Prospect Lane Cost Estimate.pdfSite Improvement Bond Quantity Worksheet Web date: 11/21/2005
King County �
� ,ec'-E-FJIV/aLr�
O rr rA
052017
Department of Development & Environmental Services nFk/ELUNjV)E-
900 Oakesdale Avenue Southwest 0 7 SERV)CES
Renton, Washington 98055-1219 For alternate formats, call 206-296-6db�ff
206-296-6600 TTY 206-296-7217
Project Name: Prospect Lane, LLC Date: 6/5/2017
Location: Edmonds Project No.: PLN20160014
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
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
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5601 Bond Quantity Worksheet 2017-06-05 Date: , � � .
-PtA BU(A
�IAi�4
1 ►1, q z-b •,+lv
ffO(OO . + 5
Unit prices updated: 02/12/02
Version: 04/22/02
Report Date: 6/4/2017
Site Improvement Bond Quantity Worksheet Web date: 11/21/2005
Reference #
Unit
Price
Unit
Quantity
# of
Applications
Cost
EROSION/SEDIMENT CONTROL
Number
Backfill & compaction -embankment
ESCA
$ 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
I
Excavation -bulk
ESC-5
$ 1.50
CY
Fence, silt
ESC-6
SWDM 5.4.3.1
$ 1.38
LF
1021
Fence, Temporary (NGPE)
ESC-7
$ 1.38
LF
Hvdroseedinq
ESC-8
SWDM 5.4.2.4
$ 059
SY
1 3150
1
1859
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
ESCA 1
SWDM 5.4.2.1
$ 0.53
SY
Piping, temporarv, CPP, 6"
ESCA 2
$ 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
25
1
58
Rip Rap, machine placed; slopes
ESCA 6
WSDOT 9-13.1(2)
$ 39.08
CY
Rock Construction Entrance, 50'x15'xl'
ESCA7
SWDM 5.4A 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
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
$ 7A5
SY
TESC Supervisor
ESC-25
$ 74.75
HR
24
1
1794
Water truck, dust control
ESC-26
SWDM 5.4.7
$ 9775
HR
24
1
2346
WRITE -IN -ITEMS'"`` (see page 91
Inlet Protection
$ 50.00
Each
3
1
150
Temporary Fencing for Tree Protection
$ 5.00
530
1
2650
ESC SUBTOTAL:
30% CONTINGENCY & MOBILIZATION:
ESC TOTAL:
COLUMN:
Page 2 of 9
5601 Bond Quantity Worksheet 2017-06-05
$ 11,341.54
$ 3.402.46
$ 14,744.00
A
Unit prices updated: 02/12/02
Version: 04/22/02
Report Date: 6/4/2017
Site Improvement Bond Quantity Worksheet
Web date: 11/21/2005
Existing
Right -of -Way
Future Public
Road Improvements
& Drainage Facilities
Private
Improvements
Quantity Completed
(Bond Reduction)'
Quant.
Complete
Cost
Unit Price
Lint
Quant.
Cost
Quant.
Cost
Quant
Cost
GENERAL ITEMS
No.
