PLN20160015_SelectHomes-1 bond corrections.pdfSite Improvement Bond Quantity Worksheet S15 Webdate: 04/03/201E
La King County
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 TW Relay 711
Project Name: Select 8721 218th St SW 2-Lot Short Plat Date: 10/11 /2016
Location:
8721 218th St SW
Clearing greater than or equal to 5,000 board feet of timber?
yes no
If yes,
Forest Practice Permit Number:
(RCW 76.09)
Page 1 of 9
Project No.:
Activity No.:
PLN 2016 0015
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.
TESC + ROW = 8,052..60 I 7�
Private = $68,269.50 01 toq
All = $86,322.00 cq--71 -5- A. q5
Bond to Construct: $18,052.50 x 120% = $21,663-00-
Bond to Record: $86, 22:00 x 120% = $103,M6.40
Q
Inspection Fees: $861322.d x 3.3% = $27848:6-3
15-032 8721 218th East SP - Bond Quantity Worksheet
�1-71 Le-a4RECE
7q 1vED
OCT 11 2016
ENGINEERING DMEiON
Unit prices updated: 3/2/2015
Version: 3/2/2015
Report Date: 10/10/2016
Site Improvement Bond Quantity Worksheet S15 Webdate: 04/03/201:
Reference #
Unit
Price
Unit
Quantity
# of
Applications
Cost
EROSION/SEDIMENT CONTROL
Number
Backfill & corn paction-embankment
ESC-1
S 6.00
CY
Check dams, 4" minus rock
ESC-2
SWDM 5.4.6.3
$ 80.00
Each
Crushed surfacing 1 1/4" minus
ESC-3
WSDOT 9-03.9(3)
$ 95.00
CY
Ditching
ESC-4
$ 9.00
CY
Excavation -bulk
ESC-5
$ 2.00
CY
Fence, silt
ESC-6
SWDM 5.4.3.1
$ 1.50
LF
250
1
375
Fence, Temporary (NGPE)
ESC-7
$ 1.50
LF
71
Hydroseeding
ESC-8
SWDM 5.4.2.4
$ 0.80
SY
1000
1
800
Jute Mesh
ESC-9
SWDM 5.4.2.2
$ 3.50
SY
Mulch, by hand, straw, 3" deep
ESC-10
SWDM 5.4.2.1
$ 2.50
SY
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
Piping, temporary. CPP, 8"
ESC-13
$ 14.00
LF
Piping, temporary, CPP, 12"
ESC-14
$ 18.00
LF
Plastic covering, 6mm thick, sandbagged
ESC-15
SWDM 5.4.2.3
$ 4.00
SY
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
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
10
1
1100
Water truck, dust control
ESC-26
SWDM 5.4.7
$ 140.00
HR
5
1
700
WRITE -IN -ITEMS **** (see page 9)
Catchbasin Protection
S 100.00
Each
5
1
500
ESC SUBTOTAL:
30% CONTINGENCY & MOBILIZATION:
ESC TOTAL:
COLUMN:
Page 2 of 9
15-032 8721 218th East SP - Bond Quantity Worksheet
7
$ 5,275.00'
$ 1.1582.50
$ 6,857.50
A
Unit prices updated: 3/2/2015
Version: 3/2/2015
Report Date: 10/10/2016
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
F Cost
GENERAL ITEMS
No.
