pln20080014-Henson SP-Approved Cost Est.pdfSite Improvement Bond Quantity Worksheet S15 Web date: 02/22/2013
L9 King Count FILE COPY
y ENGINEERING
Department of Permitting & Environmental Review
35030 SE Douglas Street, Suite 210
Snoqualmie, Washington 98065-9266 For alternate formats, call 206-296-6600.
206-296-6600 M Relay 711
Project Name: Henson Short Plat Date: 2/2/2015, Revised 04/20/15
Location: 23912 84th Ave W. Edmonds. WA 98026 Project No.: S-2008-014
Activity No.:
Clearing greater than or equal to 5,000 board feet of timber?
yes X no
If yes,
Forest Practice Permit Number:
(RCW 76.09)
AVVYW4
t� � � l 1 Y 1+� vli V °CJ� Y 17��i1,� � iD► �� i 2
Page 1 of 9
King County Bond Form 2008
Note: All prices include labor, equipment, materials, overhead and
profit. Prices are from RS Means data adjusted for the Seattle area
or from local sources if not included in the RS Means database.
� ,101D lvope.c4 flee s = � 1 aA . 5 �
APPROVED AS NOTED
IN
Unit prices updated: 02/12/02
Version: 11 /26/2008
Report Date: 4/20/2015
Site Improvement Bond Quantity Worksheet S15 Web date: 02/22/2013
Reference #
Unit
Price
Unit
Quantity
# of
Applications
Cost
EROSION/SEDIMENT CONTROL lNumber
Backfill & compaction -embankment JESC-1
$ 5.62
CY
Check dams, 4" minus rock
ESC-2
SWDM 5.4.6.3
$ 67.51
Each
Crushed surfacing 1 1/4" minus
ESC-3
WSDOT 9-03.9(3)
$ 85.45
CY
Ditching
ESC-4
$ 8.08
CY
Excavation -bulk
ESC-5
$ 1.50
CY
Fence, silt
ESC-6
SWDM 5.4.3.1
$ 1.38
LF
340
1
469
Fence, Temporary (NGPE)
ESC-7
$ 1.38
LF
Hydroseeding
ESC-8
SWDM 5.4.2.4
$ 0.59
SY 1
1060
1
625
Jute Mesh
IESC-10
ESC-9
SWDM 5.4.2.2
$ 1.45
SY
Mulch, by hand, straw, 3" deep
SWDM 5.4.2.1
$ 2.01
SY
Mulch, by machine, straw, 2" deep
ESC-11
SWDM 5.4.2.1
$ 0.53
SY
Piping, temporary, CPP, 6"
ESC-12
$ 10.70
LF
Piping, temporary, CPP, 8"
ESC-13
$ 16.10
LF
Piping, temporary, CPP, 12"
ESC-14
$ 20.70
LF
Plastic covering, 6mm thick, sandbagged
ESC-15
SWDM 5.4.2.3
$ 2.30
SY
92
1
212
Rip Rap, machine placed; slopes
ESC-16
WSDOT 9-13.1(2)
$ 39.08
CY
Rock Construction Entrance, 50'xl5'x1'
ESC-17
SWDM 5.4.4.1
$ 1,464.34
Each
1
1
1464
Rock Construction Entrance, 100'x15'x1'
ESC-18
SWDM 5.4.4.1
$ 2,928.68
Each
Sediment pond riser assembly
ESCA9
SWDM 5.4.5.2
$ 1,949.38
Each
Sediment trap, 5' high berm
ESC-20
SWDM 5.4.5.1
$ 17.91
LF
Sed, trap, 5' high, riprapped spillway berm section
ESC-21
SWDM 5.4.5.1
$ 68.54
LF
Seeding, by hand
Sodding, 1" deep, level ground
ESC-22
SWDM 5.4.2.4
$ 0.51
SY
ESC-23
SWDM 5.4.2.5
$ 6.03
SY
Sodding, 1" deep, sloped ground
ESC-24
SWDM 5.4.2.5
$ 7.45
SY
TESC Supervisor
ESC-25
$ 74.75
HR
Water truck, dust control
ESC-26
SWDM 5.4.7
$ 97.75
HR
WRITE -IN -ITEMS "" (seepage 9)
Catch Basin Inserts
$75
Each
31
1
225
ESC SUBTOTAL:
30% CONTINGENCY & MOBILIZATION:
ESC TOTAL:
COLUMN:
Page 2 of 9
King County Bond Form 2008
$ 2,995.54
$ 898.66
$ 3,894.20
A
Unit prices updated: 02/12/02
Version: 11 /26/2008
Report Date: 4/20/2015
Site Improvement Bond Quantity Worksheet
Web date: 12/02/2008
Existing
Right -of -Way
Future Public
Right of Way
& Drainage Facilities
Private
Improvements
Quantity Completed
(Bond Reduction)*
Quant.
