HomeMy WebLinkAboutA 20140811001204 Return Address:
City of Renton
City Clerk
Renton City Hall
1055 S. Grady Way 20140811001204
Renton, WA 98057 CITY OF RENTON AG 82.00
PAGE-001 OF 011
08/11/2014 16:20
KING COUNTY, WA
Above this line reserved for recording information.
PUBLIC AGENCY AGREEMENT FOR PERFORMANCE
(Project No. U14001164)
Grantor/Borrower: King County Housing Authority
Grantee/Assignee/Beneficiary: City of Renton •
Legal Description/STR: LOT 2 or RENTON SP LUA-08-137-
• SHPL REC#20100111900006 SD SP
• LOCATED IN W 1/2 OF 32-23-05
Assessor's Tax Parcel I D#: 322305-9362
Project Title: Vantage Point Apartments
THIS AGREEMENT ("AGREEMENT") made and entered into on the
2314 day of July, 2014, by and between the City of Renton, a municipal
corporation of the State of Washington, hereinafter referred to as "CITY", and King
County Housing Authority, a Washington public body, corporate and politic,
hereinafter referred to as "APPLICANT", (collectively, the "PARTIES").
WITNESSETH: •
WHEREAS, the CITY approved the above-named project, and incorporated
herein by reference; and
•
WHEREAS, in connection with the improvement or development of such
property, certain site improvements would need to be made or otherwise provided
for; and
WHEREAS, the APPLICANT is required to make certain improvements as
detailed on the attached Site Improvement Bond Quantity Worksheet;
Public Agency Agreement for Performance Page 1 of 1
NOW THEREFORE, IT IS HEREBY AGREED as follows:
1. The APPLICANT shall faithfully perform all of the improvements set forth on
the attached Site Improvement Bond Quantity Worksheet, and shall pay all
laborers, mechanics, sub-contractors and material men, and all persons who
shall supply principal or sub-contractors with provisions and supplies for the
carrying on of said work and shall hold the CITY harmless from any loss or
damage occasioned to any person or property by reason of any carelessness
or negligence on the part of said principal or any subcontractor in the
performance of said work, and shall indemnify and hold the CITY harmless
from any damage or expense by reason of failure of performance, as specified
in said AGREEMENT, and
2. In addition to any and all other remedies available to the CITY, at law or in
equity, if the APPLICANT fails to complete the improvements, or otherwise
arrange for the construction and installation of such improvements, then the
CITY shall be entitled and authorized to make, construct, install or provide for
such improvements and bill the APPLICANT for the costs incurred in
connection therewith, and/or file a lien on the property of the APPLICANT for
the amount of the CITY'S full costs and expenses therefore, and enforce the
lien in accordance with legal process. Any such billing by the CITY to the
APPLICANT shall be paid by the APPLICANT within sixty (60) days of the
billing, unless other arrangements are made in advance.
3. This AGREEMENT shall be binding on the heirs, assigns and successors in
interest of the PARTIES hereto, and the obligations hereunder shall run with
the land of the above-referenced parcels.
4. The APPLICANT shall indemnify and hold the CITY and its agents,
employees, and/or officers, harmless from and shall process and defend at its
own expense any and all claims, demands, suits, at law or equity, actions,
penalties, losses, damages, or costs, of whatsoever kind or nature, brought
against the CITY arising out of, in connection with, or incident to the execution
of this AGREEMENT and/or the APPLICANT performance or failure to perform
any aspect of this AGREEMENT. No liability shall attach to the CITY by
reason of entering into this AGREEMENT except as expressly provided
herein.
5. In the event that either party initiates any action to enforce the terms and
conditions of this AGREEMENT, the prevailing parties shall be entitled to
reasonable costs and attorneys fees.
Public Agency Agreement for Performance Page 2 of 41
•
•
6. This AGREEMENT contains the entire understanding of the PARTIES with
respect to the matters set forth herein and any prior or contemporaneous
understandings are merged herein. This AGREEMENT shall not be modified
except by written instrument executed by the PARTIES hereto.
7. This AGREEMENT shall remain in full force and effect and shall not be
released until all terms of this AGREEMENT have been completed to the
satisfaction of the CITY'S City Engineer or his/her designee.
IN WITNESS WHEREOF, the PARTIES hereto have executed this
AGREEMENT on the date and year first above set forth.
