HomeMy WebLinkAbout16204 114TH AVE SE SHORT PLAT 2016-08-15 Bond Quantity Worksheet.pdfc
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Site Improvement Bond Quantity Worksheet Web date: 11/21/2005
King County
Department of Development & Environmental Services
900 Oakesdale Avenue Southwest
Renton, Washington 98055-1219 For alternate formats, call 206-296-6600.
206-296-6600 TTY 206-296-7217
Project Name:
Limelite Short Plat
Date: 8/15/2016
Location: 16204 114th AVE SE, RENTON, WA 98055 Project No.:
Activity No.:
Clearing greater than or equal to 5,000 board feet of timber?
yes X no
If yes,
Forest Practice Permit Number:
(RCW 76.09)
Page 1 of 9
BON DQUANTITY_Permit—Fin al.xlsx
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: 04/22/02
Report Date: 8/15/2016
Site Improvement Bond Quantity Worksheet Web date: 11/21/2005
ESC SUBTOTAL:
30% CONTINGENCY & MOBILIZATION:
ESC TOTAL:
COLUMN:
Page 2 of 9
BON DQUANTITY_Permit—Fin al.xlsx
$ 23,270.26
$ 6,981.08
$ 30,251.34
A
Unit prices updated: 02/12/02
Version: 04/22/02
Report Date: 8/15/2016
Reference #
Unit
Price
Unit
# of
Quantity Applications Cost
EROSION/SEDIMENT CONTROL
Number
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
ESC -4
$
8.08
CY
Excavation -bulk
ESC -5
$
1.50
CY
Fence, silt
ESC -6
SWDM 5.4.3.1
$
1.38
LF
499 1 689
Fence, Temporary (NGPE)
ESC -7
$
1.38
LF
Hydroseeding
ESC -8
SWDM 5.4.2.4
$
0.59
SY
3323 1 1961
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
3323 1 6679
Mulch, by machine, straw, 2" deep
ESC -11
SWDM 5.4.2.1
$
0.53
SY
Piping, temporary, CPP, 6"
ESC -12
$
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
5000 1 11500
Rip Rap, machine placed; slopes
ESC -16
WSDOT 9-13.1(2)
$
39.08
CY
Rock Construction Entrance, 50'x15'x1'
ESC -17
SWDM 5.4.4.1
$
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
ESC -23
SWDM 5.4.2.4
SWDM 5.4.2.5
$
$
0.51
6.03
SY
SY
Sodding, 1" deep, sloped ground
ESC -24
SWDM 5.4.2.5
$
7.45
SY
TESC Supervisor
ESC -25
$
74.75
HR
Water truck, dust control
ESC -26
SWDM 5.4.7
$
97.75
HR
10 1 978
WRITE -IN -ITEMS **** (see page 9)
Catch Basin Protection
$
50.00
Each
10
ESC SUBTOTAL:
30% CONTINGENCY & MOBILIZATION:
ESC TOTAL:
COLUMN:
Page 2 of 9
BON DQUANTITY_Permit—Fin al.xlsx
$ 23,270.26
$ 6,981.08
$ 30,251.34
A
Unit prices updated: 02/12/02
Version: 04/22/02
Report Date: 8/15/2016
Site Improvement Bond Quantity Worksheet
Web date: 11/21/2005
Page 3 of 9
SUBTOTAL
18,601.70
Unit prices updated: 02/12/02
*KCC 27A authorizes only one bond reduction. Version: 4/22/02
BONDQUANTITY_Permit_Final.xlsx Report Date: 8/15/2016
Existing
Right -of -Way
Future Public
Road Improvements
& Drainage Facilities
Private
Improvements
Quantity Completed
(Bond Reduction)*
Quant.
Complete
Cost
Unit Price
Unit
Quant.
Cost
Quant.
Cost
Quant.