Unit Price
Unil
LQuant7j
Cost
Quant.
Cost
Quant.
Cost
Complete
Cost
GENERAL ITEMS
No.
Backfill & Compaction- embankment
GI-1
$ 5.62
CY
Backfill & Compaction- trench
GI-2
$ 8.53
CY
25
213.25
1801
1,535.40
Clear/Remove Brush. by hand
GI - 3
$ 0.36
SY
Clearing/Grubbing/Tree Removal
GI-4
$ 8.876.16
Acre
Excavation - bulk
GI - 5
$ 1.50
CY
100
150.00
100
150.00
Excavation - Trench
GI - 6
$ 4.06
CY
25
101.501
1801
730.80
Fencing, cedar, 6' high
GI - 7
$ 18.55
LF
Fencing, chain link, vinyl coated, 6' high
GI - 8
$ 13.44
LF
Fencing, chain link, gate, vinyl coated, 2
GI - 9
1 $ 1,271.81
Each
Fencing, split rail, Thigh
GI - 101
$ 12.12
LF
Fill & compact - common barrow
GI -11
$ 22.57
CY
11
248.27
1
1 425
9,592.251
Fill & compact - gravel base
GI -12
$ 25.48
CY
Fill & compact - screened topsoil
GI -13
$ 37.85
CY
Gabion, 12" deep, stone filled mesh
GI - 14
$ 54.31
SY
Gabion, 18" deep, stone filled mesh
GI -15
$ 74.85
SY
Gabion, 36" deep, stone filled mesh
GI -16
$ 132.48
SY
Grading, fine, by hand
GI -1-1
$ 2.02
SY
Grading, fine, with grader
GI -
0.95
SY
1060
1.007.00
Monuments, 3' long
135.13
Each
Sensitive Areas Sign
E2tCI$
2.88
F
Each
Sodding, V deep, sloped ground
7.46
SY
Surveying, line & grade
GI - 22
$ 788.26
Day
Surveying, lot location/lines
GI - 231
$ 1,556.64
Acre
Traffic control crew ( 2 flaggers)
GI - 24
$ 85.18
HR
81
681.44
Trail, 4" chipped wood
GI - 25
$ 7.59
SY
Trail, 4" crushed cinder
GI - 26
$ 8.33
SY
Trail, 4" top course
GI - 27
$ 8.19
SY
Wall, retaining. concrete
GI - 28
$ 44.16
SF
Wall, rockery
IGI - 29
$ 9.49
SF
Page 3 of 9
SUBTOTAL
1,394.46
13.015.45
Unit prices updated: 02/12/02
*KCC 27A authorizes only one bond reduction. Version: 11/26/08
King County Bond Form 2008 Report Date: 4/20/2015
Site Improvement Bond Quantity Worksheet
Web date: 12/02/2008
Existing
Right-of-way
Future Public
Right of Way
& Drainage Facilities
Private
Improvements
Bond Reduction*
Quant.
