23220 EDMONDS WAY-Bond Worksheet.pdfA�
Site Improvement Bond Quantity Worksheet S15 Webdate: 0212212013
I.fq
LV King County
Department of Permitting & Environmental Review
35030 SE Douglas Street, Suite 210
Snoclualmie, Washington 98065-9266 For alternate formats, call 206-296-6600.
206-296-6600 TTY Relay 711 (314). ZA 65P OAL,20/-// O&T
Project Name: Brackett Court Apartments Date: 11/18/2014
Location-. 23220 Edmonds Way, Edmonds, VVA Project No.: TBD
Activity No.: Exempt Project
Clearing greater than or equal to 5,000 board feet of timber?
KA _ yes W /A no
If yes, X
Forest Practice Permit Number.- (N/A (Exempt)�
(RCW 76.09) Z_ 1 A c- ou u rze�&-A -z� i -re)
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.
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Page 1 of 9
Project Bond Summary 23220 Edmonds Way
WOEIVED
NOV 19 2014
Unit prices updated: 02/12102
Version; 11/2612008
Report Date: 11/1812014
Site Improvement Bond Quantity Worksheet M Webdate: 02/2212013
Reference #
Unit
Pn' ce
. ..... U...-�.
nit
Quantity
# of
pplliic�rl6rls
C OS
EROSION/SEDIMENT CONTROL
Backfilf & compaction -embankment
ESC-1
5.62
CY
,Check dams, 4" minus rock
ESC-2
SWDM 5.4.6 3
$ 67.61
Each
.Crushed surfacing 1 1/4" minus
ESC-3
WSOOT 9-03.9(3)
$ 85.45
CY
Ditching
ESC-4
—5
-ES—C
—
$ 8.08
CY
Excavation -bulk
-
$ 1.50
--1000
Cy
1500
.Fence, silt
ESC-6
SWDM 5.4.3.1
$ 1.38
LF
220
304
Fence, Temporary (NGPE)
ESC-7
$ 1.38
LF
:Hydroseeding
ESC-8
SWIDM 5.4.2.4
$ 0.59
SY
Jute Mesh
ESC-9
SWDM 5-4.2.2
$ 1.45
SY
Mulch, by hand, straw, 3" deep
ESC-10
SWDM 5.421
$ 2.01
SY
300
2
1206
Mulch, by machine, straw, 2" deep
ESC-1 I
SWI)M 5.4,2.1
$ 0,53
SY
Piping,temporary, CPP, 6"
ESC-12
$ 10,70
LF
.Piping, temporary, GPP, 8"
ESC-13
$ 16,101
LF
Piping, temporary, CPP, 12"
ESC-14
$ 20,70
1 LF
—20
414
Plastic covering, 6mm thick, sandbagged
ESC-1 5
SWDM 5.4.2.3
$ 2.301
SY
Rip Rap, machine placed; slopes
ESC-1 6
WSDOT9-13,1(2)
$ 39.08 1
CY
Rock Construction Entrance, 50'xl5'xl'
ESC-17
SWDM 5.4.4.1
$ 1,464.34
Each
1
1464
Rock Construction Entrance, I 00'xl 5'x 1'
ESC-1 8
SWDIVI 5.4.4.1
$ 2,928.68
Each
Sediment pond riser assembly
ESC-19
SWDIVI 5.4�5.2
$ 1,949.38
Each
Sediment trap, 5' high berm
ESC-20
SWDM 5.4,5.1
$ 17.91
LF
25
448
.Sed. trap, Shigh, fiprapped spillway berm section
ESC�21
SWIDM 5.4,5.1
$ 68.54
LF
Seedinq, bV hand
Sodding, 1" deep, level ground
ESC-22
SWDM 5.4.2.4
$ 0.51
SY
300
153
ESC-23
SWDM 5.4-2.5
$ 6.03
SY
Sodding, 1 " deep, sloped ground
ESC-24
SWOM 5A.2.5
$ 7-.451
SY
TESC Supervisor
ESC-25
$ 74.75
HR
30
2243
Water truck, dust control
ESC-26
SWOM 5A.7
$ 97.75
HR
WRITE -IN -ITEMS (see page 9)
Each
Page 2 of 9
Project Bond Summary 23220 Edmonds Way
ESC SUBTOTAL:
30% CONTINGENCY & MOBIL17-ATION:
ESC TOTAL:
COLUMN:
$ 7,731.19
$ 2,319,36
$ 10,050.55
A
Unit prices updated: 02112102
Version: 11/26/2008
Report Date: 11/18/2014
Site Improvement Bond Quantity Worksheet
Web date: 1210212008
Existing
Right -of -Way
Future Ptblic Private
Right of Way Improvements
& Drainage Facilities
Quantity Completed
(Bond Reduction)*
Quant.
