PLN20130073-Echelbarger-Bond Worksheet.pdfSite Improvement Bond Quantity Worksheet Web date: 11/21/2005
King County
Department of Development & Environmental Services
900 Oakesdale Avenue Southwest
Renton, Washington 98055-1219 For alternate formats, call 206-296-6600.
206-296-6600 TTY 206-296-7217
Project Name: ECHELBARGERS 2-LOT SHORT PLAT Date: 7/11/2014
Location: EDMONDS Project No.:
Activity No.:
Clearing greater than or equal to 5,000 board feet of timber?
yes
If yes,
Forest Practice Permit Number:
(RCW 76.09)
X no
PLN20130073
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.
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Page 1 of 9
5436 Bond Quantity Worksheet 07-11-2014
Z, 3zq• 3v 1ws?er-noAr FeE.5
JUL 15 � �
2011,
ENGINEERING DIVISION Unit prices updated: 02/12/02
AF'P D SNOT D Version: 04/22/02
Date: `l I Report Date: 7/11 /2014
Site Improvement Bond QUantity Worksheet Web date:11/21/2005
_..... .. .... ....; `... .. ...
` ....Deference # ..
unit
Price :: , :
,,.
:::. �init..::
"'Quanta
#.� :.:...•.'':, :
Appllnatians .'. _.
:' :::;': ' ' ':'`
; ;:• Cost.`
ERt3S1QN1SEDIMENT CONTROL
(dumber
Sackfill & compaction -embankment
ESC-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
620
1
856
Fence, Temporary (NGPE)
ESC-7
$ 1.38
LF
_
Hydroseeding
ESC-8
SWDM 5.4.2.4
$ 0.59
SY
850
1
502
Jute Mesh
ESC-9
SWDM 5.4.2.2
$ 1.45
SY
_
Mulch, by hand, straw, 3" deep
ESC-10
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, W
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
100
1
230
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'xl'
ESC-18
SWDM 5.4.4.1
$ 2,928.68
Each
Sediment pond riser assembly
ESC-19
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
8
1
598
Water truck, dust control
ESC-26
SWDM 5.4.7
$ 97.75
HR
8
1
782
WRI7E.IN. IT-19M"M see
Tree Protection
$ 300.00
Each
5
1
1500
_
Inlet Protection
$ 50.00
9
1
450
ESC SUBTOTAL: $ 6,381.44
30% CONTINGENCY & MOBILIZATION: $ 1,914.43
ESC TOTAL: $ 8,295.87
COLUMN: A
Page 2 of 9
5436 Bond Quantity Worksheet 07-11-2014
Unit prices updated: 02/12/02
Version: 04/22/02
Report Date: 7/11/2014
Site Improvement Bond Quantity Worksheet
Web date: 1112112005
Existing
Future Public
Private
Quantity.Compieted
Right of Way
R oad I 'p.rove entr is
to provemt
ens
n d Reduction
(Bo ion)*
�. .._.., -
.. .....
• ...�
& D`ralnae'Facifities ..Quart
Un!t t?rrce.
Unit ..
Quart.'.`
'. Cost
Quailt.
Cost
Quart.....