Unit Price
Unit
Quant. L Cost
Quant. Cost
Quant. Cost
Complete
Cost
ROADIMPROVEMENT
No.I
AC Grinding. 4' wide machine < 1000sy
RI -1
$ 28.00
SY
AC Grinding, 4' wide machine 1000-200(
RI - 2
$ 15.00
SY
AC Grinding, 4' wide machine > 2000sy
RI - 3
$ 7.00
SY
AC Removal/Disposal/Repair
RI - 4
$ 67.50
SY
25
1.687.501
251
1,687.50
Barricade, type I
RI - 5
$ 30.03
LF
Barricade, type III ( Permanent)
RI - 6
$ 45.05
LF
Curb & Gutter, rolled
RI - 71
$ 17.00
LF
Curb & Gutter, vertical
RI - 81
$ 12.50
LF
79
987,50
Curb and Gutter, demolition and disposa
RI - 91
$ 18.00
LF
51
90.00
Curb, extruded asphalt
RI -10
$ 5.50
LF
Curb. extruded concrete
RI -11
$ 7.00
LF
Sawcut, asphalt, 3" depth
RI - 12
$ 1.85
1 LF
85
157.25
Sawcut, concrete, per 1" depth
RI - 13
$ 1.69
LF
Sealant, asphalt
I RI - 14
$ 1.25
LF
Shoulder, AC, ( see AC road unit price)
RI - 15
$ -
SY
Shoulder, gravel, 4" thick
RI - 16
$ 15.00
SY
Sidewalk. 4" thick
RI - 17
$ 35.00
1 SY
Sidewalk. 4" thick, demolition and dispos
RI - 18
$ 29.50
SY
Sidewalk, 5" thick
RI -19
$ 38.50
SY
Sidewalk, 5" thick, demolition and dispos
I RI - 20
$ 37.50
SY
Sign, handicap
I RI -21
$ 85.28
Each
Striping, per stall
RI - 22
$ 5.82
Each
Striping. thermoplastic. ( for crosswalk)
JR1 - 23
$ 2.38
SF
Striping, 4" reflectorized line
JR1 - 241
$ 0.25
LF
85
21.25
Page 4 of 9
ONA,- 111ION
2.943.50
1,687.50
Unit prices updated: 02/12/02
*KCC 27A authorizes only one bond reduction. Version: 11/26/08
King County Bond Form 2008 Report Date: 4/20/2015
Site Improvement Bond Quantity Worksheet
Web date: 12102/2008
Existing
Right-of-way
Future Public
Right of Way
& Drainage Facilities
Private
Improvements
Bond Reduction*
Quant.
Unit Price Unit Quant. Cost Quant. Cost Quant. Cost Complete Cost
ROAD SURFACING (4" Rock = 2.5 base & 1.5" top course) For'93 KCRS (6.5" Rock=. 5" base & 1.5" top course)
For KCRS '93, (additional 2.5" base) adds
RS - 11
$ 3.60
SY
AC Overlay. 1.5" AC
RS - 2
$ 11.25
SY
AC Overlay. 2" AC
RS - 3
$ 15.00
SY
AC Road, 2", 4" rock, First 2500 SY
RS - 4
$ 21.00
SY
19
399.00
93
1.953.00
AC Road, 2", 4" rock, Qty. over 2600SY
RS - 5
$ 19.00
SY
AC Road, 3", 4" rock, First 2500 SY
RS - 6
$ 23.30
SY
AC Road, 3", 4" rock, Qty. over 2500 SY
RS - 7
$ 21.00
SY
AC Road, 5", First 2500 SY
RS - 8
$ 27.60
SY
AC Road, 5", MY. Over 2500 SY
RS - 9
$ 25.00
SY
AC Road, 6", First 2500 SY
RS - 1(
$ 33.10
SY
AC Road. 6". Qtv. Over 2500 SY
RS - 1'I
$ 30.00
SY
Asphalt Treated Base, 4" thick
RS - 1:
$ 20.00
SY
Gravel Road, 4" rock, First 2500 SY
RS -1:
$ 15.00
SY
Gravel Road, 4" rock, Qty. over 2500 SY
RS -1A:
$ 8.50
SY
PCC Road, 5", no base, over 2500 SY
RS - 1 E
$ 27.01SY
PCC Road, 6", no base, over 2500 SY
RS -1 E
$ 25.50
1 SY
Thickened Edge
IRS -1
$ 8.60
1 LF
Page 5 of 9
SUBTOTAL
399.00
1,953.00
Unit prices updated: 02/12/02
*KCC 27A authorizes only one bond reduction. Version: 11/26/08
King County Bond Form 2008 Report Date: 4/20/2015
Site Improvement Bond Quantity Worksheet
Web date: 12102/2008
Existing
Right-of-way
Future Public
Right of Way
& Drainage Facilities
Private
Improvements
Bond Reduction*
quant.
Unit Price I Unit Quant. Cost Quant. I Cost Quant. Cost Complete Cost
DRAINAGE (CPP = Corrugated Plastic Pipe, N12 or Equivalent) For Culvert prices, Average of 4' cover was assumed. Assume perforated PVC is same price as solid pipe.