Unit Price
Unit
Quant.
Cost
Q .. t.
Cost Quant.
Cost
ComDlete�
Cost
GENERAL ITEMS
t�-O---
I
Backffll & Compaction- embankment
GI - -11
$ 5.62
CY
Backfill & Compaction- trench
G1 - 2
$ - 8.53
CY
1 80
682.40
370
3,156 1 D
CleartRemove Brush, by hand
GI-3
$ 0.36
SY
Clearing/G rub bing/Tree Removal
G1 -4
$ 8�876.16
Acre
0-05
443.81
0-5
4.438.08
Excavation - bulk
GI-51
$ 1.5D
CY
1100
1.650,00
Excavation - Trench
GI - 6
$ 4.06
CY
so
324.801
370
1,502.20
Fencing, cedar, 6'high
G1 - 7
$ 18.55
LF
Fencing, chain link, vinyl coated, 6' hiqh
GI - 8
$ - 13.44
LF
310
4,166.40
Fencing, chain link, qate, vinyl c
-oated, 2
GI -9
$ 1,271.81
Each
Fencing, split rail, Thigh
Gl - 1
$ 12.12
LF
fill & compact - common barrow
G1 - 111
$ 22.57 1
CY
fill & compact - gravel base
G1 - 12
$ 25.48
CY
,Fill & compact - screened toosoil
GI - 13
$ 37.135
CY
15
567.75
80
3,028.00.
-Gablon, 12" deep, stone filled mesh
G1 - 14
$ 54.31
SY
.13abion, 18" deep, stone filled mesh
GI - 15F$
74.85
Sy
Gabion, 36" deep, stone filled mesh
(31-16
$ 13248
SY
Grading, fine, by hand
GI - 17
S 2.02
SY
100
202.00
700
1,414.00
Gradinq, fine, with grader
GI - 18
$ 0.95
SY
560
532.00
Monuments, 3! lonq
GI - 19
$ 135.13
Each
Sensitive Areas Sign
(31-201
S 2.88
Each
—
- :Sodding, V deep, sloped ground
IGI
GI - 211
$ 7.46
SY
:Surveying, line & qrade
-2
$ 788,26
Dav
Surveying, lot location1lines
GI - 23
$ 1.556.64
Acre
Traffic control crew ( 2 flaggers
GI - 24
S 85.18
HR
8
681.44
Trail, 4" chipped wood
G1 - 25
$ 7.59
SY
Trail. 4" crushed cinder
G1 - 26
$ 8.33
SY
Trail, 4" top course
G1 - 27
$ 8,19
SY
Aall, retaining, concrete IGI
-281
$ 44.16
SF
,Wall, rookery IGI
- 291
$ 9,49,-
SF
995
9,442.56
Page 3 of 9
SUBTOTAL 2,902.20
29,329,33
Unit prices updated: 02/12/02
*KCC 27A authorizes only one bond reduction. Version: 11/26/08
Project Bond Summary 23220 Edmonds Way Report Date: 11/18/2014
Site Improvement Bond Quantity Worksheet
Web date: 12J02/2008
Existing
Right-of-way
Future Public
Right of Way
& Drainane Facilities
Private
Improvements
Bond Reduction*
Quant.
Unit Price
T
st
Quan Cost
7—
—Qunt. —Cost
Completel
Cost
ROADIMPROVEMENT
No.
AC Grinding, 4'wide machine < 1000sy
R1 - 1
$ 28.00
SY
AC Grinding, 4'wide machine i000-200C
R1 - 2
$ 15.00
SY
AC Grinding, 4'wide machine > 2000sy
RI - 3
S 7.OG
SY
AC Removal/Disposal/Repair
RI-4
$ 67.50
SY
30
2.025,00
Barricade, type I
Rl - 5
$ 30.03
LF
Barricade, type III (Permanent)
Rl - 6
$ 45.05
LF
Curb & Gutter, rolled
RI-71
$ 17.00
LF
.Curb & Gutter, vertical
RI-8
$ — 1250
LF
601
750.00T
.Curb and Gutter. demolition and disDosa
RI-9
S 18.00
LF
60
1,080.001
Curb, e)druded aspha[I
Ri - IG
$ 5.50
LFf
Curb, extruded concrete
RI - 11
$ 7.00 1
LF
60
420.00
.Sawcut, asphalt, 3" dej)th
RI - 121
S 1-851
LF
100
185.00
-Sawcut, concrete, per 1" depth
RI - 131
S 1.69
LF
I
Sealant, asphalt
Rl - 141
$ 1.25
LF 1
—1001
125.00
Shoulder, AC, (see AC road unit price I
R1 - 1,91
$ -
SY I
Shoulder, gravel, 4" thick
RI - 16�.