Cost
Com ete
Cost i
Backfill & Compaction- embankment
Gt - 1
$
5,62
CY
200
1,124.00
Backfill & Compaction- trench
G1 - 2
$
8.53
CY
Clear/Remove Brush, by hand
G1 - 3
$
0.36
SY
Clearing/Grubbing/Tree Removal
GI - 4
$
8,876,16
Acre
0.425
3,772.37
Excavation - bulk
GI - 5
$
1.50
CY
350
525.00
Excavation - Trench
GI-61
$
4.06
CY
25
101.50
Fencing, cedar, 6' hi h
GI-7
$
18,55
LF
Fencing, chain fink, vinyl coated, 6' hi
GI-8
$
13.44
LF
Fencing, chain fink, gate, vinyl coated,
GI - 9
$
1,271.81
Each
Fencing, split rail, 3' hi h
GI - 10
$
12.12
LF
Fill & compact - common barrow
GI - 11
$
22,57
CY
200
4,514.00
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
G1 - 16
$
132.48
SY
Grading, fine, by hand
GI - 17
$
2,02
SY
250
505.00
Grading, fine, with grader
GI - 18
$
0.95
SY
2060
1,957,00
Monuments, T Ion
GI - 19
$
135.13
Each
Sensitive Areas Sin
GI - 20
$
2.88
Each
Sodding, 1"deep, sloped ground
GI -21
$
7.46
SY
Surveying, fine & grade
GI - 22
$
788,26
Da
Surveying, lot location/lines
GI - 23
$
1,556.64
Acre
Traffic control crew 2 ff aggers
GI - 24
$
85,18
HR
40
3,407.20
Trail, 4" chied 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
Page 3 of 9
SUBTOTAL 3,407.20
12,498.87
Unit prices updated: 02/12102
'KCC 27A authorizes only one bond reduction. Version: 4/22/02
5436 Bond Quantity Worksheet 07-11-2014 Report Date: 7/1112014
Site Improvement Bond Quantity Worksheet Web date: 11/21/2005
ExlstEng
Future Puh11c `
Prlvate
Bond Re. mction'.
t3fght of way
!toad ]mprovements
lihMvements
..
Unit?nce .. '.
�in�t
- 'Quant : : host
Qiient. Gost ''
iluant..
- Cnst
Com'lete
Cost -'
ROA6,1IMPROUEMEN7 .. _:.. ;...E14
AC Grindin , 4'wide machine < 1000s
$
23.00
SY
AC Grindin , 4'wide machine 1000-200
$
5.75
SY
AC Grindin , 4'wide machine > 2000s
$
1.38
SY
AC Removal/Dis osal/Re air
$
41.14
SY
24
987.36
Barricade, type I
RI - 5
$
30.03
LF
Barricade, type III Permanent
RI - 6
$
45.05
LF
Curb & Gutter, rolled
RI - 7
$
13.27
LF
Curb & Gutter, vertical
RI - 8
$
9.69
LF
100
969.00
Curb and Gutter, demolition and dis os
IRI - 9
$
13.58
LF
Curb, extruded asphalt
RI - 10
$
2.44
LF
Curb, extruded concrete
RI - 11
$
2,56
LF
Sawcut, asphalt, 3" depth
RI - 12
$
1.85
LF
120
222.00
Sawcut, concrete, per 1" depth
RI - 13
$
1.69
LF
Sealant, asphalt
RI - 14
$
0.99
LF
120
118.80
Shoulder, AC, see AC road unit price
RI - 15
$
-
SY
Shoulder, gravel, 4" thick
RI - 16
$
7.53
SY
Sidewalk, 4" thick
Rl - 17
$
30,52
SY
Sidewalk, 4" thick, demolition and dis o
RI - 18
$
27.73
SY
Sidewalk, 5.5" thick
RI - 19
$
37.15
SY
51
1,894.65
Sidewalk, 6" thick, at driveway
Rl - 20
$
39,36
SY
7
275.52
Sign, handicap
RI - 21
$
85,28
Each
Striping, per stall
RI - 22
$
5,82
Each
Striping, thermoplastic, for crosswalk
RI - 23
$
2.38
SF
Striping, 4" reflectorized line
RI - 24
$
0.25
LF
Page 4 of 9
SUBTOTAL 4,467.33
Unit prices updated; 02/12/02
"KCC 27A authorizes only one bond reduction. Version: 4/22/02
5436 Bond Quantity Worksheet 07-11-2014 Report Date: 7/11/2014
Site Improvement Bond Quantity Worksheet
Web date: 11/21/2005
Existing
Right-of-way
Future Public
Road Improvements
& Drainage Facilities
Private
Improvements
Bond Reduction*
Quant.