Backfill & Compaction- embankment
GI - 1
$ 6.00
CY
500
3.000.00
Backfill & Compaction- trench
GI - 2
$ 9.00
CY
Clear/Remove Brush, by hand
GI - 3
$ 1.00
SY
Clearing/Grubbing/Tree Removal
GI - 4
$10,000.00
Acre
0.2
2,000.00
Excavation - bulk
GI - 5
$ 2.00
CY
500
1,000.00
Excavation - Trench
GI - 6
$ 5.00
CY
Fencing, cedar, 6' high
GI - 7
$ 20.00
LF
Fencing. chain link. vinyl coated. 6' high
GI-8
$ 20.00
LF
Fencing, chain link, gate, vinyl coated, 2
GI-9
$ 1,400.00
Each
Fencing, split rail, 3' high
GI - 10
$ 15.00
LF
Fill & compact - common barrow
GI - 11
$ 25.00
CY
Fill & compact - gravel base
GI - 12
$ 27.00
CY
Fill & compact - screened topsoil
GI - 13
$ 39.00
CY
Gabion. 12" deep, stone filled mesh
GI - 14
$ 65.00
SY
Gabion. 18" deep. stone filled mesh
GI - 15
$ 90.00
SY
Gabion, 36" deep, stone filled mesh
GI - 16
$ 150.00
SY
Grading. fine, by hand
GI - 17
$ 2.50
SY
Grading. fine. with grader
GI - 18
$ 2.00
SY
Monuments, 3' long
GI - 19
$ 250.00
Each
Sensitive Areas Sin
GI - 20
$ 7.00
Each
Sodding. 1" deep. sloped around
GI - 21
$ 8.00
SY
Surveying, line & grade
GI - 22
$ 850.00
Da
Surveying. lot location/lines
GI - 23
$ 1,800.00
Acre
Traffic control crew ( 2 fla gers 1
GI - 24
$ 120.00
HR
Trail, 4" chipped wood
GI - 25
$ 8.00
SY
Trail, 4" crushed cinder
GI - 26
$ 9.00
SY
Trail. 4" top course
GI - 27
$ 12.00
SY
Wall, retaining, concrete
GI - 28
$ 55.00
SF
'Wall, rockery
GI - 29
$ 15.00
SF
Page 3 of 9
SUBTOTAL
6,000.00
Unit prices updated: 03/02/2015
*KCC 27A authorizes only one bond reduction. Version: 03/02/2015
15-032 8721 218th East SP - Bond Quantity Worksheet Report Date: 10/10/2016
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 < 1000sv
RI - 1
$ 30.00
SY
AC Grindina. 4' wide machine 1000-2000
RI - 2
$ 16.00
SY
AC Grinding, 4' wide machine > 2000s
RI - 3
$ 10.00
SY
AC Removal/Disposal
RI - 4
$ 35.00
SY
40
1,400.00
190
6.650.00
Barricade. tvoe III ( Permanent 1
RI - 6
$ 56.00
LF
Curb & Gutter, rolled
RI - 7
$ 17.00
LF
Curb & Gutter, vertical
RI - 8
$ 12.50
LF
Curb and Gutter. demolition and disposal
RI-9
$ 18.00
LF
Curb, extruded asphalt
RI - 10
$ 5.50
LF
Curb, extruded concrete
RI - 11
$ 7.00
LF
Sawcut, asphalt. 3" depth
RI - 12
$ 1.85
LF
70
129.50
Sawcut, concrete, per 1" depth
RI - 13
$ 3.00
LF
Sealant, asphalt
RI - 14
$ 2.00
LF
70
140.00
Shoulder. AC. ( see AC road unit price)
RI - 15
$ -
SY
Shoulder. aravel. 4" thick
RI - 16
$ 15.00
SY
Sidewalk, 4" thick
RI - 17
$ 38.00
SY
Sidewalk. 4" thick, demolition and dispos
RI - 18
$ 32.00
SY
Sidewalk. 5" thick
RI - 19
$ 41.00
SY
Sidewalk, 5" thick, demolition and dispos
RI - 20
$ 40.00
SY
Sian, handicap
RI - 21
$ 85.00
Each
Striping, per stall
RI - 22
$ 7.00
Each
Striping, thermoplastic, ( for crosswalk )
RI - 23
$ 3.00
SF
Strioina. 4" reflectorized line I
RI - 24
$ 0.50
LF
Page 4 of 9
SUBTOTAL 1,669.50
6,650.00
Unit prices updated: 03/02/2015
*KCC 27A authorizes only one bond reduction. Version: 03/02/2015
15-032 8721 218th East SP - Bond Quantity Worksheet Report Date: 10/10/2016
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 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
HMA 1/2" Overlay. 1.5"
RS-2
$ 14.00
SY
HMA 1/2" Overlay 2"
RS - 3
$ 18.00
SY
HMA Road, 2", 4" rock, First 2500 SY
RS-4
$ 28.00
SY
HMA Road. 2". 4" rock. Qty. over 2500 S
RS - 5
$ 21.00
SY
HMA Road. 3". 9 1/2" Rock, First 2500 S
RS - 6
$ 35.00
SY
( ;ab
' 7_7, 0 325 00
—150
1O251).O6
HMA Road, 3", 9 1/2" Rock, Qty Over 25
RS-7
$ 42.00
SY
Not Used
RS - 8
Not Used
RS - 9
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
HMA 3/4" or V. 4" Depth
RS - 12
$ 20.00
SY
Gravel Road, 4" rock, First 2500 SY
RS - 13
$ 15.00
SY
Gravel Road. 4" rock, Qty. over 2500 SY
RS - 14
$ 10.00
SY
PCC Road (Add Under Write -Ins w/Desi
iRS - 15
Thickened Edge
IRS - 17
$ 8.60
LF
QJSL4
h '588:00
Page 5 of 9
SUBTOTAL 7* 10 .3325:Ir
l2� I1 A s.aamc
I
Unit prices updated: 03/02/2015
*KCC 27A authorizes only one bond reduction. Version: 03/02/2015
15-032 8721 218th East SP - Bond Quantity Worksheet Report Date: 10/10/2016
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.T Cost
Quant. Cost
DRAINAGE (CPP = Corrugated Plastic Pipe, N12 or Equivalent) For Culvert prices. Average of 4' cover was assumed. Assumeperforated PVC is same price as solid Di e.