CITY OF RENTON:
Chip Vincent, Administrator of Department of Community and Economic
Development
STATE OF WASHINGTON )
) ss
COUNTY OF KING )
I certify that I know or have satisfactory evidence that Chip Vincent is the person
who appeared before me, and said person acknowledged that he signed this
instrument, on oath stated that he was authorized to execute the instrument and
acknowledged it as the Administrator of Department of Community and
Economic Development of the City of Renton to be the free and voluntary act of
such party for the uses and purposes mentioned in this instrument.
GIVEN i hand and official seal this 2rd day of July, 2014.
IDS M 1KaC.A-1Z
h��y
�N/44 ;U / .e, NotaryPublic in and for a State of Washington
?r4"""av,.',„,k Residing at o sS S � -,i `� . �.:�„- wR 989n
6,ti OF WP My appointment expires .8-6)/-
Public Agency Agreement for Performance Page 3 of 44
•
KING COUNTY HOUSING AUTHORITY:
'Cf .
Daniel R. Watson, Deputy Executive Director
STATE OF WASHINGTON )
) ss
COUNTY OF KING
I certify that I know or have satisfactory evidence that Daniel R. Watson is the
person who appeared before me, and said person acknowledged that he signed this
instrument, on oath stated that he was authorized to execute the instrument and
acknowledged it as the Deputy Executive Director of the King County Housing
Authority to be the free and voluntary act of such party for the uses and purposes
mentioned in this instrument. t
GIVEN under my hand and official seal this mal" day of July, 2014.
...\""tttlit
�PNMN �'
1/'_--``OOA Z•• Notary Public in and for the State of Washington
1._ p Residing at `TC(..
'WW25
,11
= My appointment expires Co -
File: U14001164
Public Agency Agreement for Performance Page 4 of ff
Site Improvement Bond Quantity Worksheet
Original bond computations prepared by:
Name: CHRISTOPHER BORZIO Date: 1/27/2014
PE Registration Number: WA 48787 Tel.#: (206)926-0418
Firm Name: KPFF CONSULTING ENGINEERS
Address: 1601 FIFTH AVE STE 1600 SEATTLE WA 98101 Project No:
ROAD IMPROVEMENTS&DRAINAGE FACILITIES FINANCIAL GUARANTEE REQUIREMENTS
PERFORMANCE BOND*,** PUBLIC ROAD&DRAINAGE
AMOUNT MAINTENANCE/DEFECT BOND
Stabilization/Erosion Sediment Control(ESC) (A) $ 15,896.7
Existing Right-of-Way Improvements (B) $ 68,885.8
Future Public Road Improvements&Drainage Facilities (C) $ -
Private Improvements (D) $ 579,575.9
Construction Bond'Amount (A+B+C+D) = TOTAL (T) $ 664,358.4
Minimum bond'amount is$1000.
(B+C)x
Maintenance/Defect Bond*Total 0.20= $ 13,777.2
NAME OF PERSON PREPARING BOND*REDUCTION: Date:
"NOTE:The word"bond"as used in this document means any financial guarantee acceptable to the City of Renton.
""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. rQoe .S°l�
Site Improvement Bond Quantity Worksheet
, ,�, • t Existing.. - .,„ Future,Public Private
Guantlt Completed
s :, : F r :r..,;!':';,4,,, �u ,� ,Y ° ,i.7 s r 1,^ Right-of Way' ",,. "'Road Improvements ,,, r Improvement`s. '1°q f'r ry r`(Bond Reducton)*
`' ''' &'Drainage Facilities , } ,,Quant. ;
t' , Cost
GENERAL ITEMS No. .