Access Road, RID
D -1
S 21.00
SY
Bollards - fixed
D - 2
$ 240.74
Each
Bollards - removable
D - 3
$ 452.34
Each
" (CBs include frame and lid)
CB Type I
D - 4
$ 1,257.64
Each
21
2.515.28
21
2,515.28
CB Tvpe IL
D - 5
$ 1,433.59
Each
CB Type 11.48" diameter
D - 6
$ 2,033.57
Each
for additional depth over 4'
D - 7
$ 436.52
FT
CB Tvpe II, 54" diameter
D - 8
$ 2.192.54
Each
for additional depth over 4'
D - 9
$ 486.53
FT
CB Type II, 60" diameter
D -10
$ 2,351.52
Each
for additional depth over 4'
D -11
$ 536.54
1 FT
CB Type II, 72" diameter
D - 12
$ 3.212.64
Each
for additional depth over 4'
D - 13
$ 692.21
FT
Through -curb Inlet Framework (Add)
D - 14
$ 366.09
Each
Cleanout, PVC. 4"
D -15
$ 130.55
Each
Cleanout, PVC, 6"
D -16
$ 174.90
Each
Cleanout, PVC, 8"
D - 17
$ 224.19
Each
Culvert, PVC, 4"
D -18
$ 8.64
LF
Culvert, PVC, 6"
D -19
$ 12.60
LF
Culvert. PVC. 8"
D - 20
$ 13.33
LF
Culvert, PVC, 12"
D - 21
$ 21.77
LF
Culvert, CMP, 8"
D - 22
$ 17.25
LF
Culvert, CMP, 12"
D - 23
$ 26.45
LF
Culvert, CMP. 15"
D - 24
$ 32.73
LF
Culvert, CMP, 18"
D - 25
$ 37.74
LF
Culvert, CMP, 24"
D - 26
$ 53.33
LF
Culvert, CMP, 30"
D - 27
$ 71.45
LF
Culvert. CMP. 36"
D - 28
$ 112.11
LF
Culvert. CMP, 48"
D - 29
$ 140.83
LF
Culvert, CMP, 60"
D - 30
$ 235.45
LF
Culvert, CMP, 72"
JD - 31
$ 302.58
LF
Page 6 of 9
SUBTOTAL
2.515.28
2.515.28
Unit prices updated: 02/12/02
*KCC 27A authorizes only one bond reduction. Version: 11/26/08
King County Bond Form 2008 Report Date: 4/20/2015
Site Improvement Bond Quantity Worksheet
Web date: 12/02/2008
DRAINAGE CONTINUED
Existing
Right-of-way
Future Public
Right of Way
& Drainage Facilities
Private
improvements
Bond Reduction`
Quant.
No.
Unit Price
Unit
Quant.
Quant.
Cost
Quant.
Cost
Complete
Cost
Culvert, Concrete, 8"
D - 32
$ 21.02
LF
Culvert, Concrete, 12"
D - 33
$ 30.05
LF
Culvert, Concrete, 15"
D - 34
$ 37.34
LF
Culvert, Concrete, 18"
D - 35
$ 44.51
LF
Culvert, Concrete, 24"
D - 36
$ 61.07
LF
Culvert, Concrete, 30"
D - 37
$ 104.18
LF
Culvert, Concrete, 36"
D - 38
$ 137.63
LF
Culvert, Concrete, 42"
D - 39
$ 158.42
LF
Culvert, Concrete, 48"
D - 40
$ 175.94
LF
Culvert, CPP, 6"
D - 41
$ 10.70
LF
15
160.5
Culvert, CPP, 8"
D - 42
j $ 16.10
LF
16
7
112.7
Culvert, CPP, 12"
D - 43
$ 20.70
LF
104
.257.61
2152.81
Culvert, CPP. 15"
D - 44
$ 23.00
LF
100
2300
Culvert, CPP, 18"
D - 45
$ 27.60
LF
Culvert, CPP, 24"
D - 46
$ 36.80
LF
Culvert, CPP, 30"
D - 47
$ 48.30
LF
Culvert, CPP, 36"
D - 481
$ 55.20
1 LF
Ditching
D - 49
$ 8.08
Cy
Flow Dispersal Trench (1,436 base+)
D - 50
$ 25.99
LF
French Drain (3' depth)
D - 51
$ 22.60
LF
Geotextile, laid in trench, polypropylene
D - 52
$ 2.40
SY
Infiltration pond testing
D - 53
$ 74.75
HR
Mid -tank Access Riser, 48" dia, 6' deep
D - 54
$ 1,605.40
Each
Pond Overflow Spillway
D - 55
$ 14.01
SY
Restrictor/Oil Separator, 12"
D - 56
$ 1,045.19
Each
Restrictor/Oil Separator, 15"
D - 57
$ 1,095.56
Each
Restrictor/Oil Separator, 18"
D - 58
$ 1.146.16
Each
Riprap, placed
D - 59
$ 39.08
CY
1 0.51
19.54
Tank End Reducer (36" diameter)
D - 60
$ 1,000.50
Each
Trash Rack, 12"
D - 61
$ 211.97
Each
Trash Rack, 15"
D - 62
$ 237.27
Each
Trash Rack, 18"
D - 63
$ 268.89
Each
Trash Rack, 21" 1
D - 64
$ 306.84
Each
Page 7 of 9
SUBTOTAL
2429.94
2573.2
Unit prices updated: 02/12/02
"KCC 27A authorizes only one bond reduction. Version: 11/26/08
King County Bond Form 2008 Report Date: 412012015
Site Improvement Bond Quantity Worksheet
Existing
Right-of-way
Unit Price Unit Quant. Price
Future Public
Right of Way
& Drainage Facilities
Quant. Cost
Private
Improvements
Quant. Cost
Web date: 12/0212008
Bond Reduction*
Quant. I
PARKING LOT SURFACING
No.