.Access Road, R/D
D - 1
$ 21.00
SY
Bollards - fixed
D - 2
$ 240.74
Each
Bollards - removable
D - 3
$ 452.34
Each
' (CBs include frame and lid)
CB TVDe I
D - 4
$ 1.500.00
Each
CB Type IL
D - 5
$ 1,750.00
Each
CB Type II, 48" diameter
D - 6
$ 2.300.00
Each
4.6e0:00'
for additional depth over 4'
D - 7
$ 480.00
FT
.4.-7
CB Type II, 54" diameter
D - 8
$ 2.500.00
Each
Z 60
for additional depth over 4'
D - 9
$ 495.00
FT
-Z
CB Type II. 60" diameter
D - 10
$ 2.800.00
Each
for additional depth over 4'
D - 11
$ 600.00
FT
CB Type II, 72" diameter
D - 12
$ 3.600.00
Each
for additional depth over 4'
D - 13
$ 850.00
FT
Through -curb Inlet Framework (Add)
D - 14
$ 400.00
Each
Cleanout, PVC, 4"
D - 15
$ 150.00
Each
1
150.00
Cleanout, PVC. 6"
D - 16
$ 170.00
Each
If
170:00
Cleanout. PVC. 8"
D - 17
$ 200.00
Each
Culvert, PVC, 4"
D - 18
$ 10.00
LF
35
350.00
Culvert, PVC, 6"
D - 19
$ 13.00
LF
19
247.00
34
442.00
Culvert. PVC. 8"
D - 20
$ 15.00
LF
Culvert, PVC, 12"
D - 21
$ 23.00
LF
Culvert, CMP, 8"
D - 22
$ 19.00
LF
Culvert. CMP. 12"
D - 23
$ 29.00
LF
Culvert, CMP, 15"
D - 24
$ 35.00
LF
Culvert, CMP, 18"
D - 25
$ 41.00
LF
Culvert. CMP. 24"
D - 26
$ 56.00
LF
Culvert, CMP, 30"
D - 27
$ 78.00
LF
Culvert, CMP, 36"
D - 28
$ 130.00
LF
Culvert. CMP. 48"
D - 29
$ 190.00
LF
Culvert, CMP, 60"
D - 30
$ 270.00
LF
Culvert, CMP, 72"
D - 31
$ 350.00
LF
Page 6 of 9
SUBTOTAL
247.00
C106�7 5,7-12
Unit prices updated: 03/02/2015
'KCC 27A authorizes only one bond reduction. Version: 03/02/2015
15-032 8721 218th East SP - Bond Quantity Worksheet Report Date: 10/10/2016
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.
