APPROVED ENG RESUB4 BLD2023-0692+BOND QUANTITY WORKSHEET+11.23.2024_9.41.01_AM+4636167RESUB
Nov 25 2024
CITY OF Site Improvement Bond Quantitv Worksheet S15 Web date: 04/03/2015
DEVELOPMENT SERVICES
DEPARTMENT
King County
Department of Permitting & Environmental Review
35030 SE Douglas Street, Suite 210
Snoqualmie, Washington 98065-9266
206-296-6600 TTY Relay 711
Project Name:
Edmonds Greenhill (BLD2023-0692 )
Location: 7103 2101h St SW Edmonds WA 98026
Clearing greater than or equal to 5,000 board feet of timber?
yes no
If yes,
Forest Practice Permit Number:
(RCW 76.09)
For alternate formats, call 206-296-6600.
Date: 11-19-2024
Project No.: BLD2023-0692
Activity No.:
Note: All prices include labor, equipment, materials, overhead and
profit. Prices are from IRS Means data adjusted for the Seattle area
or from local sources if not included in the IRS Means database.
PERFORMANCE BOND AMOUNT:
$34,469.50 x 120% = $41,363.40
FUTURE MAINTENANCE BOND
AMOUNT:
$41,363.40 x 15% = $6,204.51
INSPECTION FEES:
$97,829.60 x 3.3% = $3,228.38
ENGINEERING DIVISION
APPROVED AS NOTED
��TD12/13/2024
Unit prices updated: 3/2/2015
bond worksheet BLD2023-0692 11-20-2024.xls Version: 3/2/2015
Report Date: 11 /23/2024
Site Imarovement Bond Quantitv Worksheet S15 Web date: 04/03/2015
Page 1 of 9
Reference #
Unit
Price
Unit
Quantity
# of
Applications
Cost
EROSION/SEDIM NT CONTROL
Number
Backfill & compaction -embankment
ESC-1
$ 6.00
CY
100
600
Check dams, 4" minus rock
ESC-2
SWDM 5.4.6.3
$ 80.00
Each
5
400
Crushed surfacing 1 1/4" minus
ESC-3
WSDOT 9-03.9(3)
$ 95.00
CY
60
5700
Ditching
ESC-4
$ 9.00
CY
0
Excavation -bulk
ESC-5
$ 2.00
CY
540
1080
Fence, silt
ESC-6
SWDM 5.4.3.1
$ 1.50
LF
450
675
Fence, Temporary (NGPE)
ESC-7
$ 1.50
LF
100
150
Hydroseeding
ESC-8
SWDM 5.4.2.4
$ 0.80
SY
100
80
Jute Mesh
ESC-9
SWDM 5.4.2.2
$ 3.50
SY
100
350
Mulch, by hand, straw,
" deep
ESC-10
SWDM 5.4.2.1
$ 2.50
SY
100
250
Mulch, by machine, straw,
2" deep
ESC-11
SWDM 5.4.2.1
$ 2.00
SY
Piping, temporary, CPP
6"
ESC-12
$ 12.00
LF
0
Piping, temporary, CPP
8"
ESC-13
$ 14.00
LF
Piping, temporary, CPP
12"
ESC-14
$ 18.00
LF
Plastic covering, 6mm t
ick, sandbagged
ESC-15
SWDM 5.4.2.3
$ 4.00
SY
300
1200
Rip Rap, machine placed;
slopes
ESC-16
WSDOT 9-13.1(2)
$ 45.00
CY
Rock Construction Entrance,
50'x15'x1'
ESC-17
SWDM 5.4.4.1
$ 1,800.00
Each
1
1800
Rock Construction Entrance,
100'x15'x1'
ESC-18
SWDM 5.4.4.1
$ 3,200.00
Each
Sediment pond riser assembly
ESC-19
SWDM 5.4.5.2
$ 2,200.00
Each
Sediment trap, 5' high berm
ESC-20
SWDM 5.4.5.1
$ 19.00
LF
Sed. trap, 5' high, riprapped spillway berm section
ESC-21
SWDM 5.4.5.1
$ 70.00
LF
Seeding, by hand
Sodding, 1" deep, level ground
ESC-22
SWDM 5.4.2.4
$ 1.00
SY
ESC-23
SWDM 5.4.2.5
$ 8.00
SY
Sodding, 1" deep, sloped ground
ESC-24
SWDM 5.4.2.5
$ 10.00
SY
TESC Supervisor
ESC-25
$ 110.00
HR
8
880
Water truck, dust control
ESC-26
SWDM 5.4.7
$ 140.00
HR
WRITE -IN -ITEMS **** (see page 91