Backfill&Compaction-embankment GI-1 $ 5.62 CY 0.00 0.00 0.00 0.00
Backfill&Compaction-trench GI-2 $ 8.53 CY 69 588.57 0.00 1201 10,244.53 0.00 •
Clear/Remove Brush,by hand GI-3 $ 0.36 SY 0.00 0.00 0.00 0.00
Clearing/Grubbing/Tree Removal GI-4 $ 8,876.16 Acre 0.3 2,662.85 0.00 2.7 23,965.63 0.00
Excavation-bulk GI-5 $ 1.50 CY 0.00 0.00 20052 30,078.00 0.00
Excavation-Trench GI-6 $ 4.06 CY 69 280.14 0.00 1201 4,876.06 0.00
Fencing,cedar,6'high GI-7 $ 18.55 LF 0.00 0.00 0.00 0.00
Fencing,chain link,vinyl coated, 6'high GI-8 $ 13.44 LF 0.00 0.00 572 7,687.68 0.00
Fencing,chain link,gate,vinyl coated, 21 GI-9 $ 1,271.81 Each 0.00 0.00 4 5,087.24 0.00
Fencing,split rail,3'high GI-10 $ 12.12 LF 0.00 0.00 162 1,963.44 0.00
Fill&compact-common barrow GI-11 $ 22.57 CY 0.00 0.00 1086 24,511.02 0.00
Fill&compact-gravel base GI-12 $ 25.48 CY 0.00 0.00 0.00 0.00
Fill&compact-screened topsoil GI-13 $ 37.85 CY 0.00 0.00 0.00 0.00
Gabion,12"deep,stone filled mesh GI-14 $ 54.31 SY 0.00 0.00 0.00 0.00
Gabion,18"deep,stone filled mesh GI-15 $ 74.85 SY 0.00 0.00 0.00 0.00
Gabion,36"deep,stone filled mesh GI-16 $ 132.48 SY 0.00 0.00 0.00 0.00
Grading,fine,by hand GI-17 $ 2.02 SY 0.00 0.00 1460 2,949.20 0.00
Grading,fine,with grader GI-18 $ 0.95 SY 0.00 0.00 13149 12,491.55 0.00
Monuments,3'long GI-19 $ 135.13 Each 0.00 0.00 0.00 0.00
Sensitive Areas Sign GI-20 $ 2.88 Each 0.00 0.00 0.00 0.00
Sodding,1"deep,sloped ground GI-21 $ 7.46 SY 0.00 0.00 0.00 0.00
Surveying,line&grade GI-22 $ 788.26 Day 1 788.26 0.00 30 23,647.80 0.00
Surveying,lot location/lines GI-23 $ 1,556.64 Acre 0.00 0.00 3 4,669.92 0.00
Traffic control crew(2 flaggers) GI-24 $ 85.18 HR 120 10,221.60 0.00 0.00 0.00
Trail,4"chipped wood GI-25 $ 7.59 SY 0.00 0.00 0.00 0.00
Trail,4"crushed cinder GI-26 $ 8.33 SY 0.00 0.00 0.00 0.00
Trail,4"top course GI-27 $ 8.19 SY 0.00 0.00 0.00 0.00
Wall,retaining,concrete GI-28 $ 44.16 SF 0.00 0.00 0.00 0.00
Wall,rockery GI-29 $ 9.49 SF 0.00 0.00 0.00 0.00
Page6of II SUBTOTAL 14,541.42 0.00 152,172.07 0.00
Site Improvement Bond Quantity Worksheet
Existing • Future Public,. Private Bond Reduct
Ion.
,
r Right-0-way .'Road improvements Improvements .
y4 ,' .&Drainage'Facilities 4 ,', ,k,Quant r
r 1 Unit Price A Unit `Quant . ',,Cost buant1 Cost , Quant ).,0 Cost 1, • Complete ". ` `•Cost - --
ROAD IMPROVEMENT '=, . No. '
AC Grinding,4'wide machine<1000sy RI-1 $ 23.00 SY 0.00 0.00 0.00 0.00
AC Grinding,4'wide machine 1000-2000 RI-2 $ 5.75 SY 0.00 0.00 0.00 0.00
AC Grinding,4'wide machine>2000sy RI-3 $ 1.38 SY0.00 0.00 0.00 0.00
AC Removal/Disposal/Repair RI-4 $ 41.14 SY 137 5,636.18 0.00 0.00 0.00
Barricade,type I RI-5 $ 30.03 LF 0.00 0.00 0.00 0.00
Barricade,type Ill(Permanent) RI-6 $ 45.05 LF 0.00 0.00 0.00 0.00
Curb&Gutter,rolled RI-7 $ 13.27 LF 0.00 0.00 0.00 0.00
Curb&Gutter,vertical RI-8 $ 9.69 LF 140 1,356.60 0.00 1410 13,662.90 0.00