T Cost
I Qu—an—t.T
Cost
Culvert, Concrete, 8"
D - 32
$ 25.00
LF
Culvert, Concrete, 12"
D - 33
$ 36.00
LF
Culvert. Concrete. 15"
D - 34
$ 42.00
LF
Culvert, Concrete, 18"
D - 35
$ 48.00
LF
Culvert, Concrete, 24"
D - 36
$ 78.00
LF
Culvert. Concrete. 30"
D - 37
$ 125.00
LF
,Culvert, Concrete, 36"
D - 38
$ 150.00
LF
'Culvert, Concrete, 42"
D - 39
$ 175.00
LF
Culvert. Concrete. 48"
D - 40
$ 205.00
LF
Culvert, CPP, 6"
D - 41
$ 14.00
LF
Culvert, CPP, 8"
D - 42
$ 16.00
LF
Culvert. CPP. 12"
D - 43
$ 24.00
LF
Culvert. CPP. 15"
D - 44
$ 35.00
LF
Culvert, CPP, 18"
D - 45
$ 41.00
LF
Culvert, CPP, 24"
D - 46
$ 56.00
LF
Culvert. CPP. 30"
D - 47
$ 78.00
LF
Culvert, CPP, 36"
D - 48
$ 130.00
LF
Ditching
D - 49
$ 9.50
CY
Flow Disoersal Trench (1.436 base+)
D - 50
$ 28.00
LF
French Drain (3' depth)
D - 51
$ 26.00
LF
Geotextile, laid in trench, polypropylene
D - 52
$ 3.00
SY
Mid -tank Access Riser. 48" dia. 6' deep
D - 54
$ 2.000.00
Each
Pond Overflow Spillway
D - 55
$ 16.00
SY
Restrictor/Oil Separator, 12"
D - 56
$ 1,150.00
Each
Restrictor/Oil Separator. 15"
D - 57
$ 1.350.00
Each
Restrictor/Oil Separator, 18"
D - 58
$ 1,700.00
Each
Riprap, placed
D - 59
$ 42.00
CY
Tank End Reducer (36" diameter)
D - 60
$ 1,200.00
Each
Trash Rack, 12"
D - 61
$ 350.00
Each
Trash Rack, 15"
D - 62
$ 410.00
Each
Trash Rack. 18"
D - 63
$ 480.00
Each
Trash Rack, 21" 1
D - 64
$ 550.00
Each
Page 7 of 9
SUBTOTAL
Unit prices updated: 03/02/2015
'KCC 27A authorizes only one bond reduction. Version: 03/02/2015
15-032 8721 218th East SP - Bond Quantity Worksheet Report Date: 10/10/2016
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. T 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
2" AC, 1.5" top course & 2.5" base cour
PL - 2
$ 28.00
SY
NA
NA
4" select borrow
PL - 3
$ 5.00
SY
NA
NA
1.5" top course rock & 2.5" base course
PL - 4
$ 14.00
SY
NA
NA
UTILITY POLES & STREET LIGHTING Utility pole relocation costs must be accompanied b Franchise Utility's Cost Estimate
Utilitv 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.
Traffic Control
WI - 1
$ 2,000.00
Lump
1
2000
Detention Tank and Control Tee
WI - 2
$25.000.00
Lump
1
25.000.00
Sewer- 6" Cleanout
WI - 3
$ 170.00
Ea.
1
170
2
340.00
Sewer- 6" PVC
WI - 4
$ 25.00
LF
115
2,875.00
Water Service
WI - 5
$ 600.00
Ea.
2
1200
SUBTOTAL
_qq 3,370.00
SUBTOTAL (SUM ALL PAGES):
�5/ �.+-8;611.50"
30% CONTINGENCY & MOBILIZATION:
77; 79. 15 2,583.45
GRANDTOTAL:
"!�j'15.1611,194.95
COLUMN:
B
Page 8 of 9
C
28,215.00
D—iD 52,515.05
15,754.50
68,269.50
D
Unit prices updated: 03/02/2015
'KCC 27A authorizes only one bond reduction. Version: 03/02/2015
15-032 8721 218th East SP - Bond Quantity Worksheet Report Date: 10/10/2016
Site Improvement Bond Quantity Worksheet
Original bond computations prepared by:
Name: Rob Long, PE
PE Registration Number: 36508
Firm Name: RAM Engineering, Inc.
Address: 16531 13th Ave W, Suite A108 Lynnwood WA 98037
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
Maintenance/Defect Bond* Total
Web date: 04/03/2015
Date: 10/11 /2016
Tel. #: (425) 678-6960
Project No: PLN 2016 0015
FINANCIAL GUARANTEE REQUIREMENTS
PERFORMANCE BOND*
AMOUNT
(A) $ :1 :;o Lo 6071
(B) $ 1140!Zi5d1 -
(C) $
(A+B) $ 17, 1 S 1 • T 5mA&�
(T) $ '?? 6P.1%,322.0
Minimum is $2000.
MINIMUM BOND* AMOUNT
REQUIRED FOR RECORDING OR
TEMPORARY OCCUPANCY AT
SUBSTANTIAL COMPLETION ***
T x 0.30 $ 2"9e-.0—
Minimum is $2000.
PUBLIC ROAD & DRAINAGE
MAINTENANCE/DEFECT BOND*
(B+C) x
0.25 = $ 2.798.7
Minimum is $2000.
NAME OF PERSON PREPARING BOND* REDUCTION: Rob Long, PE Date: 10/11/2016
* 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 TE�SC 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
Check out the DDES Web site at www.kinpcounty.poy/permits Version: 03/02/2015
15-032 8721 218th East SP - Bond Quantity Worksheet Report Date: 10/10/2016