Approved Cost Esitmate-PLN20110008.pdfSite Improvement Bond Quantity Worksheet $15 Web date* 04f03/2015
LV 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 TTY Relay 711
Project Name: I/iel5d i �7 t�"� -T aAf Date:
Location: % W1 k Project No.:
Activity No.:
Clearing greater than or equal to 5,000 board feet of timber?
yes no
If yes,
Forest Practice Permit Number.
(RCW 76.09)
PZ ftwId,IvT
Page 1 of 9
'!�2 9/'Z 9/2-0 1 -7 —
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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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Bond Quantities Warksheet 2015 (4).xfsx g� G; EERING �
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Unit prices updated: 3/2/2015
Version: 3/2/2015
Report Date: 6/21/2016
Site Improvement Bond Quantity Worksheet S15 Web date: 04/03/2015
Rbference I,
Unit
Price.
Unit
! . Quantity.
# of
A pligations
Cost
EROSION/SEDIMENT CONTROL
Number
6ackfiil & compaction -embankment
ESC-1
$ 6,00
CY
Check dams, 4" minus rock
E5C-2
SWDM 5.4.6.3
$ 80.00
Each
Crushed surfacing 1 1/4" minus
ESC-3
WSDOT 9-03.9(3)
S 95,001
CY
Ditching
ESC-4
$ 9.00
CY
Excavation -bulk
ESC-5
$ 2.00
CY
Fence, silt
ESC-6
SWDM 5,4.3.1
$ 1.501
LF
Fence, Temporary (NGPE)
ESC-7
$ 1.50
LF
Hydroseedin
ESC-8
SWDM 5.4.2.4
$ 0.,80
SY
Jute Mesh
ESC-9
SWDM 5.4.2.2
$ 3,50
SY
J
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'xl5'x1
ESCA 7
SWDM 5.4.4.1
$ 1.800.00
Each
Rock Construction Entrance, 100'xl5'xl'
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
I
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 5.4.5A
$ 70.00
LF
Seeding, by hand
Sodding. 1" deep, levei 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
Water truck, dust control
ESC-26
SWDM 5.4.7
$ 140.00
HR
WRITE -IN -ITEMS
C o
%Oo
Each
ESC SUBTOTAL:
30% CONTINGENCY & MOBILIZATION:
ESC TOTAL,
COLUMN:
Page 2 of 9
Bond Quantities Worksheet 2015 (4).xlsx
$ Ion
$ ,
$ d
A
5`Lq-
= U NEI
&LyF
Unit prices updated: 3/2/2015
Version: 3/2/2015
Report Date: 6/21/2016
Site Improvement Bond Quantity Worksheet
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
2 .1 V A
Clear/Remove Brush, by hand
GI - 3
S 1.00
SY
Clearing/Grubbing/Tree Removal
GI - 4
$10,000.00
Acre
Excavation - bulk
GI-5
$ 2.00
CY
Excavation - Trench
GI-6
$ 5.00
CY
Fencing, cedar, 6' high
GI-7
$ 20.00
LF
Fencing, chain link, vinvl coated, 6' high
GI - 8
$ 20.00
LF
Fencing. chain link, gate, vinvi coated. 20
Gl - 9
$ 1 A00.00
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 - 131
$ 39.00
CY
_
Gabion. 12" deep, stone filled rnesh
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 Sign
GI - 20
$ 7.00
Each
Sodding, 1" deep, sloped ground
Gl - 21
$ 8.00
SY
Surveying, line & grade I
GI - 22
$ 850.00
Day
Surveying, lot location/lines I
GI - 23
S 1,800.00 1
Acre
Lrraffic control crew ( 2 fiagggers 1 l
GI - 24
$ 120.00 1
HR
�7
to 0Q
Trail, 4" chipped wood I
GI - 25
$ 8.00 1
SY
Trail, 4" crushed cinder
GI - 26
$ 9.00
SY
Frail, 4" top course
GI - 27
$ 12.60
SY
Wall, retaining, concrete
GI - 28
$ 55,00
SF
Wall, rockery
GI - 29
$ 15.00.1
SF
Page 3 of 9 SUBTOTAL
Web date: 04/03/2015
Unit prices updated: 03/02/2015
'KCC 27A authorizes only one bond reduction, Version: 03/02/2015
Bond Quantities Worksheet 2015 (4).xlsx Report Date: 6/21/2016
Site Improvement Bond Quantity Worksheet
Web dale: 04103/2015
Existing
Right-of-way
Future Public
Right of Way
8 Drainage Facilities
Private
Improvements
Unit Price
Unit-1
Quanl. I Cost
-Q—uant.T Cost
Quant. Cast
ROAD IMPROVEMENT
No.