Curb and Gutter,demolition and disposal RI-9 $ 13.58 LF 140 1,901.20 0.00 0.00 0.00
Curb,extruded asphalt RI-10 $ 2.44 LF 0.00 0.00 0.00 0.00
Curb,extruded concrete RI-11 $ 2.56 LF 0.00 0.00 0.00 0.00
Sawcut,asphalt,3"depth RI-12 $ 1.85 LF 395 730.75 0.00 0.00 0.00
Sawcut,concrete,per 1"depth RI-13 $ 1.69 LF 0.00 0.00 0.00 0.00
Sealant,asphalt RI-14 $ 0.99 LF 0.00 0.00 0.00 0.00
Shoulder,AC, (see AC road unit price) RI-15 $ - SY 0.00 0.00 0.00 0.00
Shoulder,gravel,4"thick RI-16 $ 7.53 SY 0.00 0.00 0.00 0.00
Sidewalk,4"thick RI-17 $ 30.52 SY 587 17,915.24 0.00 2056 62,749.12 0.00
Sidewalk,4"thick,demolition and dispose'RI-18 $ 27.73 SY 0.00 0.00 0.00 0.00
Sidewalk,5"thick RI-19 $ 34.94 SY 0.00 0.00 0.00 0.00
Sidewalk,5"thick,demolition and dispos RI-20 $ 34.65 SY 0.00 0.00 0.00 0.00
Sign,handicap RI-21 $ 85.28 Each 0.00 0.00 0.00 0.00
Striping,per stall RI-22 $ 5.82 Each 0.00 0.00 27 157.14 0.00
Striping,thermoplastic,(for crosswalk) RI-23 $ 2.38 SF 0.00 0.00 0.00 0.00
Striping,4"reflectorized line RI-24 $ 0.25 LF 0.00 0.00 0.00 0.00
Pagel of 1/ SUBTOTAL 27,539.97 0.00 76,569.16 0.00
Site Improvement Bond Quantity Worksheet
: Existing ,, Future Public: ,.Private0.44:r).- ,.., ,,,,, Bond Reduction"x c''
Right-Of-way Road Improvements" . Improvements t,' +
w. -.. . ' &'Drainage'Facilities z4"""` °,a ,Quant ,,, r
, ', 4 . - Unit Price Unit Quant.. Cost �Quanti " Cost Quant:, Cosh- a Complete ' ad l ''�`Cast+"''
ROAD SURFACING",- f4 Rock .5 bag,&-1:5"too coarse) =or'93.KCBS(6.5 Ruck=.5"'base&1::$ too.course) " `l' ''''':f" ''''' '' '' "'^"1
For KCRS'93,(additional 2.5"base)add RS-1 $ 3.60 SY 0.00 0.00 0.00 0.00 •
AC Overlay,1.5"AC RS-2 $ 7.39 SY 0.00 0.00 0.00 0.00
AC Overlay,2"AC RS-3 $ 8.75 SY 0.00 0.00 0.00 0.00
AC Road,2",4"rock,First 2500 SY RS-4 $ 17.24 SY 0.00 0.00 0.00 0.00
AC Road,2",4"rock,Qty.over 2500SY RS-$ $ 13.36 SY 0.00 0.00 0.00 0.00
AC Road,3",4"rock,First 2500 SY RS-6 $ 19.69 SY 137 2,697.53 0.00 2500- 49,225.00 0.00
AC Road,3",4"rock,Qty.over 2500 SY RS-7 $ 15.81 SY 0.00 0.00 303 4,790.43 0.00
AC Road,5",First 2500 SY RS-8, $ 14.57 SY 0.00 0.00 0.00 0.00
AC Road,5",Qty.Over 2500 SY RS-9 $ 13.94 SY 0.00 0.00 0.00 0.00
AC Road,6",First 2500 SY RS-1d $ 16.76 SY 0.00 0.00 0.00 0.00
AC Road,6",Qty.Over 2500 SY fIS-1 i $ 16.12 SY 0.00 0.00 0.00 0.00
Asphalt Treated Base,4"thick RS-1'; $ 9.21 SY 0.00 0.00 0.00 0.00
Gravel Road,4"rock,First 2500 SY RS-12 $ 11.41 SY 0.00 0.00 0.00 0.00
Gravel Road,4"rock,Qty.over 2500 SY RS-14 $ 7.53 SY 0.00 0.00 0.00 0.00
PCC Road,5",no base,over 2500 SY RS-1f $ 21.51 SY 0.00 0.00 0.00 0.00
PCC Road, 6",no base,over 2500 SY RS-1E $ 21.87 SY 0.00 0.00 0.00 0.00
'Thickened Edge AS-'0 $ 6.89 LF - 0.00 0.00 0.00 0.00
Pagegof/l SUBTOTAL 2,697.53 0.00 54,015.43 0.00
Site Improvement Bond Quantity Worksheet
Existing Future Public . Private . . Bond Reduction*
x_ Right-ot-way Road Improvements '• Improvements
&.Drainage Facilities , ' , Quant. ,.