Backfill & Compaction- embankment
GI - 1
S 5.62
CY
Backfill & Compaction- trench
GI - 2
$ 8.53
CY
Clear/Remove Brush, by hand
GI - 3
$ 0.36
SY
Clearing/Grubbing/Tree Removal
(Excavation - bulk
Excavation - Trench
GI - 4
GI - 5
GI - 6
$ 8,876.16
$ 1.50
1 S 4.06
Acre
CY
CY
0.65
600
5.769.50
90000
Fencing, cedar, 6' high
GI - 7
$ 18.55
LF
Fencing, chain link, vinyl coated, 6' hi h
GI - 8
$ 13.44
LF
Fencing, chain link, gate, vinyl coated, 2
GI-91
$ 1.271.81
Each
Fencing, split rail, 3' high
GI - 10
$ 12.12
LF
(Fill & compact - common barrow
GI - 11
$ 22.57
CY
600
13.542 00
Fill & compact - gravel base
GI - 12
$ 2548
CY
Fill & compact - screened topsoil
GI - 13
$ 3785
CY
Gabion, 12" deep, stone filled mesh
GI - 14
$ 54.31
SY
Gabion, 18" deep, stone filled mesh
GI - 161
$ 74.85
SY
Gabion, 36" deep, stone filled mesh
GI - 161
$ 132.48
SY
Grading, fine, by hand
GI - 17'
$ 2.02
SY
Grading, fine, with grader
Monuments, 3' long
GI - 18
GI - 19
$ 0.95
$ 135.13
SY
Each
3000
2,850.00
Sensitive Areas Sign
GI - 20
$ 2.88
Each
Sodding, 1" deep, sloped ground
GI - 21
$ 7.46
SY
S
GI - 22
$_--19JL26
ay I
surveying. lot location/lines
GI - 23
1,556.64
Acre
raffic control crew ( gers)
GI -
$ 85 18
HR
40
3.40720
Trail, 4" chipped wood
' K 25
$ 7.59
SY
Trail, 4" crushed cinder
1 - 26
$ 8.33
SY
Trail, 4" top course
GI - 27
$ 8.19
SY
Wall, retaining, concrete
GI - 28
$ 44.16
SF
Wall, rockery
GI - 29
$ 9.49
SF
Page 3 of 9
'KCC 27A authorizes only one bond reduction.
5601 Bond Quantity Worksheet 2017-06-05
3,407.20
23,061.50
q a / c-Q-5
Unit prices updated: 02/12/02
Version: 4/22/02
Report Date: 6/4/2017
Site Improvement Bond Quantity Worksheet
Web date: 11121/2005
Existing
Right-of-way
Future Public
Road Improvements
& Drainage Facilities
Private
Improvements
Bond Reduction`
Quant.
Unit Price
Unit
Quant. T Cost
Qu—ant7 Cost
Quant. Cost
Complete
Cost
ROADIMPROVEMENT
No.
AC Grinding, 4' wide machine < 1000sy
RI - 1
S 23.00
SY
AC Grinding, 4' wide machine 1000-200
RI - 2
$ 5.75
SY
AC Grindinq, 4' wide machine > 2000sv
RI - 3
$ 1.38
SY
AC Removal/Disposal/Repair
RI - 4
$ 41.14
SY
75
3.08550
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
$ 969
LF
140
1,356.60
Curb and Gutter, demolition and disposa
RI - 9
$ 13.58
LF
Curb, extruded asphalt
RI - 10
$ 2.44
LF
Curb, extruded concrete
RI - 11
$ 2.56
LF
2851
72960
Sawcut, asphalt, 3" depth
RI - 12
$ 1.85
LF
160
29600
Sawcut, concrete, per 1" depth
RI - 13
$ 1.69
LF
Sealant, asphalt
RI - 14
$ 0.99
LF
160
15840
Shoulder, AC, ( see AC road unit price )
RI - 15
$ -
SY
Shoulder, gravel, 4" thick
RI - 16
$ 7.53
SY
Sidewalk, 4" thick
RI - 17
$ 3052
SY
Sidewalk, 4" thick, demolition and disvos
RI - 18
$ 27,73
SY
Sidewalk, 5 5" thick
RI - 19
$ 37.15
SY
Sidewalk, 6" thick, throuqh drivewav are<
RI - 20
$ 3936
SY
Sign, handicap
RI - 21
$ 85,28
Each
Stripinq, per stall
RI - 22
$ 5.82
Each
Striping, thermoplastic, ( for crosswalk )
RI - 23
$ 2,38
SF
Fire Lane Striping
RI - 24
$ 3.00
LF
3201
960.00
Page 4 of 9
SUBTOTAL
4 896 50
1.689.60
Unit prices updated: 02/12/02
"KCC 27A authorizes only one bond reduction. Version: 4/22/02
5601 Bond Quantity Worksheet 2017-06-05 Report Date: 6/4/2017
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.
