pln20120046-Niebruegge Cost Est.pdfSite Improvement Bond Quantity Worksheet S15 Web date: 02/22l2013
LQ King County 4.1ki �hl Ulf- �j
Department of Permitting & Environmental Review .�kcc,
35030 SE Douglas Street, Suite 210 Pp14� 4:
Snoqualmie, Washington 98065-9266 For alternate formats, call 206-296-6600;-
206-296-6600 TTY Relay 711
Project Name:
Location:
Niebrue.we Short Plat
22301 95th Place West
Clearing greater than or equal to 5,000 board feet of timber?
yes no
If yes,
Forest Practice Permit Number:
(RCW 76.09)
'(C,5C, = '0 �, o-Z2
Page 1 of 9
ftka 1
Bond Quantity Worksheet 3
Date:
Project No.:
Activity No.:
10/18/2013
PLN20120046
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.
Unit prices updated: 02/12/02
Version: 11 /26/2008
Report Date: 10/18/2013
v � � � 1 � / �, S15 Web date: 02/22/2013
So-".e [,mprovement Bond Qtuafft Vorksheet
- -
Reference #
Ur,i
P-ice I Jr is Quantity
# of
Applications
3cst
EROSION/SEDIMENT CONTROL 7Fumber
Backfill & 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
iExcavation-bulk
Fence, silt
ESC-4
ESC-5
ESC-6
SWDM 5.4.3.1
$ 8.08
$ 1.50
$ 1.38
CY
CY
LF
150
170
11
1
225,
235'
Fence, Temporary (NGPE)
ESC-7
$ 1.38
LF
Hydroseeding
ESC-8
SWDM 5.4.2.4
$ 0.59
SY
Jute Mesh
Mulch, by hand, straw, 3" deep IESC-10
JJjMulch, by machine, straw, 2" deep
jPiping, temporary, CPP, 6"
Piping, temporary, CPP, 8"
;Piping, temporary, CPP, 12"
ESC-9
ESC-11
ESC-12
ESC-13
ESC-14
SWDM 5.4.2.2
SWDM 5.4.2.1
SWDM 5.4.2.1
$ 1.45
$ 2.01
$ 0.53
$ 10.70
$ 16.10
$ 20.70
SY
SY
SY
LF
LF
LF
Plastic covering, 6mm thick, sandbagged
ESC-15
SWDM 5.4.2.3
$ 2.30
SY
[Rip machine placed; slopes
Rock Construction Entrance, 50'x15'x1'
ESC-16
ESC-17
WSDOT 9-13.1(2)
SWDM 5.4.4.1
$ 39.08
$ 1,464.34
CY
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
i 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
$ 8.03
SY
Sodding, 1" deep, sloped ground
TESC Supervisor
ESC-24
ESC-25
SWDM 5.4.2.5
$ 7.45
$ 74.75
SY
HR
8
11
598
Water truck, dust control
ESC-26
SWDM 5.4.7
$ 97.75
HR
WRITE -IN -ITEMS **** (see ne e
Each
Page 2 of 9
Bond Quantity Worksheet 3
ESC SUBTOTAL:
30% CONTINGENCY & MOBILIZATION:
ESC TOTAL:
COLUMN:
X 120°l0
S 2,521.94
$ 756.58
$ 3,278.52
A
Unit prices updated: 02/12/02
Version: 11 /26/2008
Report Date: 10/18/2013
Web date: 12/02/2008
Existing
Right -of -Way
Future Public
Right of Way
& Drainage Facilities
Private
Improvements
Quantity Completed
(Bond Reduction)*
Quant.
Unit Price
Unit
Quant.
Cost
Quant,
Cost
Q,,nt
L Cost
Complete
Cost
GENERAL ITEMS
No.
Backfill & Compaction- embankment
GI-1
$ 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
GI-4
$ 8,876.16
Acre
Excavation - bulk
GI - 5
$ 1.50
CY
Excavation - Trench
GI-61
$ 4.06
CY
15
60.90
Fencing, cedar, 6' high
GI - 7
$ 18.55
LF
Fencing, chain link, vinyl coated, 6' high
GI - 8
$ 13.44
LF
Fencing, chain link, gate, vinyl coated, 2
GI - 9
$ 1,271,81
Each
Fencing, split rail, 3' high
GI - 10
$ 12,12
LF
Fill & compact - common barrow
GI - 11
$ 22.57
CY
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
GI - 16
$ 132.48
SY
Grading, fine, by hand
GI - 17
$ 2.02
SY
Grading, fine, with grader
GI - 18
$ 0.95
SY
200
190.00
Monuments, 3' long
GI - 19
S 135.13
Each
Sensitive Areas Sign
Sodding, V deep, sloped ground
Surveying, line & grade
GI - 20
GI - 21
GI - 22
$ 2.88
$ 7.46
$ 788.26
Each
SY
Day
Surveying, lot location/lines
GI - 23
$ 1,556.64
Acre
Traffic control crew ( 2 flaggers)
GI - 24
$ 85.18
HR
16
1,362.88
Trail, 4" chipped wood
GI - 25
$ 7.59
SY
Trail, 4" crushed cinder
GI - 26
$ 8.33
SY
Trail, 4" top course
GI - 27
S 8.19
SY
Wall, retaining, concrete
GI - 28
$ 44.16
SF
Wall, rockery
GI - 29
$ 9A9 1SF
Page 3 of 9
SUBTOTAL 1,613.78
Unit prices updated: 02/12/02
*KCC 27A authorizes only one bond reduction. Version: 11/26/08
Bond Quantity Worksheet 3 Report Date: 10/18/2013
Web date: 12/02/2008
Existing
Right-of-way
Future Public
Right of Way
& Drainage Facilities
Private
Improvements
Bond Reduction'
Quant.