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
0.687 6,097.92
Excavation - bulk
GI - 5
$
1.50
CY
Excavation - Trench
GI - 6
$
4.06
CY
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, 20'
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
554 12,503.78
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
Monuments, 3' long
GI - 19
$
135.13
Each
Sensitive Areas Sign
GI - 20
$
2.88
Each
Sodding, 1" deep, sloped ground
GI - 21
$
7.46
SY
Surveying, line & grade
GI - 22
$
788.26
Day
Surveying, lot location/lines
GI - 23
$
1,556.64
Acre
Traffic control crew ( 2 flaggers)
GI - 24
$
85.18
HR
Trail, 4" chipped wood
GI - 25
$
7.59
SY
Trail, 4" crushed cinder
GI - 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
SUBTOTAL
18,601.70
Unit prices updated: 02/12/02
*KCC 27A authorizes only one bond reduction. Version: 4/22/02
BONDQUANTITY_Permit_Final.xlsx Report Date: 8/15/2016
Site Improvement Bond Quantity Worksheet
Web date: 11/21/2005
Page 4 of 9
SUBTOTAL
5,029.18
Unit prices updated: 02/12/02
*KCC 27A authorizes only one bond reduction. Version: 4/22/02
BONDQUANTITY_Permit_Final.xlsx Report Date: 8/15/2016
Existing
Right-of-way
Future Public
Road Improvements
& Drainage Facilities
Private
Improvements
Bond Reduction*
Quant.
Complete
Cost
Unit Price
Unit
Quant. Cost
Quant. Cost
Quant. Cost
ROADIMPROVEMENT
No.
AC Grinding, 4' wide machine < 1000sy
RI - 1
$
23.00
SY
AC Grinding, 4' wide machine 1000-2000sy
RI -2
$
5.75
SY
AC Grinding, 4' wide machine > 2000sy
RI - 3
$
1.38
SY
AC Removal/Disposal/Repair
RI - 4
$
41.14
SY
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
$
9.69
LF
372 3,604.68
Curb and Gutter, demolition and disposal
RI - 9
$
13.58
LF
Curb, extruded asphalt
RI - 10
$
2.44
LF
Curb, extruded concrete
RI - 11
$
2.56
LF
Sawcut, asphalt, 3" depth
RI - 12
$
1.85
LF
770 1,424.50
Sawcut, concrete, per V depth
RI - 13
$
1.69
LF
Sealant, asphalt
RI - 14
$
0.99
LF
Shoulder, AC, ( see AC road unit price)
RI - 15
$
-
SY
Shoulder, gravel, 4" thick
RI - 16
$
7.53
SY
Sidewalk, 4" thick
RI - 17
$
30.52
SY
Sidewalk, 4" thick, demolition and disposal
RI - 18
$
27.73
SY
Sidewalk, 5" thick
RI - 19
$
34.94
SY
Sidewalk, 5" thick, demolition and disposal
RI - 20
$
34.65
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" reflectorized line
RI - 24
$
0.25
LF
Page 4 of 9
SUBTOTAL
5,029.18
Unit prices updated: 02/12/02
*KCC 27A authorizes only one bond reduction. Version: 4/22/02
BONDQUANTITY_Permit_Final.xlsx Report Date: 8/15/2016
Site Improvement Bond Quantity Worksheet
Web date: 11/21/2005
Page 5 of 9
SUBTOTAL
10,238.80
7,679.10
Unit prices updated: 02/12/02
*KCC 27A authorizes only one bond reduction. Version: 4/22/02
BONDQUANTITY_Permit_Final.xlsx Report Date: 8/15/2016
Existing
Right-of-way
Future Public
Road Improvements
& Drainage Facilities
Private
Improvements
Bond Reduction*
Quant.
Complete
Cost
Unit Price
Unit
Quant. Cost
Quant. I Cost
Quant. 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 $
7.39
SY
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 $
19.69
SY 520 10,238.80 390 7,679.10
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", Qty. Over 2500 SY
RS - 9 $
13.94
SY
AC Road, 6", First 2500 SY
RS - 10 $
16.76
SY
AC Road, 6", Qty. Over 2500 SY
RS - 11 $
16.12
SY
Asphalt Treated Base, 4" thick
RS - 12 $
9.21
SY
Gravel Road, 4" rock, First 2500 SY
RS - 13 $
11.41
SY
Gravel Road, 4" rock, Qty. over 2500 SY
RS - 14 $
7.53
SY
PCC Road, 5", no base, over 2500 SY
RS - 15 $
21.51
SY
PCC Road, 6", no base, over 2500 SY
RS - 16 $
21.87
1 SY
Thickened Edge
RS - 17 $
6.89
1 LF
Page 5 of 9
SUBTOTAL
10,238.80
7,679.10
Unit prices updated: 02/12/02
*KCC 27A authorizes only one bond reduction. Version: 4/22/02
BONDQUANTITY_Permit_Final.xlsx Report Date: 8/15/2016
Site Improvement Bond Quantity Worksheet
Web date: 11/21/2005
Page 6 of 9
SUBTOTAL
36,372.77
15,925.93
Unit prices updated: 02/12/02
*KCC 27A authorizes only one bond reduction. Version: 4/22/02
BONDQUANTITY_Permit_Final.xlsx Report Date: 8/15/2016
Existing
Right-of-way
Future Public
Road Improvements
& Drainage Facilities
Private
Improvements
Bond Reduction*
Quant.