Unit Price Unit Quant. I Cost 4uant, Cost Quant. I Coat 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)
2" AC, 2" top course rock & 4" borrow
RS - 1
$ 15.84
SY
570
9.028.80
Concrete Driveway Approach, Type V
RS-2
$ 100.00
SY
15
1,50000
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 1
$ 19.69
SY
AC Road, 3", 4" rock, Qty. over 2500 SY
RS - 7
$ 15.81
SY
AC Road, 5", First 2500 SY
RS - 8
$ 14.57
SY
AC Road, 5", ON. Over 2500 SY
RS-9
$ 1394
SY
AC Road, 6", First 2500 SY
RS - 1(
$ 16.76
SY
AC Road, 6", Qty. Over 2500 SY
RS - 1 i
$ 16.12
SY
Asphalt Treated Base, 4" thick
RS - 1:
$ 9.21
SY
Gravel Road, 4" rock, First 2500 SY IRS
- 1;
$ 11.41
SY
Gravel Road, 4" rock, Qty. over 2500 SY IRS
- 1
$ 7.53
SY
PCC Road, 5', no base, over 2500 SY
RS - 1.
$ 21 51
SY
IPCC Road, 6", no base, over 2500 SY IRS
- 1(
$ 21.87
SY
Thickened Edge IRS
- 1;
$ 6 89
LF
Page 5 of 9 SUBTOTAL 1.50000
�LIP
- -1 1� \; I f, �
60
bond reduction
5601 Bond Quantity Worksheet 2017-06-05
9,028.80
9 `l
Unit prices updated: 02/12/02
Version: 4/22/02
Report Date: 6/4/2017
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.
Unit Price
Unit
Quant, Cost
Quant. Cost
Quant. Cost
Complete
Cost
DRAINAGE (CPP -Corrugated Plastic Pipe, N12 or Equrvaient) For Culvert prices, Average of 4' cover was assumed. Assume perforated PVC Is same pnce as solid pipe
Access Road, R/D
D - 1
$ 1&74
SY
Bollards - fixed
D - 2
$ 240.74
Each
Bollards - removable
D - 3
S 452.34
Each
(CBs include frame and lid)
CS Type l
D- 4
$ 1.257.64
Each
2
2.515.28
CB Type IL
D - 5
$ 1,433,59
Each
CB Type II, 48" diameter
D - 6
$ 2,033.57
Each
2
4,067.14
for additional depth over 4'
D - 7
$ 436.52
FT
CB Type II, 54" diameter
D - 8
$ 2.192.54
Each
1
2,192.54
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
FT
CB Tvpe II, 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
4
1,60000
Cleanout, PVC, 4"
D - 15
$ 130.55
Each
Cleanout, PVC, 6"
D - 16
$ 174.90
Each
8
1,399,20
Cleanout, PVC, 8"
D - 17
$ 224 19
Each
Culvert, PVC, 4"
D - 18
$ 864
LF
Culvert, PVC, 6"
D - 19
$ 12.60
LF
775
9,765.00
Culvert, PVC, 8"
D- 20
$ 13.33
LF
Culvert, PVC, 12"
D - 21
$ 21,77
LF
10
217,70
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
$ 5333
LF
Culvert, CMP, 30''
D - 27
$ 71.45
LF
Culvert, CMP, 36"
D - 28
$ 11211
LF
Culvert, CMP, 48"
D - 29
$ 14083
LF
Culvert, CMP, 60"
D - 30
$ 235.45 1
LF
Culvert, CMP, 72" 1
D - 31
$ 302.5E 1
LF
Page 6 of 9
SUBTOTAL
217,70
21,539.16
Unit prices updated: 02/12/02
"KCC 27A authorizes only one bond reduction. Version: 4/22/02
5601 Bond Quantity Worksheet 2017-06-05 Report Date: 6/4/2017
Site Improvement Bond Quantity Worksheet
Web date: 11/21/2005
DRAINAGE CONTINUED
Existing
Right-of-way
Future Public
Road Improvements
& Drainage Facilities
Private
Improvements
Bond Reduction"
Quant.
No.
Unit Price
Unit
Quant.