$ 15.00
SY
Sidewalk, 4" thick
RI - 17l
$ 35.00
SY
80
2,800.00
1051
3,675.00
Sidewalk, 4" thick, demolition and disDos
RI - 18
$ 29.50
SY
I
Sidewalk, 5" thick —
R1 - 19
$ 38.50
Sy
40
1,540.001
151
577.50
Sidewak 5" thick. demolition and discos
R1 - 20
$ 37.50
SY
Sign, handicap
RI - 21
$ 85.28
Each
Striping, per stall
RI-22
$ 5.82
Each
Striping, thermoplastic. f for crosswalk I
RI - 23
$ 2.38
SF
Striping, 4" reflectorized line
R1 - 24
$ 0.25
LF
Page 4 of 9
SUBTOTAL 8,505.00
4,67250
Unit prices updated: 02/12/02
*KCC 27A authorizes only one bond reduction. Version- 11/26108
Project Bond Summary 23220 Edmonds Way Report Date: 11/18/2014
Site Improvement Bond Quantity Worksheet
Web date: 12102=08
Existing
Right-of-way
Future Public
Right of Way
& Drainage Facilities
Private
Improvements
Bond Reduction*
Quant.
Unit Price Unit Quant. Cost Quant,__L Cost Quani. Cost
Completel 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) add
d 2 "p5e, add
"'O"'a' - '
RS - 1
RS - 1
$ 3.60
$ 3 ' 60
1 SY
AC Overlay, 1. 5 " AC
S
RS - 2
$ 11.25
SY
AC Overlay, 2" AC
.AC Road, 2". 4" rock. First 2500 SY
qover
RS - 3
RS-4
$ 15.00
$ 21 M
V$21.00
Sy
SY
AC Road, 2", 4" rock, QlY. over 2500SY
RS -
$ i gm
::�
SY
AC Road, 3", 4',' rock, First 2500 SY
.0
RS - 6
$ 2 .30
$ 23.30
SY
AC Road, 3", 4" rock, �Qty,
QJY v 500 Sy
2500 SY
S
RS - 7
0
Sy
�AC Road, 5", First 2500 SY
.,kC Road, 5", Qty. Over 2500 SY
IRS-9
$ 25.001
—33.
SY
AC Road, 6", First 25DO SY
FIRS-1 V11-T
10 1
SY
AC Road, 6", QtY. Over 2500 SY il:Rs
- 11
'S -
$ 30.00
30 '00
SY
Sy
,Asphalt Treated Base, 4' thick IRS
- I'
$ 20.00
SY
Gravel Road, 4" rock, First 2500 SY
RS - 1"
$ 15.00
Sy
Gravel Road, 4" rock, QtY. over 2500 SY
!RS - 1
$ 8.50
SY
Sy
PCC Road, 6". no base, over 2500 SY
,027,00
RS - 1
$
SY
Y
PCC Road, 6", no base, over 2500 SY
-�S
2 IS -5 n I
5
qv I
,Thickened Edge
RS - 11
$ 8. 60
U-W I
L F
Page 5 of 9
SUBTOTAL
*KCC 27A authorizes only one bond reduction. Unit prices updated: 02112/02
Project Bond Summary 23220 Edmonds Way Version: 11/26108
Report Date: 11/18/2014
UKAINA(3L (CPP = Cora
Access Road, RID
_�Oliards - fixed
Bollards - removable
' (CGs include frame and I;d)
C6 Type I
CS Type IL
CB Type It. 48" diameter
for additional dcplh over 4'
C-B Type 11. 54" diameter
for additional depth over 4'
C6 Type 11, 60" diameter
for additional depth over 4'
CB Type 11. 72" diameter
for additional depth over 4'
Through -curb Inlet Framework
Cleanoul, PVC. 4"
Cleanout, PVC, 61,
Cleanout. PVC, 8"
Culvert. PVC. 4"
Cutvert, PVC, 6"
,Culvert, PVC, &I
.ulvert, PVC, 12,
Culvert, CMP, 8"
Culvert. CMP, 12"
CUIVert, CMP, 15"
P�Ulvert,_CMP, 18"
Culvert, CMP. 24'
Cuiverl. CMP, 3011
Culverl. OMP, 36'
Culvert, CMP, 48"