Each
ESC SUBTOTAL: $ 13,165.00
30% CONTINGENCY & MOBILIZATION: $ 3,949.50
Unit prices updated: 3/2/2015
bond worksheet BLD2023-0692 11-20-2024.xls Version: 3/2/2015
Report Date: 11/23/2024
Site Improvement Bond Quantity
S15 Web date: 04/03/2015
ESC TOTAL: $ 17,114.50
COLUMN: A
Page 2 of 9
Unit prices updated: 3/2/2015
bond worksheet BLD2023-0692 11-20-2024.xls Version: 3/2/2015
Report Date: 11 /23/2024
Site Improvement Bond Quantity Worksheet
Web date: 04/03/2015
Existing
Right -of -Way
Future Public
Right of Way
& Drainage Facilities
Private
Improvements
Unit Price
Unit
Quant.
Cost
Quant.
Cost
Quant.
Cost
GENERAL ITEMS
No.
Backfill & Compaction- embankment
GI - 1
$ 6.00
CY
Backfill & Compaction- trench
GI - 2
$ 9.00
CY
0.00
0.00
0.00
Clear/Remove Brush, by hand
GI - 3
$ 1.00
SY
0.00
0.00
0.00
Clearing/Grubbing/Tree Removal
GI - 4
$ 10,000.00
Acre
0.00
0.257
2,570.00
Excavation - bulk
GI - 5
$ 2.00
CY
0.00
0.00
200
400.00
foundation
Excavation - Trench
GI - 6
$ 5.00
CY
0.00
0.00
2
10.00
Fencing, cedar, 6' high
GI - 7
$ 20.00
LF
0.00
0.00
0.00
Fencing, chain link, vinyl coated, 6' high
GI - 8
$ 20.00
LF
0.00
0.00
0.00
Fencing, chain link, gate, vinyl coated, 20'
GI - 9
$ 1,400.00
Each
0.00
0.00
0.00
Fencing, split rail, 3' high
GI - 10
$ 15.00
LF
0.00
0.00
0.00
Fill & compact - common barrow
GI - 11
$ 25.00
CY
0.00
0.00
0.00
Fill & compact - gravel base
GI - 12
$ 27.00
CY
0.00
0.00
0.00
Fill & compact - screened topsoil
GI - 13
$ 39.00
CY
0.00
0.00
0.00
Gabion, 12" deep, stone filled mesh
GI - 14
$ 65.00
SY
0.00
0.00
0.00
Gabion, 18" deep, stone filled mesh
GI - 15
$ 90.00
SY
0.00
0.00
0.00
Gabion, 36" deep, stone filled mesh
GI - 16
$ 150.00
SY
0.00
0.00
0.00
Grading, fine, by hand
GI - 17
$ 2.50
SY
0.00
0.00
0.00
Grading, fine, with grader
GI - 18
$ 2.00
SY
0.00
0.00
420
840.00
Monuments, 3' long
GI - 19
$ 250.00
Each
0.00
Sensitive Areas Sign
GI - 20
$ 7.00
Each
0.00
0.00
0.00
Sodding, 1" deep, sloped ground
GI - 21
$ 8.00
SY
0.00
0.00
0.00
Surveying, line & grade
GI - 22
$ 850.00
Day
0.00
0.00
2
1,700.00
Surveying, lot location/lines
GI - 23
$ 1,800.00
Acre
0.00
0.00
0.00
Traffic control crew ( 2 flaggers)
GI - 24
$ 120.00
HR
0.00
0.00
0.00
Trail, 4" chipped wood
GI - 25
$ 8.00
SY
0.00
0.00
0.00
Trail, 4" crushed cinder
GI - 26
$ 9.00
SY
0.00
0.00
0.00
Trail, 4" top course
GI - 27
$ 12.00
SY
0.00
0.00
0.00
Wall, retaining, concrete
GI - 28
$ 55.00
SF
0.00
0.00
0
0.00
Wall, rockery
GI - 29
$ 15.00
SF
0.00
0.00
Page 3 of 9 SUBTOTAL 0.00 0.00 5,520.00 0.00
'KCC 27A authorizes only one bond reduction. Unit prices updated: 03/02/2015
bond worksheet BLD2023-0692 11-20-2024.xls Version: 03/02/2015
Report Date: 11/23/2024
Site Improvement Bond Quantity Worksheet
Web date: 04/03/2015
Existing
Right-of-way
Future Public
Right of Way
& Drainage Facilities
Private
Improvements
Unit Price Unit Quant. Cost Quant. Cost Quant. Cost
ROAD IMPROVEMENT
No.