Complete
Cost
Unit Price
Unit
Quant. Cost
Quant. Cost
Quant. I
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
$
16.74
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
7 8,803.48
7
8,803.48
CB Type IL
D - 5
$
1,433.59
Each
CB Type 11, 48" diameter
D - 6
$
2,033.57
Each
3 6,100.71
for additional depth over 4'
D - 7
$
436.52
FT
3 1,309.56
CB Type 11, 54" diameter
D - 8
$
2,192.54
Each
1
2,192.54
for additional depth over 4'
D - 9
$
486.53
FT
1
486.53
CB Type 11, 60" diameter
D - 10
$
2,351.52
Each
for additional depth over 4'
D - 11
$
536.54
FT
CB Type 11, 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
40
504.00
Culvert, PVC, 8"
D - 20
$
13.33
LF
240
3,199.20
Culvert, PVC, 12"
D - 21
$
21.77
LF
926 20,159.02
34
740.18
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
$
140.83
LF
Culvert, CMP, 60"
D - 30$
235.45
LF
Culvert, CMP, 72"
D - 31
$
302.58
LF
Page 6 of 9
SUBTOTAL
36,372.77
15,925.93
Unit prices updated: 02/12/02
*KCC 27A authorizes only one bond reduction. Version: 4/22/02
BONDQUANTITY_Permit_Final.xlsx Report Date: 8/15/2016
DRAINAGE CONTINUED
Culvert, Concrete, 8"
Culvert, Concrete, 12"
Culvert, Concrete, 15"
Culvert, Concrete, 18"
Culvert, Concrete, 24"
Culvert, Concrete, 30"
Culvert, Concrete, 36"
Culvert, Concrete, 42"
Culvert, Concrete, 48"
Culvert, CPP, 6"
Culvert, CPP, 8"
Culvert, CPP, 12"
Culvert, CPP, 15"
Culvert, CPP, 18"
Culvert, CPP, 24"
Culvert, CPP, 30"
Culvert, CPP, 36"
Ditching
Flow Dispersal Trench (1,436 base+
French Drain (3' depth)
Geotextile, laid in trench, polypropylen,
Infiltration pond testing
Mid -tank Access Riser, 48" dia, 6' dee
Pond Overflow Spillway
Restrictor/Oil Separator, 12"
Restrictor/Oil Separator, 15"
Restrictor/Oil Separator, 18"
Riprap, placed
Tank End Reducer (36" diameter)
Trash Rack, 12"
Trash Rack, 15"
Trash Rack, 18"
Trash Rack, 21"
Page 7 of 9
Site Improvement Bond Quantity Worksheet
No.
Unit Price
Unit Quant.
D - 32
$ 21.02
LF
D- 33
$ 30.05
LF
D- 34
$ 37.34
LF
D- 35
$ 44.51
LF
D- 36
$ 61.07
LF
D- 37
$ 104.18
LF
D- 38
$ 137.63
LF
D- 39
$ 158.42
LF
D-40
$ 175.94
LF
D-41
$ 10.70
LF
D-42
$ 16.10
LF
D-43
$ 20.70
LF
D-44
$ 23.00
LF
D-45
$ 27.60
LF
D-46
$ 36.80
LF
D-47
$ 48.30
LF
D-48
$ 55.20
LF
D-49
$ 8.08
CY
D- 50
$ 25.99
LF
D- 51
$ 22.60
LF
D- 52
$ 2.40
SY
D- 53
$ 74.75
HR
D- 54
$ 1,605.40
Each
D- 55
$ 14.01
SY
D- 56
$ 1,045.19
Each
D- 57
$ 1,095.56
Each
D- 58
$ 1,146.16
Each
D- 59
$ 39.08
CY
D- 60
$ 1,000.50
Each
D- 61
$ 211.97
Each
D- 62
$ 237.27
Each
D- 63
$ 268.89
Each
D- 64
$ 306.84
Each
SUBTOTAL
Web date: 11/21/2005
Existing Future Public Private Bond Reduction*
Right-of-way Road Improvements Improvements
& Drainage Facilities Quant.