Culvert, CMP, 6011
Culvert, CMP, 72"
Page 6 of 9
Site Improvement Bond Quantity Worksheet
P�ri-U�nil
Plastic Pipe. N12 or Equivalent)
D-
21.00
SY
D-2
$ 240,74
Each
D - 3
452.34
Each
D-4
1.257.64
Each
D - 5
$ 1,433.59
Each
0-6
$ 2.033.57
Each
D-7
S 4 6.52
3
FT
D-8
$ 2,1 92.54
Each
1)_9
$ 486M
FT
I) - 10
$ 2,351.52
Each
D-11
$ 536.54
FT
D - 12
$ 3,212.64
Each
D - 13
S 692.21
FT
D - 141
$ 366M
Each
D- 15
$ 130.55
Each
D - 16
S 174.90
Each
D - 17
S 224.19
I
Each
D-19
$ 8.64
LF
D - 19
$ 12.60
LF
1�-
�20$ 13.33
LF
I u _ 2"
)-211
$ 2
$ 2
LF
D - 22
S 1
S 17.251
LF 1
1
D-23
$ 2
$ 26.45
LF
D 24[
- 24
$ 3
$ 32.73
LF
D - 251
$ 37.74 1
LF I
D - 261
$ 53.33
LF
D - 271
$ 71.45
LF
D - 281
$ 112.11
LF
D-29
S 140.8131
LF
D - 30
ED-
35.45
$ 2 ff
LF
31J0$302.581
LF
SUBTOTAL
Web date: 121021200B
Existing Future Public Private Bond Reductiow
Right-of-way Right of Way Improvements
& Drainage Facilities QU
Cost Quaw. I cwt— Quant, I —cost Com
ForCulveriprires. AvaragL c! 4'cover was assurned Assume pelorated PVC is same Drice as solid Djne�
11,318.76
2M3.57
13,352.33
*KCC 27A authorizes only one bond reduction. Unit prices updated: 02112/02
Project Bond Summary 23220 Edmonds Way Version: 11/26108
Report Date: 11/18/2014
Site Improvement Bond Quantity Worksheet
Wab date� 1210212008
DRAINAGE CONTINUED
Existing
Right-of-way
Future Public
Right of Way
& Drainage Facilities
Private
Improvements
Quant.
Bond Roduction'
Quant.
Culverl. Concrete. 8"
No�
D - 321
I Unit Price
Unit
Quant.
Cost
S
F
Culvert, Concrete, 12"
D - 331
$ 30.05
LF
Culverl. Concrete, 151,
-Eulvert
D - 341
$ 37.34
LF
C-nr,�te,. 18"
D - 351
$ 44.51
LF
Culvert, Concrete, 24"
D - 361
$ 61,07
LF
Culvert, Concrete, 30"
D - 37
$ 104.18
LF
1--ulver(, Concrete, 36"
D - 38
E-39
$ 1�Z-§3
LE
I
Culvert, Concrete, 42"
D
$ .__ �:
I F
Culven. Concrete, 48"
D - 40
$ 175.94
LF
Culverl. CPP. 6"
0-41
S 10.71)
LF
Cu;vert. CPP. 8"
Culvert, CPP, 12"
Culvert, CPP, 15"
-42
D-43
D -44
$ 16-10
S 2070
$ 23.00
LF
LF
LF
20
414
260
9
1863
Culver[. CPP, 18"
D -45
$ 27.60
LF
Culvert, CPP, 24"
D - 461
$ 36.80
LF
Culvert, CPP, 30"
D - 47
$ 48.30
LF
Culvert, CPP' 36'
D-48
S 55.20
LF
Ditching
D - 49
$ 8.08
CY
:h
Flow Dispersal Trench (1,436 base+)
D - 50
$ 25.99
LF
French Drain (3'dlEepth)
0-51
$ 22.60
LF
Geotextile. laid in trench, polvoropvlene
D - 52t$
2,40
SY
Infiltration pond tes t' 'g
'
1) - 5-11
0 3
it 7A 7r
Z
Mid -lank Access Riser, 48" dia, 6'de 'P
D- 4
5
-P !t0UZ36."9U
Each
Pond Over -flow Spiliway
D - 55
$ 14.01
SY
RestrictoF/Oil Separator, 1211
Restrictor/Oil Separator, 15"
D - 56
S 1.045.19
$ 1,095.56
Each
Each
1045.19
Restrictor/Oil Separator. 18"
D - 58
D - "'
$ 1.146' 16
$ 4'
Each
Riprap, placed
D
Q - 59
c
39 08