AC Grinding, 4' wide machine < 1000sy
RI - 1
$ 30.00
SY
0.00
0.00
0.00
AC Grinding, 4' wide machine 1000-2000sy
RI - 2
$ 16.00
SY
0.00
0.00
0.00
AC Grinding, 4' wide machine > 2000sy
RI - 3
$ 10.00
SY
0.00
0.00
0.00
AC Removal/Disposal
RI - 4
$ 35.00
SY
0
0.00
0.00
0.00
g) None
Barricade, type III ( Permanent)
RI - 6
$ 56.00
LF
0.00
0.00
0.00
Curb & Gutter, rolled
RI - 7
$ 17.00
LF
0.00
0
0.00
0.00
Curb & Gutter, vertical
RI - 8
$ 12.50
LF
80
1,000.00
0
0.00
0.00
f)
Curb and Gutter, demolition and disposal
RI - 9
$ 18.00
LF
80
1,440.00
0
0.00
0.00
d)
Curb, extruded asphalt
RI - 10
$ 5.50
LF
0.00
0.00
0.00
Curb, extruded concrete
RI - 11
$ 7.00
LF
0.00
0.00
0.00
Sawcut, asphalt, 3" depth
RI - 12
$ 1.85
LF
0.00
0.00
Sawcut, concrete, per 1" depth
RI - 13
$ 3.00
LF
0.00
0.00
0.00
Sealant, asphalt
RI - 14
$ 2.00
LF
0.00
0.00
Shoulder, AC, ( see AC road unit price)
RI - 15
$ -
SY
0.00
0.00
0.00
Shoulder, gravel, 4" thick
RI - 16
$ 15.00
SY
0.00
0.00
0.00
Sidewalk, 4" thick
RI - 17
$ 38.00
SY
59
2,242.00
0
0.00
0.00
e)
Sidewalk, 4" thick, demolition and disposal
RI - 18
$ 32.00
SY
0.00
0.00
0.00
Sidewalk, 5" thick
RI - 19
$ 41.00
SY
0.00
0.00
Sidewalk, 5" thick, demolition and disposal
RI - 20
$ 40.00
SY
0.00
0.00
0.00
Sign, handicap
RI - 21
$ 85.00
Each
0.00
0.00
0.00
Striping, per stall
RI - 22
$ 7.00
Each
0.00
0.00
0.00
Striping, thermoplastic, ( for crosswalk)
RI - 23
$ 3.00
SF
0.00
0.00
0.00
Striping, 4" reflectorized line
RI - 24
$ 0.50
LF
0.00
0.00
0.00
Page 4 of 9
SUBTOTAL
4,682.00
0.00 0.00
'KCC 27A authorizes only one bond reduction. Unit prices updated: 03/02/2015
bond worksheet BLD2023-0692 11-20-2024.xls Version: 03/02/2015
Report Date: 11/23/2024
Site Improvement Bond Quantity Worksheet
Web date: 04/03/2015
Existing
Right-of-way
Future Public
Right of Way
& Drainage Facilities
Private
Improvements
Unit Price Unit Quant. Cost Quant. I Cost Quant. Cost
ROAD SURFACING
No.