AC Grinding, 4' wide machine < 1000sy
RI -1
$ 30.00
SY
AC Grinding, 4' wide machine 1000-2000:
RI - 2
$ 16,00
SY
AC Grinding, N wide machine > 2000s
RI-3
$ 10.00
i SY
AC RemovaUDisposal
RI-4
$ 35.00
SY
Barricade, type III ( Permanent)
RI-6
$ 56.00
LF
Curb & Gutter, rolled
RI-7
$ 17.00
LF
Curb & Gutter, vertical
RI-8
$ 12.50
LF
(pZ)
1
Curb and Gutter, demolition and disposal
RI-9
1 $ 18.00
LF
I
Curb, extruded asphalt
RI -10
$ 6,50
LF
Curb, extruded concrete
Rl -11
S 7.00
LF
Sawcut, asphalt, 3" depth
RI -12
$ 1.85
LF
Sawcut, concrete, per V depth
RI -13
$ 3.00
LF
P^
Sealant, asphalt
RI -14
$ 2.00
LF
F P7
Shoulder, AC, ( see AC road unit price }
RI - 15
$ -
SY
Shoulder, gravel, 4" thick
RI - 16
$ 15.00
SY
Sidewalk, 4" thick
RI -17
$ 38.00
SY
Sidewalk, 4" thick, demolition and disposs
RI -18
$ 32.00
SY
Sidewalk, 5" thick
RI -19
$ 41,00
SY
Sidewalk, 5" thick. demolition and dispose
RI - 20
$ 40.00
SY
Sign, handicap
RI - 21
$ 85.00
Each
Striping, per stall
RI-221
7.00
Each
Striping, thermoplastic, ( for crosswalk) IRI-231
3.00 1
SF
Striping, 4" ref ectorized line
RI - 24
$ 0.50 1
LF
Page 4 of`9
SUBTOTAL.
Unit prices updated: 03/02/2015
*KCC 27A authorizes only one bond reduction. Version: 03/02/2015
Bond Quantities Worksheet 2015 (4).xlsx Report Date: 6/21/2016
Site Improvement Bond Quantity Worksheet
Web date; 04/03/2015
1
Existing
Rlght-of-way
Future Public
Right of Way
8 Drainage Facilities
Private
Improvements
Unit Price Unit
Quant. Cost
Quant. Cost
Quant. Cost
ROAD SURFACING
No
4" Rock = 2,5 base & 1.5" to
3 course) 9.1/2" Rock= 8" base & 1.5" top course)
Additional 2.5" Crushed Surfacina
RS- 1
$ 3,60
SY
HMA 112" Overlay, 1.5"
RS-2
S 14,00
SY
HMA 1/2" Overlay 2"
RS-3
$ 18.00
SY
HMA Road, 2", 41' rock, First 2500 SY
RS-4
$ 28.00
SY
7
1 W i
HMA Road, 2", 4" rock. Qty. over 2500 S)
RS - 5
$ 21.00
SY
INA Road, 3", 9 1/2" Rock, First 2500 Sl
RS - 6
$ 42.00
SY
HMA Road, 3", 9 112" Rock, Qtv Over 25Ci
RS - 7
$ 35,00
SY
Not Used
RS - 8
Not Used
RS-9
HMA Road, 6" Depth, First 2500 SY
RS -10
S 33.10
SY
HMA Road, 6" Depth, Qty. Over 2500 SY
RS -11
S 30.00
SY
HMA 3/4" or 1 "', 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 25DO SY
RS -14
$ 10A0
SY
PCC Road (Add Under Write -Ins w/Desig
RS - 15
Thickened Edge
RS - 17
$ 8.60
LF
Page 5 of 9
SUBTOTAL
�3�-j 5Z A -