Cost Quant. I Cost Quant. Cost Complete Cost
5 8027
1 1000.5
9027.5
Unit prices updated: 02/12/02
*KCC 27A authorizes only one bond reduction. Version: 4/22/02
BONDQUANTITY_Permit_Final.xlsx Report Date: 8/15/2016
Site Improvement Bond Quantity Worksheet
Web date: 11/21/2005
SUBTOTAL
SUBTOTAL (SUM ALL PAGES):
30% CONTINGENCY & MOBILIZATION:
GRANDTOTAL:
COLUMN:
Page 8 of 9
18,075.00
69,715.75
20,914.73
90,630.48
B
85,950.00
137,184.23
41,155.27
178,339.50
D
Unit prices updated: 02/12/02
*KCC 27A authorizes only one bond reduction. Version: 4/22/02
BONDQUANTITY_Permit_Final.xlsx Report Date: 8/15/2016
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 course
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 quality vaults.)
No.
Stormdrain HDPE - 8 inch
WI - 1
$
40.00
LF
280
11,200.00
Stormdrain HDPE - 12 inch
WI - 3
$
50.00
LF
35
1,750.00
Stormdrain HDPE - 78 inch detention pipe
WI - 4
$
200.00
LF
236
47,200.00
Sanitary Sewer pipe - 6 inch
WI - 5
$
40.00
LF
155
6,200.00
Water Pipe 1" including exc and backfill
WI - 6
$
40.00
LF
240
9,600.00
Water Meter
WI - 7
$
2,000.00
Each
5
10,000.00
Pervious Concrete Sidewalk
WI - 8
$
50.00
SY
230 11500
ADA Curb Ramp
WI - 9
$
800.00
Each
1 800
Concrete Driveway
WI - 10 $
35.00
SY
165 5775
WI -11
WI -12
SUBTOTAL
SUBTOTAL (SUM ALL PAGES):
30% CONTINGENCY & MOBILIZATION:
GRANDTOTAL:
COLUMN:
Page 8 of 9
18,075.00
69,715.75
20,914.73
90,630.48
B
85,950.00
137,184.23
41,155.27
178,339.50
D
Unit prices updated: 02/12/02
*KCC 27A authorizes only one bond reduction. Version: 4/22/02
BONDQUANTITY_Permit_Final.xlsx Report Date: 8/15/2016
Site Improvement Bond Quantity Worksheet
Original bond computations prepared by:
Name: Peter Apostol Date:
PE Registration Number: 35163 Tel. #:
Firm Name: Coterra Engineering
Address: 321 3rd Avenue South, Suite 406, Seattle, WA 98104 Project No:
Stabilization/Erosion Sediment Control (ESC)
Existing Right -of -Way Improvements
Future Public Road Improvements & 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)
(B)
Web date: 11/21/2005
8/15/2016
206-596-7115
ROAD IMPROVEMENTS & DRAINAGE FACILITIES FINANCIAL GUARANTEE REQUIREMENTS
PERFORMANCE BOND* PUBLIC ROAD & DRAINAGE
AMOUNT BOND* AMOUNT MAINTENANCE/DEFECT BOND"
REQUIRED AT RECORDING OR
$ 30,251.3 TEMPORARY OCCUPANCY ***
$ 90,630.5
(C) $ -
(D) $ 178,339.5
(A+B) $ 120,881.8
(T) $ 299,221.3
Minimum bond amount is $1000.
(E) $
T x 0.30 $ 89,766.4 OR
(T -E) $ 299,221.3
Use larger of Tx30% or (T -E)
Date:
(B+C) x
0.25 = $ 22,657.6
* 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 $ 178,339.5 (C+D)-E
REQUIRED BOND* AMOUNTS ARE SUBJECT TO REVIEW AND MODIFICATION BY DDES
Page 9 of 9 Unit prices updated: 02/12/02
Check out the DDES Web site at www.metrokc._gov/ddes Version: 4/22/02
BON DQUANTITY_Permit_Final.xlsx Report Date: 8/15/2016