(4" Rock = 2.5 base & 1.5" top course) 9 1/2" Rock= 8" base & 1.5" top course)
Additional 2.5" Crushed Surfacing
RS - 1
$ 3.60
SY
0.00
0.00
HMA 1/2" Overlay, 1.5"
RS - 2
$ 14.00
SY
0.00
0.00
0.00
HMA 1/2" Overlay 2"
RS - 3
$ 18.00
SY
0.00
0.00
0.00
HMA Road, 2", 4" rock, First 2500 SY
RS - 4
$ 28.00
SY
0.00
0.00
350
9,800.00
h)
HMA Road, 2", 4" rock, Qty. over 2500 SY
RS - 5
$ 21.00
SY
0.00
0.00
0.00
HMA Road, 3", 9 1/2" Rock, First 2500 SY
RS - 6
$ 42.00
SY
0.00
0.00
0.00
HMA Road, 3", 9 112" Rock, Qty Over 2500
RS - 7
$ 35.00
SY
0.00
0.00
0.00
Not Used
RS - 8
0.00
0.00
0.00
Not Used
RS - 9
0.00
0.00
0.00
HMA Road, 6" Depth, First 2500 SY
RS - 10
$ 33.10
SY
HMA Road, 6" Depth, Qty. Over 2500 SY
RS - 11
$ 30.00
SY
0.00
0.00
0.00
HMA 3/4" or 1 ", 4" Depth
RS - 12
$ 20.00
SY
0.00
0.00
0.00
Gravel Road, 4" rock, First 2500 SY
RS - 13
$ 15.00
SY
0.00
0.00
0.00
Gravel Road, 4" rock, Qty. over 2500 SY
RS - 14
$ 10.00
SY
0.00
0.00
0.00
PCC Road (Add Under Write -Ins w/Design)
RS - 15
0.00
0.00
0.00
Thickened Edge
RS - 17
$ 8.60
LF
0.00
0.00
0.00
Page 5 of 9 SUBTOTAL 0.00 0.00 9800.00 0.00
'KCC 27A authorizes only one bond reduction. Unit prices updated: 03/02/2015
bond worksheet BLD2023-0692 11-20-2024.xls Version: 03/02/2015
Report Date: 11/23/2024
Site Improvement Bond Quantity Worksheet
Web date: 04/03/2015
Existing
Right-of-way
Future Public
Right of Way
& Drainage Facilities
Private
Improvements
Unit Price Unit Quant. Cost Quant. I Cost Quant. Cost
DRAINAGE (CPP = Corrugated Plastic Pipe, N12 or Equivalent) For Culvert prices, Average of 4' cover was assumed. Assume perforated PVC is same price a
Access Road, R/D
D - 1
$ 21.00
SY
0.00
0.00
Bollards - fixed
D - 2
$ 240.74
Each
0.00
0.00
0.00
Bollards - removable
D - 3
$ 452.34
Each
0.00
0.00
0.00
* (CBs include frame and lid)
CB Type I
D - 4
$ 1,500.00
Each
0.00
0.00
2
3,000.00
CB Type IL
D - 5
$ 1,750.00
Each
0.00
0.00
0.00
CB Type II, 48" diameter
D - 6
$ 2,300.00
Each
0.00
0.00
0.00
for additional depth over 4'
D - 7
$ 480.00
FT
0.00
0.00
CB Type II, 54" diameter
D - 8
$ 2,500.00
Each
0.00
0.00
0.00
for additional depth over 4'
D - 9
$ 495.00
FT
0.00
0.00
0.00
CB Type II, 60" diameter
D - 10
$ 2,800.00
Each
0.00
0.00
0.00
for additional depth over 4'
D - 11
$ 600.00
FT
0.00
0.00
0.00
CB Type II, 72" diameter
D - 12
$ 3,600.00
Each
0.00
0.00
0.00
for additional depth over 4'
D - 13
$ 850.00
FT
0.00
0.00
0.00
Through -curb Inlet Framework (Add)
D - 14
$ 400.00
Each
0.00
0.00
0.00
Cleanout, PVC, 4"