CY
Tank End Reducer (36" diameter)
D-60
$ 1,000 rn
Trash Rack, 12"
1) -6
1
5 21 1
Uri
Trash Rack, 15"
D - 62
_3
$ 237 27
Each
Trash Rack, 18"
D - 63
$ 268.89
a
Each
Trash Rack, 21
_ 6
D - 64
$ 306
$ 306.84 11
Each
Page 7 of 9
SUBTOTAL 414
7094-19
*KCC 27A authorizes only one bond reduction, Unit prices updated: 02112102
Project Bond Summary 23220 Edmonds Way Version: 11/26/08
Report Date: 1111812014
Site Improvement Bond Quantity Worksheet
Web date� 12102/2008
Existing
Right-of-way
Future Public
Right of Way
& Oral Farilities
Private
Improvements
Bond Reduction*
Quant.
Cost
Hce
Unit
Quant. Price
7�
Quant. Cost
PARKING LOT SURFACING
No.
2" AC, 2" top course rock & 4" borrow
PL- 1
$ 21.00
-SY
11970
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
UTILITY POLES & STREET LIGHTING Utility pole relocation costs must be accompanied by Franchise Utility's Cost Statement
Utility Pole(s) Relocation
UP-1
Lump Sum
15001
Street Light Poles wiLuminaires
UP-2
Each
WRITE -IN -ITEMS
(Such as detentionfwater quality vaults.)
No.
Storm Detention Chamber Vault
Storm Sand Filter Vault
WI - 1
WI -2
$ 4,000.00
$ 5,000.00
Each
Each
4,000.00
5,000.00
wl -3
CY
WI -4
LF
WI - 51
FT
wl - 6
wl - 7
Wl -8
wl -9
wt - 10
SUBTOTAL
SUBTOTAL (SUM ALL PAGES):
30% CONTINGENCY & MOBILIZATION:
GRANDTOTAL:
COLUMN:
Page 8 of 9
1,500.00
13,321.20
3.996.36
17,317.56
8
F.
20,970.00
75.418.35
22,625.51
98,1343,86
D
E
*KCG 27A authorizes only one bond reduction. Unit prices updated: 02/12/02
Project Bond Summary 23220 Edmonds Way Version: 11126/08
Report Date: 11/1812014
Site Improvement Bond Quantity Worksheet
Original bond computations prepared by:
Name -
PE Registration Number:
Neil Latta
37391
Date:
Tel. 9:
Web date: 12J02/2008
11/7/2014
360-671-7002
Firm Name: Web Engineering Ltd
Address: 125 W Kellogg Road. Bellingham, WA 98226 Project No: TBD
ROAD IMPROVEMENTS & DRAINAGE FACILITIES FINANCIAL GUARANTEE REQUIREMENTS
Stabilization/Erosion Sediment Control (ESC)
Existing Right-cf-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)
PERFORMANCE BOND*
AMOUNT
$ 10,050.5
(B) $ 17,317.6
98,043.9 1
(A+B) $ 27,388.1
(T) $ 125,412.0
Minimum bond' amount is $2000.
BOND* AMOUNT
REQUIRED AT RECORDING OR
TEMPORARY OCCUPANCY —
T x 0.30 $ 37,623.6 OR
(T-E) $ 125,412.0
Use larger of Tx3O% or (T-E)
Date:
PUBLIC ROAD & DRAINAGE
MAINTENANCEIDEFECT BOND'
(B+C) X
0.25 = $ 4,329.4_
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.
I I
REQUIRED BOND* AMOUNTS ARE SUBJECT TO REVIEW AND MODIFICATION BY DDES
Page 9 of 9 Check out the DDES Web site at www.kin Unit prices updated: 02/12/02
_gcounty. goylpermits Version: 11/26108
Project Bond Summary 23220 Edmonds Way Report Date: 11 /18/2014