Com fete
Cost
Unit Price
I Unit
Quant. Cost
Quant. I Cost
Quant. 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 ad
RS - 1
$ 3.60
SY
AC Overlay, 1.5" AC
RS - 2
$ 7.39
SY
AC Overlay, 2" AC
RS - 3
$ 8.75
SY
AC Road, 2", 4" rock, First 2500 SY
RS - 4
$ 17.24
SY
AC Road, 2", 4" rock, Qty. over 2500SY
RS - 5
$ 13.36
SY
AC Road, 3", 4" rock, First 2500 SY
RS - 6
$ 19.69
SY
AC Road, 3", 4" rock, Qty. over 2500 S
RS - 7
$ 15.81
SY
AC Road, 5", First 2500 SY
RS - 8
$ 14.57
SY
AC Road, 5", Qty. Over 2500 SY
RS - 9
$ 13.94
SY
AC Road, 6", First 2500 SY
RS - V
$ 16.76
SY
AC Road, 6", Qty. Over 2500 SY
RS - 1
$ 16.12
SY
Asphalt Treated Base, 4" thick
RS - 1
$ 9.21
SY
Gravel Road, 4" rock, First 2500 SY
RS - 1
$ 11.41
SY
Gravel Road, 4" rock, Qty. over 2500 S
S - 1
$ 7.53
SY
PCC Road, 5", no base, over 2500 SY
:RS-ld
$ 21.51
SY
PCC Road, 6", no base, over 2500 SY
RS - 1
$ 21.87
SY
Thickened Edge
RS - 1
$ 6.89
LF
0
1,233.50
j0
Page 5 of 9
SUBTOTAL 1_033.50
Unit prices updated: 02/12/02
*KCC 27A authorizes only one bond reduction. Version: 4/22/02
5436 Bond Quantity Worksheet 07-11-2014 Report Date: 7/11/2014
Web date: 11/2112006
Access Road, RID
D - 1
$ 16.74 1
SY
Bollards -fixed
D - 2
$ 240.74
Each
Bollards - removable
D - 31
$ 4.52,341
Each
CBs include frame and lid
CB jXRe l
D- 4
$ 1,257.64
Each
3
3,772,92
CB Type IL
D - 5
$ 1,433.59
Each
CB Type Il, 48" diameter
D - 6
$ 2,033.57
Each
for additional depth over 4'
0-7
$ 436.52
FT
CB Type Il, 54" diameter
D - 8
$ 2,192.54
Each
for additional dej± over 4'
D - 9
$ 486.53
FT
CB Type Il, 60" diameter
D - 10
$ 2,351.52
Each
for additional depth over 4'
0 - 11
$ 536.54
FT
CB Type 11, 72" diameter
D - 12
$ 3,212.64
Each
for additional depth over 4'
D - 13
$ 692.21
FT
Yard Drain
D - 14
$ 400.00
Each
8
3,200.00
Cleanout, PVC, 4"
D - 15
$ 130.55
Each
8
1,044.40
Cleanout, PVC, 6"
D - 16
$ 174.90
Each
5
874.50
Cleanout, PVC, 8"
D - 17
$ 224.19
Each
Culvert, PVC, 4"
D - 18
$ 8.64
LF
250
2,160.00
Culvert, PVC, 6"
D - 19
$ 12.60
LF
59
743.40
Culvert, PVC, 8"
D - 20
$ 13.33
LF
Culvert, PVC, 12"
0 - 21
$ 21.77
LF
Culvert, CMP, 8"
0 - 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"
D - 31
$ 302.58
LF
Page 6 of 9
SUBTOTAL
11.795.22
Unit prices updated: 02/12/02
`KCC 27A authorizes only one bond reduction. Version: 4122102
5436 Bond Quantity Worksheet 07-11-2014 Report Date: 7/11/2014
FITOTOMM
Web dale: 11121/2005
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
Culvert, CPP, 8"
D - 42
$ 16.10
LF
Culvert, CPP, 12"
D - 43
$ 20.70
LF
Culvert, CPP, 15"
D - 44
$ 23,00
LF
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 - 48
$ 55.20
LF
Ditching
D - 49
$ 8.08
CY
Flow Dispersal Trench 1,436 base+
D - 50
$ 25.99
LF
French Drain T 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' dee
D - 54
$ 1,605.40
Each
Pond Overflow Spillway
D - 55
$ 14,01
SY
Restrictor/Oii 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
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"
D - 64
$ 306,84
Each
Page 7 of 9 SUBTOTAL
Unit prices updated: 02/12/02
"KCC 27A authorizes only one bond reduction. Version: 4/22/02
6436 Bond Quantity Worksheet 07-11-2014 Report Date: 7/11/2014
Site Improvement Bond Quantity Worksheet
Web date: 11/21/2005
Existing
Right-of-way
Future Public
Road Improvements
& Drainage Facititles
Private
Improvements
Bond Reduction*
Quant.