Unit Price
Unit
Quant. Cost
Quant. Cost
Quant. Cost
Complete Cost
ROAD IMPROVEMENT
No.
AC Grinding, 4' wide machine < 1000sy
RI - 1
$ 28.00
SY
AC Grinding, 4' wide machine 1000-200
RI - 2
$ 15.00
SY
AC Grinding, 4' wide machine > 2000sy
RI -3
$ 7.00
BY
AC Removal/Disposal/Repair
RI - 4
$ 67.50
SY
Barricade, type I
RI - 5
$ 30.03
LF
Barricade, type III ( Permanent)
RI - 6
$ 45.05
LF
Curb & Gutter, rolled
RI - 7
$ 17.00
LF
Curb & Gutter, vertical
RI - 8
$ 12.50
LF
88
1,100.00
Curb and Gutter, demolition and disposa
RI - 9
$ 18.00
LF
Curb, extruded asphalt
RI - 10
$ 5.50
LF
150
825.00
Curb, extruded concrete
RI - 11
$ 7.00
LF
Sawcut, asphalt, 3" depth
RI - 12
$ 1.85
LF
215
397.75
Sawcut, concrete, per 1"depth
RI - 13
$ 1.69
LF
Sealant, asphalt
RI - 14
$ 1.25
LF
215
268.75
Shoulder, AC, ( see AC road unit price)
Ri - 15
$ -
SY
Shoulder, gravel, 4" thick
Rl - 16
$ 15.00
SY
Sidewalk, 4" thick
RI - 17
$ 35.00
SY
Sidewalk, 4" thick, demolition and dispos
Rl - 18
$ 29.50
SY
Sidewalk, S" thick
RE - 19
$ 38.50
SY
Sidewalk, 5" thick, demolition and dispos
RI - 20
$ 37.50
SY
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" refiectorized line
RI - 24
$ 0.25
LF
Page 4 of 9
SUBTOTAL
1.766.50
825.00
Unit prices updated: 02/12/02
*KCC 27A authorizes only one bond reduction. Version: 11/26/08
Bond Quantity Worksheet 3 Report Date: 10/18/2013
Web date: 12/02/2008
Existing
Right-of-way
Future Public
Right of Way
& Drainage Facilities
Private
Improvements
Bond Reduction*
Quant.
Unit Price
Unit
Quant. Cost
Quant. I Cost
Quant. Cost
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)
For KCRS '93, (additional 2.5" base) add
RS - 1
$ 3.60
SY
AC Overlay, 1.5" AC
RS - 2
$ 11.25
SY
AC Overlay, 2" AC
RS - 3
$ 15.00
SY
AC Road, 2°, 4" rock, First 2500 SY
RS - 4
$ 21.00
SY
160
3,360.00
AC Road, 2", 4" rock, Qty. over 2500SY
RS - 5
$ 19.00
SY
AC Road, 3°, 4" rock, First 2500 SY
RS - 6
$ 23.30
SY
AC Road, 3", 4" rock, Qty. over 2500 SY
RS - 7
$ 21,00
SY
AC Road, 5", First 2500 SY
RS - 8
$ 27.60
SY
AC Road, 5", Qty. Over 2500 SY
RS - 9
$ 25.00
SY
AC Road, 6", First 2500 SY
RS- 1
$ 33.10
SY
AC Road, 6", Qty. Over 2500 SY
RS - 11
$ 30.00
SY
Asphalt Treated Base, 4" thick
RS- 1
$ 20.00
SY
Gravel Road, 4" rock, First 2500 SY
RS - 1
$ 15.00
SY
Gravel Road, 4" rock, Qty. over 2500 SY
RS - 14
$ 8.50
SY
PCC Road, 5", no base, over 2500 SY
RS-1
$ 27.00
SY
PCC Road, 6", no base, over 2500 SY
RS - 1
$ 25.50
SY
Thickened Edge
RS 1
$ 8.60
LF
Page 5of9
SUBTOTAL 3,360.00
Unit prices updated: 02/12/02
*KCC 27A authorizes only one bond reduction. Version: 11/26/08
Bond Quantity Worksheet 3 Report Date: 10/18/2013
Web date: 12/02/2008
Existing
Right-of-way
Future Public
Right of Way
Drainage Facilities
Private
Improvements
Bond Reduction*
Quant.