D - 15
$ 150.00
Each
0.00
1 0.00
6
900.00
Cleanout, PVC, 6"
D - 16
$ 170.00
Each
0.00
0.00
3
510.00
Cleanout, PVC, 8"
D - 17
$ 200.00
Each
0.00
0.00
Culvert, PVC, 4"
D - 18
$ 10.00
LF
0.00
0.00
0.00
Culvert, PVC, 6"
D - 19
$ 13.00
LF
0.00
0.00
Culvert, PVC, 8"
D - 20
$ 15.00
LF
0.00
0.00
Culvert, PVC, 12"
D - 21
$ 23.00
LF
0.00
0.00
0.00
Culvert, CMP, 8"
D - 22
$ 19.00
LF
0.00
0.00
0.00
Culvert, CMP, 12"
D - 23
$ 29.00
LF
0.00
0.00
0.00
Culvert, CMP, 15"
D - 24
$ 35.00
LF
0.00
0.00
0.00
Culvert, CMP, 18"
D - 25
$ 41.00
LF
0.00
0.00
0.00
Culvert, CMP, 24"
D - 26
$ 56.00
LF
0.00
0.00
0.00
Culvert, CMP, 30"
D - 27
$ 78.00
LF
0.00
0.00
0.00
Culvert, CMP, 36"
D - 28
$ 130.00
LF
0.00
0.00
0.00
Culvert, CMP, 48"
D - 29
$ 190.00
1 LF
1
0.00
1 0.00
0.00
Culvert, CMP, 60"
D - 30
$ 270.00
1 LF
1
0.00
0.00
0.00
Culvert, CMP, 72"
D - 31
$ 350.00
1 LF
1
0.00
1 0.001
0.00
Page 6 of 9 SUBTOTAL 0.00 0.00 4,410.00 0.00
*KCC 27A authorizes only one bond reduction. Unit prices updated: 03/02/2015
bond worksheet BLD2023-0692 11-20-2024.xls Version: 03/02/2015
Report Date: 11/23/2024
Site Improvement Bond Quantity Worksheet
Web date: 04/03/2015
DRAINAGE CONTINUED
Existing
Right-of-way
Future Public
Right of Way
& Drainage Facilities
Private
Improvements
No.
Unit Price
Unit
Quant.
Cost
Quant.
Cost
Quant.
Cost
Culvert, Concrete, 8"
D - 32
$ 25.00
LF
0
0
0
Culvert, Concrete, 12"
D - 33
$ 36.00
LF
0
0
0
Culvert, Concrete, 15"
D - 34
$ 42.00
LF
0
0
0
Culvert, Concrete, 18"
D - 35
$ 48.00
LF
0
0
0
Culvert, Concrete, 24"
D - 36
$ 78.00
LF
0
0
0
Culvert, Concrete, 30"
D - 37
$ 125.00
LF
0
0
0
Culvert, Concrete, 36"
D - 38
$ 150.00
LF
0
0
0
Culvert, Concrete, 42"
D - 39
$ 175.00
LF
0
0
0
Culvert, Concrete, 48"
D - 40
$ 205.00
LF
0
0
0
Culvert, CPP, 6"
D - 41
$ 14.00
LF
0
0
0
Culvert, CPP, 8"
D - 42
$ 16.00
LF
0
0
0
Culvert, CPP, 12"
D - 43
$ 24.00
LF
0
Culvert, CPP, 15"
D - 44
$ 35.00
LF
0
0
Culvert, CPP, 18"
D - 45
$ 41.00
LF
0
0
0
Culvert, CPP, 24"
D - 46
$ 56.00
LF
0
0
Culvert, CPP, 30"
D - 47
$ 78.00
LF
0
0
0
Culvert, CPP, 36"
D - 48
$ 130.00
LF
0
0
0
Ditching
D- 49
$ 9.50
CY
0
0
0
0
Flow Dispersal Trench (1,436 base+)
D - 50
$ 28.00
LF
French Drain (3' depth)
D - 51
$ 26.00
LF
0
0
0
Geotextile, laid in trench, polypropylene
D - 52
$ 3.00
SY
0
0
0
0
Mid -tank Access Riser, 48" dia, 6' deep
D - 54
$ 2,000.00
Each
0
0
0
Pond Overflow Spillway
D - 55
$ 16.00
SY
0
0
0
Restrictor/Oil Separator, 12"
D - 56
$ 1,150.00
Each
0
0
0
Restrictor/Oil Separator, 15"
D - 57