Cost
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
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 (3' depth)
D - 51
$ 22.60
LF
Oeotextile, laid in trench, polypropylene
D - 52
$ 2.40
SY
Infiltration pond testinq
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
Restriclor/Oil Separator, 12"
D - 56
$ 1,045.19
Each
1
EE145 19
Restriclor/Oil Separator, 15"
D - 57
$ 1,09556
Each
Restriclor/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
1045.19
'KCC 27A authorizes only one bond reduction. Unit prices updated: 02/12/02/22/02
Version: 4
5601 Bond Quantity Worksheet 2017-06-05 Report Date; 622 /02
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.
Complete
Cost
Unit Price
Unit
Quant. Price
Quant. Cost
Quant. Cost
PARKING LOT SURFACING
No.
2" AC, 2" top course rock & 4" borrow
PL - 1
$ 15.84
SY
2" AC, 1.5" top course & 2.5" base cour
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 oualitv vaults.)
No.
Detention Vault, 28'x8'x5.5'
WI - 1
$ 5.000.00
Each
1
5.000.00
BavFilter Model 545L 72-2 Manhole
WI - 2
$ 8500.00
Each
1
8,500.00
SS SADDLE MH, 48" diameter
WI - 3
$ 3.500.00
Each
1
3.500.00
SSMH, 48" diameter
WI - 4
$ 2,500.00
Each
1
2,500.00
Sewer Cleanout, PVC, 6"
WI - 5
$ 174.90
Each
9
1.574.10
Sewer, PVC, 8"
WI - 6
$ 13.33
LF
10
133,30
160
2,132.80
Sewer, PVC, 6"
WI - 7
$ 12.60
LF
340
4.284.00
WI-8
WI-9
SUBTOTAL
SUBTOTAL (SUM ALL PAGES):
30% CONTINGENCY & MOBILIZATION:
GRANDTOTAL:
COLUMN:
Page 8 of 9
3.633.30
13,654.70
4,096.41
17.751.11
B
C
23, 990.90
80.355.15
24.106.55
104.461.70
D
I?
"KCC 27A authorizes only one bond reduction.
5601 Bond Quantity Worksheet 2017-06-05
Unit prices updated: 02/12/02
Version: 4/22/02
Report Date: 6/4/2017
Site Improvement Bond Quantity Worksheet Webdate: 11/21/2005
Original bond computations prepared by:
Name: Prospect Lane, LLC Date: 6/5/2017
PE Registration Number: Tel. #: 425-775-1591
Firm Name: LSA ENGINEERS
Address: 19217 36th Ave. W. Suite 106 Lynnwood, WA. 98036 Project No: PLN20160014
ROAD IMPROVEMENTS & DRAINAGE FACILITIES FINANCIAL GUARANTEE REQUIREMENTS
PERFORMANCE BOND* PUBLIC ROAD & DRAINAGE
i
AMOUNT BOND' AMOUNT MAINTENANCE/DEFECT BOND*
Stabilization/Erosion Sediment Control (ESC)
Existing Right -of -Way Improvements
Future Public Road Improvements & Drainage Faciliti
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:
REQUIRED AT RECORDING OR
14,744.0 TEMPORARY OCCUPANCY ***
17, 751.1
(C) $
(D) $ 104,461.7
(A+B) $ 32,495.1
(T) $ 136.956.8
Minimum bond' amount is S100Z.
(E) $
T x 0.30 $ 41,087.0 OR
(T-E) $ 136,956.8
Use larger of Tx30% or-(71!7—
(B+C) x
0.25 = $ 4,437.8
6/5/2017
* 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 S 104,461.7 1 (C+D)-E
JOHN YUEN
REQUIRED BOND* AMOUNTS ARE SUBJECT TO REVIEW AND MODIFICATION BY DDES
Page 9 of 9
Check out the DDES Web site at.www.n7etrokc._qov1dde
5601 Bond Quantity Worksheet 2017-06-05
Date
Unit prices updated: 02/12/02
Version: 4/22/02
Report Date: 6/4/2017