Complete
Cost
Unit Price
Unit
Quant. Cost
Quant. Cost
Quant. Cost
DRAINAGE (CPP = Corrugated Plastic Pipe, N12 or Equivalent) For Culvert prices, Average of 4' cover was assumed. Assume perforated PVC is same price as solid pipe.
Access Road, R/D
D - 1
$ 21.00
1 SY
Bollards - fixed
D - 2
$ 240.74
Each
Bollards - removable
D - 3
$ 452.34
Each
* (CBs include frame and lid)
CB Type I
D - 4
$ 1,257.64
Each
1
1,257.64
CB Type IL
0-5
$ 1,433.59
Each
CB Type ll, 48" diameter
D - 6
$ 2,033.57
Each
for additional depth over 4'
D - 7
$ 436.52
FT
CB Type II, 54" diameter
D - 8
S 2,192.54
Each
for additional depth over 4'
D - 9
$ 486.53
FT
CB Type II, 60" diameter
D - 10
$ 2,361.52
Each
for additional depth over 4'
D - 11
$ 536.54
FT
CB Type II, 72" diameter
D - 12
$ 3,212.64
Each
for additional depth over 4'
D - 13
$ 692.21
FT
Through -curb Inlet Framework (Add)
D - 14
$ 366.09
Each
Cleanout, PVC, 4"
D - 15
$ 130.55
Each
Cleanout, PVC, 6"
D - 16
$ 174.90
Each
Cleanout, PVC, 8"
D - 17
$ 224.19
Each
Culvert, PVC, 4"
D - 18
$ 8.64
LF
Culvert, PVC, 6"
D - 19
$ 12.60
LF
Culvert, PVC, 8"
D - 20
$ 13.33
LF
Culvert, PVC, 12"
D - 21
$ 21.77
LF
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
$ 53.33
LF
Culvert, CMP, 30"
D - 27
$ 71.45
LF
Culvert, CMP, 36"
D - 28
$ 112.11
LF
Culvert, CMP, 48"
D - 29
$ 14C.83
LF
Culvert, CMP, 60"
D - 30
$ 235.45
LF
Culvert, CMP, 72"
D - 31
$ 302.58
LF
Page 6 of 9
SUBTOTAL 1,257.64
Unit prices updated: 02/12/02
*KCC 27A authorizes only one bond reduction. Version: 11/26/08
Bond Quantity Worksheet 3 Report Date: 10/18/2013
Web date: 12/02/2008
DRAINAGE CONTINUED
Existing
Right-of-way
Future Public
Right of Way
& 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
S 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 (1,438 base+)
D - 50
$ 25,99
LF
French Drain (3' 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' deep
D - 54
$ 1,605.40
Each
Pond Overflow Spillway
D - 55
$ 14.01
SY
Restrictor/Oil 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
0.25
9.77
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
9.77
Unit prices updated: 02/12/02
"KCC 27A authorizes only one bond reduction. Version: 11/26/08
Bond Quantity Worksheet 3 Report Date: 10/1812013
Site Improve-ment Bond Quantity Worksheet
Web date: 12/02/2003
Existing
Future Public
Private
Bond Reduction"
Right-of-way
Right of Way
Improvements
Quant.
& Drainage Facilities
Unit Price
Unit
Quant. Price
Quant. Cost
Quant. Cost
Completel
Cost
PARKING LOT SURFACING
I
N o.
2" AC, 2" top course rock & 4" borrow
PL-11
S 21.00 SY
2" AC, 1.5" top course & 2.5" base cour
PL - 2
$ 28.00 SY I
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 LIGHTfNG Utility pole relocation costs must be accompanied by Franchise Utility's Cost Statement
Utility 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.
I
WI-1
Each
Culvert 8" DI
I WI - 2
$ 35.00
LF
I 32
1120
Pervious Asphalt Drive W/Rock
WI - 3
$ 34.00
SY
3021
10,268.00
CTSC
WI-4
S 20.00
SY
160�
3200
8" HDPE
WI - 5
S 0.54
LF
27
14.58
CATCH BASIN FILTER INSERT
WI - 6
$ 5.00
Each
4
20
WI-7
i
WI-8
WI-9
WI-10
SUBTOTAL
SUBTOTAL (SUM ALL PAGES):
30% CONTINGENCY & MOBILIZATION:
GRANDTOTAL:
COLUMN:
Page 8 of 9
"KCC 27A authorizes only one bond reduction.
Bond Quantity Worksheet 3
AI 74•SS
ti1,742.2'"
1 ,362 7
16,,07&95
v, , S co4. g 5
C
X �Zo�lo=3"I,183•aZ
10,268.00
11,093.00
3,327.90
14.420.90
D
Unit prices updated: 02/12/02
Version: 11 /26/08
Report Date: 10/18/2013