$ 1,350.00
Each
0
0
0
Restrictor/Oil Separator, 18"
D - 58
$ 1,700.00
Each
0
0
Riprap, placed
D - 59
$ 42.00
CY
0
0
Tank End Reducer (36" diameter)
D - 60
$ 1,200.00
Each
0
0
0
Trash Rack, 12"
D - 61
$ 350.00
Each
0
0
0
Trash Rack, 15"
D - 62
$ 410.00
Each
0
0
0
Trash Rack, 18"
D - 63
$ 480.00
1 Each
01
1 0
0
Trash Rack, 21"
D - 64
$ 550.00
Each
0
0
0
Page 7 of 9
SUBTOTAL
0.00
'KCC 27A authorizes only one bond reduction. Unit prices updated: 03/02/2015
bond worksheet BLD2023-0692 11-20-2024.xls Version: 03/02/2015
Report Date: 11/23/2024
Site Improvement Bond Quantity Worksheet
Web date: 04/03/2015
Existing
Right-of-way
Future Public
Right of Way
& Drainage Facilities
Private
Improvements
Unit Price Unit Quant. Price Quant. I Cost Quant. Cost
PARKING LOT SURFACING Not To Be Used For Roads Or Shoulders
No.
2" AC, 2" top course rock & 4" borrow
PL - 1
$ 21.00
SY
NA
NA
0
2" AC, 1.5" top course & 2.5" base course
PL - 2
$ 28.00
SY
NA
NA
0
4" select borrow
PL - 3
$ 5.00
SY
NA
NA
0
1.5" top course rock & 2.5" base course
PL - 4
$ 14.00
SY
NA
NA
0
UTILITY POLES & STREET LIGHTING Utility pole relocation costs must be accompanied by Franchise Utility's Cost Estimate
Utility Pole(s) Relocation
UP-1
Lump Sum
Street Light Poles w/Luminaires
UP-2
$ 7,500.00 1 Each
I
I
10.00
WRITE -IN -ITEMS
(Such as detention/water quality vaults.)
No.
Stormwater Vault
WI - 1
$ 380,000.00
Each
0
0.00
Block Wall
WI - 2
$ 16.00
SY
0
0.00
Yard Drain
WI - 3
$ 225.00
CY
0
0.00
Filter socks
WI - 4
$ 100.00
Each
3 +
300 4-%
0
0.00
0.00
b
Infiltration facility (ditching)
WI - 5
$ 9.50
CY
0
0.00
77
731.50
j-a
Infiltration facility (CPP Drain Pipe, 4")
D - 49
$ 12.00
LF
0
0.00
40
480.00
j-a
Infiltration facility (Geotextile, laid in trench)
D - 52
$ 3.00
SY
0
0
74
222.00
j-a
Infiltration facility(drainage rocks)
$ 35.00
CY
67
2,345.00
j-a
Infiltration cleanout PVC 4"
$ 150.00
Each
1
150.00
j-a
Mailbox unit
WI - 6
$ 3,000.00
Each
1
3000
0.00
0.00
j-b
Water services 6 units, 1" water line
WI - 7
$ 5.00
LF
0
0
0.00
396
1,980.00
j-c
Sewer line for 6 units, 4" PVC
WI - 13
$ 10.00
LF
90
900
900 0.00
j-d
Sewer line Cleanout, PVC, 4"
WI - 14
$ 150.00
Each
6
900
0.00
j-d
Sewer line Cleanout, PVC, 6"
WI - 25
$ 170.00
Each
2
340
0.00
j-d
Sewer line PVC, 6"
WI - 26
$ 13.00
LF
116
1508
0.00
j-d
Retaining wall (Concrete)
WI - 27
$ 55.00
SF
0
0
420
23,100.00
j-e
Traffic control crew ( 2 flaggers)
WI - 28
$ 120.00
HR
16
1,920.00
0.00
0.00
j-f
0
0.00
0.00
'KCC 27A authorizes only one bond reduction.