Unit prices updated; 03/02/2016
"KCC 27A authorizes only one bond reduction. Version:' 03/02/2016
Bond Quantities Worksheet 2015 (4).x1sx Report Date: 6/21/2016
Site improvement Bond Quantity Worksheet Web date; 04/03/2015
Existing
Right -cif -way
Futuro Public Privato
Right of Way I Improvements
& Drainage Facilities
Unit Price
Unit
Quant. Cost
Quant. Cost Quant. Cost
DRAINAGE (CPP = Corrugated Plastic Pipe, N12 or Equivalent) For Culvert prices, Average of W cover was assumed. Assume perforated PVC is same price as solid pipe
Access Road. RID D - 1 $ 21.00
SY
Bollards - fixed D - 2 $ 240.74
Each
Bollards . removable D - 3 S 452.34
Each
k (CBs include frame and lid)
CB Type I
D - 4
$ 1,500.00
Each
CB Type IL
D - 5
$ 1.750.00
Each
CB Tvpe 11, 48" diameter
D - 5
$ 2,300,00
Each
for additional depth over 4'
D - 7
$ 460.00
FT
CB Tvpe it, 54" diameter
D - 8
$ 2,500.00
Each
for additional depth over 4'
D - 9
$ 495.00
FT
CB Type It. 60" diameter
D -10
$ 2.800.00
Each
for additional depth over 4'
D -11
$ 600.00
FT
CB Tvpe 11.72" diameter
0-121
$ 3,600.00
1 Each
for additional depth over 4'
D -13
$ 850.00
FT
Through -curb Inlet Framework_ (Add)
0 -14
$ 400.00
Each
Cleanout, PVC, 4"
D -15
$ 150,00
Each
Cleanout, PVC, 6"
D -16
$ 170.00
Each
Cleanout, PVC, 8"
D -17
1 $ 200.00
Each
Culvert. PVC, 4"
D -18
$ 10.00
LF
Culvert, PVC, 6"
D - 19
$ 13,00
LF
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
S 35.00
LF
Culvert, CMP, 18"
D-251
5 41.00
LF
Culvert. MAP. 24"
D - 26 1
$ 56,00
LF
Culvert, CMP, 30"
D - 27
$ 78.00
LF
Culvert, CMP, 36"
D-281
$ 130.00
LF
Culvert. CMP, 48"
D - 29
$ 190.00
LF
Culvert, CMP. 60"
D - 30 1
$ 270.00
LF
CulVert, CMP, 72"
D - 31 1
$ 350.00
LF
Page 6 of 9 SUBTOTAL I /
Unit prices updated: 0310212015
*KCC 27A authorizes only one bond reduction. Version: 03/02/2016
Bond Quantities Worksheet 2015 (4),x1sx Report Date: 6/21/2016
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.
Cost
Cluant.
Cost
Culvert, Concrete, 8"
D - 32
S 25.00
LF
Culvert, Concrete, 12"
D - 33
$ 36.00
LF
Culvert, Concrete, 15"
D - 34
$ 42.00
LF
Culvert: Concrete, 18"
D - 35
$ 48A0
LF
Culverl, 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
1A
Culvert, CPP, 6"
D - 41
$ 14.00
LF
'
Culvert, CPP, 8" /
D - 42
$ 1600
LF
_
Culvert CPP, 12"
D - 43
$ 24.00
LF
Culvert, CPP, 15"
D - 44
$ 35.00
LF
!