Com fete
Cost
Unit Price
Unit
Quant. Price
Quant. Cost
Quant. F Cost
PARKING LOT SURFACING
No.
2" AC, 2" top course rock & 4" borrow
PL - 1
$ 15.84
SY
10
158.4
485
7682.4
2" AC, 1.5" top course & 2.5" base cou
PL - 2
$ 17.24
SY
4" select borrow
PL - 3
$ 4.55
SY
1.5" top course rock & 2.5" base course
PL-4
$ 11.41
SY
WRITE -IN -ITEMS
Such as detention/water quality vaults.
No.
Infiltration Trench Installed
WI - 1
$ 45.00
CY
139
6,255.00
Cluster Box Units CBU's
WI - 2
$ 500.00
Each
1
500.00
WI-3
WI-4
WI-5
WI-6
WI-7
WI-8
WI-9
wi-10
SUBTOTAL 158.40
SUBTOTAL (SUM ALL PAGES): '3A3Z -� 3"66X3
30% CONTINGENCY & MOBILIZATION: IJ01
.8b a,719.93
GRANDTOTAL: (v �Z• 8 11, .86.36
COLUMN: B
Page 8 of 9
C
14,437.40
38;739.49
11) 9Z1• 1;6 11,619.45
50,350.93 D
Unit prices updated: 02/12/02
*KCC 27A authorizes only one bond reduction. Version: 4/22/02
5436 Bond Quantity Worksheet 07-11-2014 Report Date: 7/11/2014
Site Improvement Bond Quantity Worksheet Web date: 11/21/2005
Original bond computations prepared by:
Name: ECHELBARGERS 2-LOT SHORT PLAT Date: 7/11/2014
PE Registration Number: Tel. #: 425-775-1591
Firm Name: LSA ENGINEERS
Address: 19217 36th Ave. W. Suite 106 Lynnwood, WA. 98036 Project No: PLN20130073
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 Road Improvements & Drainage Facil
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)
(B)
(C)
(D)
REQUIRED AT RECORDING OR
$ 8,295.9 TEMPORARY OCCUPANCY ***
$ fU�N42,81 11;786.4
$ 51 04- 49 54.,350.9 "
(A+B) $ IS, i38. to ,2a,082.2
(T) $ 70,433.2
Minimum on amount is
JOHN YUEN
(E)
T x 0.30 $ 24;429:9 OR
(T-E) $ P70;433.2-.
Use larger of Tx3 a or (TT.-_
Date:
(B+C) x
0.25 = $ 2;946.6
7/11/2014
* NOTE: The word 'bond" as used in this document means any 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.
SURETY BOND RIDER NOTE: If a bond rider is used, minimum additional performance bond shall be r$ ..50,350.9 (C+D)-E
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.metrokc.gov/ddes Version: 4/22/02
5436 Bond Quantity Worksheet 07-11-2014 Report Date: 7/11/2014