2" AC, 2" top course rock & 4" borrow
PL - 1
$ 21.00
SY
2" AC, 1.5" top course & 2.5" base cour
PL - 2
$ 28.00
SY
4" select borrow
PL - 3
$ 4.55
SY
1.5" top course rock & 2.5" base course
PL - 4
$ 11.41
SY
IU I ILI I Y t'ULt, & b I Ktt I LIUH I INU Utility pole relocation costs must be accompanied by Franchiso Utility's Cost Statemont
Utility Pole(s) Relocation UP-1 Lump Sum
Street Light Poles w/Luminaires UP-2 Each
WRITE -IN -ITEMS
(Such as detention/water quality vaults.)
No.
5' Asphalt Walkway
WI - 1
$ 20.00
SY
411
8201
New Rural and relocate Ex, Mailbox
WI - 2
$100
Each
21
2001
WI-3
CY
WI - 41
1 LF
W1 -51
1 FT
WI-6
WI-7
WI-8
WI-9
WI-10
SUBTOTAL
SUBTOTAL (SUM ALL PAGES):
30% CONTINGENCY & MOBILIZATION:
GRANDTOTAL:
COLUMN
Page 8 of 9
1.020.00
10.702.18
3.210.65
13,912.83
B
C
21,744.43
6.523.33
28.267.76
D E
Unit prices updated: 02/12/02
*KCC 27A authorizes only one bond reduction. Version: 11/26/08
King County Bond Form 2008 Report Date: 4/20/2015
Site Improvement Bond Quantity Worksheet Web date: 12/02/2008
Original bond computations prepared by:
Name: Jesse Jarrell Date: 212/2015, Revised 04/20/15
PE Registration Number: 45844 Tel. #: 425-356-2700
Firm Name: Western Engineers & Surveyors, Inc.
Address: 13000 Highway 99 S, Everett, WA 98204 Project No: S-2008-014
ROAD IMPROVEMENTS & DRAINAGE FACILITIES FINANCIAL GUARANTEE REQUIREMENTS
PERFORMANCE BOND* PUBLIC ROAD & DRAINAGE
AMOUNT BOND* AMOUNT MAINTENANCE/DEFECT BOND*
Stabilization/Erosion Sediment Control (ESC)
Existing Right -of -Way Improvements
Future Public Right of Way & Drainage Facilities
Private Improvements
Calculated Quantity Completed
Total Right -of Way and/or Site Restoration Bond*/**
(First $7,500 of bond* shall be cash.)
Performance Bond* Amount (A+B+C+D) = TOTAL
Reduced Performance Bond* Total ***
Maintenance/Defect Bond* Total
NAME OF PERSON PREPARING BOND* REDUCTION:
(A) $ 3,894.2
(B) $ 13,912.8
(C)
(D)
$
$ 28,267.8
(A+B) $
17,807.0
(T) $ 46,074.8
Minimum bon amount is 200 .
REQUIRED AT RECORDING OR
TEMPORARY OCCUPANCY ***
(E) $ -
T x 0.30 $ �I3,�22.4 OR
(T-E) $ 46
Use larger of Tx30% or
Date:
(B+C) x
0.25 =
* 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 DDES
Page 9 of 9 Unit prices updated: 02/12/02
Check out the DDES Web site at www.kingcounty.goy/permits Version: 11/26/08
King County Bond Form 2008 Report Date: 4/20/2015