOND QUANTITY WORKSHEET
FOR WATER
CED Permit #:B22003956
Description
Connection to Existing Watermain
Ductile Iron Watermain, CL 52, 4 Inch Diameter
Ductile Iron Watermain, CL 52, 6 Inch Diameter
Ductile Iron Watermain, CL 52, 8 Inch Diameter
Ductile Iron Watermain, CL 52, 10 Inch Diameter
Ductile Iron Watermain, CL 52, 12 Inch Diameter
Gate Valve, 4 inch Diameter
Gate Valve, 6 inch Diameter
Gate Valve, 8 Inch Diameter
Gate Valve, 10 Inch Diameter
Gate Valve, 12 Inch Diameter
Fire Hydrant Assembly
Permanent Blow-Off Assembly
Air-Vac Assembly, 2-Inch Diameter
Air-Vac Assembly, 1-Inch Diameter
Compound Meter Assembly 3-inch Diameter
Compound Meter Assembly 4-inch Diameter
Compound Meter Assembly 6-inch Diameter
Pressure Reducing Valve Station 8-inch to 10-inch
No.
W-1
W-2
W-3
W-4
W-5
W-6
W-7
W-8
W-9
W-10
W-11
W-12
W-13
W-14
W-15
W-16
W-17
W-18
W-19
Unit Price
3400
58
65
75
80
145
1225
1350
1550
2100
2500
5000
1950
3050
1725
9200
10500
11500
23000
Unit
Each
LF
LF
LF
LF
LF
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
WATER SUBTOTAL:
SALES TAX @ 10.1%
WATER TOTAL:
Existing
Right-of-Way
(B)
Quant.
Cost
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
(B)
Future Public
Improvements
(C)
Quant.
Cost
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
(C)
Private
Improvements
(D)
Quant.
Cost
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
(D)
Quantity Remaining
(Bond Reduction)
(E)
Quant.
Cost
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
(E)
Actual/Estimated Construction Costs
Unit Price
2000
65
65
85
103
125
125
250
380
425
500
3000
2500
6000
7500
12000
3800
4200
350
Unit
Each
Each
Each
Each
LF
LF
LF
LF
LF
LF
LS
Each
FEET
Each
FEET
Each
FEET
Each
Each
Water
Totals
(W-T)
Quant.
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Cost
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Water Total
SITE IMPROVEMENT BOND QUANTITY WORKSHEET
FOR SANITARY SEWER
CED Permit #:B22003956
Description
Clean Outs
Grease Interceptor, 500 gallon
Grease Interceptor, 1000 gallon
Grease Interceptor, 1500 gallon
Side Sewer Pipe, PVC. 4 Inch Diameter
Side Sewer Pipe, PVC. 6 Inch Diameter
Sewer Pipe, PVC, 8 inch Diameter
Sewer Pipe, PVC, 12 Inch Diameter
Sewer Pipe, DI, 8 inch Diameter
Sewer Pipe, DI, 12 Inch Diameter
Manhole, 48 Inch Diameter
Manhole, 54 Inch Diameter
Manhole, 60 Inch Diameter
Manhole, 72 Inch Diameter
Manhole, 96 Inch Diameter
Pipe, C-900, 12 Inch Diameter
Outside Drop
Inside Drop
Sewer Pipe, PVC, ____ Inch Diameter
Lift Station (Entire System)
No.
SS-1
SS-2
SS-3
SS-4
SS-5
SS-6
SS-7
SS-8
SS-9
SS-10
SS-11
SS-13
SS-15
SS-17
SS-19
SS-21
SS-24
SS-25
SS-26
SS-27
Unit Price
1150
9200
11500
17200
92
110
120
144
130
150
6900
6800
7600
10600
16000
205
1700
1150
Unit
Each
Each
Each
Each
LF
LF
LF
LF
LF
LF
Each
Each
Each
Each
Each
LF
LS
LS
LS
SANITARY SEWER SUBTOTAL:
SALES TAX @ 10.1%
SANITARY SEWER TOTAL:
Existing
Right-of-Way
(B)
Quant.
Cost
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
(B)
Future Public
Improvements
(C)
Quant.
Cost
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
(C)
Private
Improvements
(D)
Quant.
Cost
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
(D)
Quantity Remaining
(Bond Reduction)
(E)
Quant.
Cost
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
(E)
Actual/Estimated Construction Costs
Unit Price
500
6000
10000
15000
8
12
33
41
33
41
3000
3500
3700
4000
5000
90
Unit
Each
Each
Each
Each
LF
LF
LF
LF
LF
LF
Each
Each
Each
Each
Each
LF
LS
LS
LF
LS
Sanitary Sewer
Totals
(SS-T)
Quant.
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Cost
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Total Sewer Costs
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
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.
SITE IMPROVEMENT BOND QUANTITY WORKSHEET
BOND CALCULATIONS
1055 South Grady Way – 6th Floor | Renton, WA 98057 (425) 430-7200
Date:
Prepared by:
Name:
PE Registration No:
Firm Name:
Firm Address:
Phone No.
Email Address:
Site Restoration/Erosion Sediment Control Subtotal
Existing Right-of-Way Improvements Subtotal
Future Public Improvements Subtotal
Stormwater & Drainage Facilities (Public & Private) Subtotal
Bond Reduction: Existing Right-of-Way Improvements (Quantity Remaining)2
Bond Reduction: Stormwater & Drainage Facilities (Quantity Remaining)2
Site Restoration
Existing Right-of-Way and Storm Drainage Improvements
Maintenance Bond
Bond Reduction2
Construction Permit Bond Amount 3
cover all remaining items to be constructed.
11/8/2022
Alan Jacobson
43667
Jacobson Consulting Engineers
255 S King ST, Suite 800, Seattle, WA 98104
(206) 426-2600
alan@jacobsonengineers.com
CONSTRUCTION BOND AMOUNT */**
(prior to permit issuance)
(a)
(b)
(d)
(e)
(f)
P
(a) x 100%
R
((b x 150%) + (d x 100%))
S
(e) x 150% + (f) x 100%
T
(P +R - S)
11054.04
0
1101
0
0
11054.04
1101
0
12155.04
Project Information
Project Name:
CED Plan # (LUA):
CED Permit # (C):
Site Address:
Parcel #(s):
Project Phase:
Minimum Bond Amount is $10,000.00
Honey Dew ES - Saftey Upgrades
##-######
B22003956
800 Union Ave, Renton, WA 98059
1023059007, 1023059121
FOR APPROVAL
MAINTENANCE BOND */**
(after final acceptance of construction)
(b)
(c)
(d)
EST1
((b) + (c) + (d)) x 20%
0
0
1101
220.2