bond worksheet BLD2023-0692 11-20-2024.xls
Unit prices updated: 03/02/2015
Version: 03/02/2015
Report Date: 11/23/2024
Site Improvement Bond Quantity Worksheet
SUBTOTAL 7908.00 -&468-99-
SUBTOTAL (SUM ALL PAGES): 12,590.00 + 3sg-%
30% CONTINGENCY & MOBILIZATION: 3777.00 -44 -9
GRANDTOTAL: 16,367.0047- .99
COLUMN: B C
Page 8 of 9
'KCC 27A authorizes only one bond reduction.
bond worksheet BLD2023-0692 11-20-2024.xls
Web date: 04/03/2015
0.00 29,908.50 0.00
0.00 49,638.50 48- 38-58• 0.00
0.00 14,891.55 T 0.00
0.00 64,530.0569,966.E)5 0.00
Unit prices updated: 03/02/2015
Version: 03/02/2015
Report Date: 11/23/2024
Site Improvement Bond Quantitv Worksheet
Original bond computations prepared by:
Name: George Sheng Date:
PE Registration Number: Tel. #:
Firm Name: Home Tech
Address: 13608 51 sc PI Bellevue WA 98006 Project No:
iCWTIOVLiI1 _—_._._ e e
r
0.00
Stabilization/Erosion Sediment Control (ESC)
Existing Right -of -Way Improvements
Future Public Right of Way & Drainage Facilities
Private Improvements
Calculated Quantity Completed
64,530.056336695 FINANCIAL GUARANTEE REQUIREMENTS
n
(First $7,500 of bond* shall be cash.)
PeFfeFfflaigee Bond* (A+B+C+D) = TOTAL
Maintenance/Defect Bond* Total
NAME OF PERSON PREPARING BOND* REDUCTION:
PERFORMANCE BOND*
AMOUNT
(A) $ 17,114.5
(B) $ 16,367.00 �'� �-�P
(C) $ -
(D) $ 64,530.05 I
(A+B) $
(T) $
Minimum is
34,469.5
MINIMUM BOND* AMOUNT
REQUIRED FOR RECORDING OR
TEMPORARY OCCUPANCY AT
SUBSTANTIAL COMPLETION ***
97,829.6 AT x 0.30 $ 29,348.9
Web date: 04/03/2015
11-19-2024
(206) 778-2431
PUBLIC ROAD & DRAINAGE
MAINTENANCE/DEFECT BOND*
PERFORMANCE BOND AMOUNT:
$34,469.50 x 120% = $41,363.40
FUTURE MAINTENANCE BOND
AMOUNT:
$41,363.40 x 15% = $6,204.51
INSPECTION FEES:
$97,829.60 x 3.3% = $3,228.38
(B+C) x
0.25 = $ 4,338.8
Minimum is $2000.
Date:
* NOTE: The word "bond" as used in this document means a financial guarantee acceptable to King County.
** NOTE: KCC 27A authorizes right of way and site restoration bonds to be combined when both are required.
The restoration requirement shall include the total cost for all TESC as a minimum, not a maximum. In addition, corrective work, both on- and off -site needs to be included.
Quantities shall reflect worse case scenarios not just minimum requirements. For example, if a salmonid stream may be damaged, some estimated costs for restoration
needs to be reflected in this amount. The 30% contingency and mobilization costs are computed in this quantity.
*** NOTE: Per KCC 27A, total bond amounts remaining after reduction shall not be less than 30% of the original amount (T) or as revised by major design changes.
REQUIRED BOND* AMOUNTS ARE SUBJECT TO REVIEW AND MODIFICATION BY KING COUNTY
Page 9 of 9 Unit prices updated: 03/02/2015
bond worksheet BLD2023-0692 11-20-2024.xis Check out the DDES Web site at www.kin_acounty._goy/permits Version: 03/02/2015
Report Date: 11 /23/2024