CUlvcrt, CPP, 18"
$ 41.00
LF
Culvert, CPP, 24"
Culvert. CPP, 30"
- 46
D - 47
56.00
_jA 78.00
LF
LF
Culvert, C" _ L
D - 4$
$ . 0
LF
_
U V
Ditching
D - 49
S 9.50
CY
t
Flovr Dispersal Trench (1.436 base+)
D - 50
$ 28,00
LF
French Drain (3' depth)
D - 51
$ 26.00
LF
Geotexttte, laid in trench, polypropylene
D - 52
S 3,00
SY
Mid -tank Access Riser, 48" dia, 6' deep
D - 54
$ 2,000.00
Each
Pond Overflow Spilhvay
D - 55
$ 16.00
SY
Restrictor/Oil Separator, 12"
D- 56
S 1,150.00
Each
Restrictor/Oil Separator, 15" 1
D - 57
$ 1,350.00
Each
Restrictor,'Oii Separator, 18"
D - 58
$ 1,700.00
Each
Ripiap, placed
D - 59
$ 42.00 f
CY
Tank End Reducer (36" diameter)
D - 60
$ 1,200.00
Each
Trash Rack, 12"
D - 61
S 350.00
Each
Trash Rack, 15"
D - 62
S 410.00
Each
Trash Rack, 18"
D - 63
5 480.00
Each
Trash Rack, 21"
D - 64
$ 550.00
Each
Page 7 of 9
SUBTOTAL
Unit prices updated: 03/0212015
"14CC 27A authorizes only one bond reduction. Version: 03/02/2015
Bond Quantities Worksheet 2015 (4).A.5x Report Date: 6/21/2016
Site Improvement Bond Quantity Worksheet
Web date: 041OW2015
Existing
Right-of-way
Future Public i Private
Right of Way I Improvements
& Drainage Facilities `
Unit Price
Unit
Quant, Price
Quant. I Cost I Quant. Cost
PARKING LOT SURFACING Not To Be Used For Roads Or Shoulders
No.
2" AC, 2" top course rock & 4" borrow
PL -1
S 21.00
5Y
NA
NA
2" AC, 1.5" top course & 2.5" base cours
PL-2
S 28.00
SY
NA
NA
4" select borrow
PL-3
S 5.00
SY
NA
NA
1.5" top course rock & 2.5" base course
PL -4
S 14.00
SY
I NA
NA
UTILITY POLES & STREET LIGHTING U151ity poIe relocation costs must be accompanied by Franchiso Utility's Cost Estimate
Utility Polefsl Relocation J UP-1 Lump Sum
Street Light Poles wlLuminaires UP-2 S 7,500.00 Each
WRITE-IN-ITERIS
Such as detention/water quality vaults.
Stormwater Vault
Wl -1
Each
Block Wall
WI -2
S 16,00
SY
Yaro Drain
Wl - 3
$ 225.00
CY
-4
LF
10
\v
WI-6
_ �-_
_.
INI-7
Wl-8
WI-9
SUBTOTAL
SUBTOTAL (SUM ALL PAGES;
30% CONTINGENCY & MOBILIZATION:
GRANDTOTAL:
COLUMN:
Page 8 of 9
C
'201'70 -14
3� { °.5+ *'
--
D
Unit prices updated: 03/02/2015
" KCC 27A authorizes only one bond reduction. Version: 03/02/2015
Bond Quantities Worksheet 2015 (4).xlsx Report Date: 6/2112016
Site Improvement Bond Quantity Worksheet Web date. 04/03/2015
Original bond computations prepared by:
Name:
PE Registratio
Firm Name: .
Date: 2 ' i �
/ Tel, #: 2(� 7S ]—
Address: V C%U l - �t L [ (� 'ii 19 XO t Project No: 2'0 (t ` 4p v
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
FINANCIAL GUARANTEE REQUIREMENTS
PERFORMANCE BOND'
AMOUNT
(A) $ 6 ,10
(C) $ 10
(A+B) J o q 1 -
(T) $ i
Minimum is $2000.
CX ti2o
MINIMUM BOND` AMOUNT
REQUIRED FOR RECORDING OR
TEMPORARY OCCUPANCY AT
SUBSTANTIAL COMPLETION1 i`
T x 0.30 $
Minimum is $2000. /
l°= �sptca- Lc)
Atk stye. \v4ptf NQj
PUBLIC ROAD & DRAINAGE
MAINTENANCE/DEFECT BOND*
+U) x
25 =
Q� Minimumm is 2000
NAME OF PERSON PREPARING BOND` REDUCTION: �14� `� � � �:- Date: Q ( 2 / A-7—
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 g Unit prices updated: 03/02/2015
Check out the DDES Web site at tivv�w.lsirlgcountV•aoy/permits Version: 03/02/2015
Bond Quantities Worksheet 2015 (4).xlsx Report Date: 6/21/2016