' I • Unit Price, Unit Quant.,-I „ Cost , , Quant{ Cost . . Quant. ( Cost ., Complete y „Cost
DRAINAGE:(CPP=:CornuaatediPlas'c faioe-NI-2,6r'.Eauiv'tenth,.':•` : ^For,'qulverl prices, Average of.4'-co'er,was assumed, o ted PVC Is sa `;m e" '
Assume pert ra me price,as Soli�1 pipe,;,,,a.. F v; ,�., , x
Access Road,R/D D-1 $ 16.74 SY 0.00 0.00 0.00 0.00
Bollards-fixed D-2 $ 240.74 Each 0.00 0.00 0.00 0.00 '
Bollards-removable D-3 $ 452.34 Each 0.00 0.00 0.00 0.00
(CBs include frame and lid)
CB Type I D-4 $ 1,257.64 Each 0.00 0.00 17 21,379.88 0.00
CB Type IL D-5 $ 1,433.59 Each 0.00 0.00 0.00 0.00
CB Type II,48"diameter D-6 $ 2,033.57 Each 2 4,067.14 0.00 2 4,067.14 0.00
for additional depth over 4' D-7 $ 436.52 FT 6 2,619.12 0.00 2 873.04 0.00
CB Type II,54"diameter D-8 $ 2,192.54 Each 0.00 0.00 0.00 0.00
for additional depth over 4' D-9 $ 486.53 FT 0.00 0.00 0.00 0.00
CB Type II,60"diameter D-10 $ 2,351.52 Each 0.00 0.00 0.00 0.00
for additional depth over 4' D-11 $ 536.54 FT 0.00 0.00 0.00 0.00
CB Type II,72"diameter D-12 $ 3,212.64 Each 0.00 0.00 0.00 0.00
for additional depth over 4' D-13 $ 692.21 FT 0.00 0.00 0.00 0.00
Through-curb Inlet Framework(Add) D-14 $ 366.09 Each 0.00 0.00 0.00 0.00
Cleanout,PVC,4" D-15 $ 130.55 Each 0.00 0.00 0.00 0.00
Cleanout,PVC,6" D-16 $ 174.90 Each 0.00 0.00 9 1,574.10 0.00
Cleanout,PVC,8" D-17 $ 224.19 Each 0.00 0.00 16 3,587.04 0.00
Culvert,PVC,4" D-18 $ 8.64 LF 0.00 0.00 0.00 0.00
Culvert,PVC,6" D-19 $ 12.60 LF 0.00 0.00 353 4,447.80 0.00
Culvert,PVC, 8" D-20 $ 13.33 LF 0.00 0.00 1390 18,528.70 0.00
Culvert,PVC,12" D-21 $ 21.77 LF 70 1,523.90 0.00 739 16,088.03 0.00
Culvert,CMP,8" D-22 $ 17.25 LF 0.00 0.00 0.00 0.00
Culvert,CMP,12" D-23 $ 26.45 LF 0.00 0.00 0.00 0.00
Culvert,CMP,15" D-24 $ 32.73 LF 0.00 0.00 0.00 0.00
Culvert,CMP,18" D-25 $ 37.74 LF 0.00 0.00 0.00 0.00
Culvert,CMP,24" D-26 $ 53.33 LF 0.00 0.00 0.00 0.00
Culvert,CMP,30" D-27 $ 71.45 LF 0.00 0.00 0.00 0.00
Culvert,CMP,36" D-28 $ 112.11 LF 0.00 0.00 0.00 0.00
Culvert,CMP,48" D-29 $ 140.83 LF 0.00 0.00 0.00 0.00
Culvert,CMP,60" D-30 $ 235.45 LF 0.00 0.00 0.00 0.00
Culvert,CMP,72" 0-31 $ 302.58 LF 0.00 0.00 0.00 0.00
Page ffof ti SUBTOTAL 8,210.16 0.00 70,545.73 0.00
Site Improvement Bond Quantity Worksheet
Existing Future Public Private Bond Reduction*
Right-of-way Road Improvements • Improvements
DRAINAGE CONTINUED , &Drainage Facilities Quant.
- 4 fNo. , Unit Price , _ Unit Qjuant.r1 Cost `Quanta Cost„M,.,. „ ''Quant ,� -, •,,:. Cost, .',„„ Complete .,,,,,.Cost, ,
Culvert,Concrete,8" D-32 $ 21.02 LF 0 0 0 0
Culvert,Concrete, 12" D-33 $ 30.05 LF - 0 0. 0 0
Culvert,Concrete,15" -D-34 $ 37.34 LF 0'. 0 0 0 -
Culvert,Concrete,18" D-35 $ 44.51 LF - 0 0 0 0
Culvert,Concrete,24" D-36 $ 61.07 LF "' 0 0 0 0
Culvert,Concrete,30" D-37 $ 104.18 LF - 0 0 0 0
Culvert,Concrete,36" D-38 $ 137.63 LF_ 0 0 0 0
Culvert,Concrete,42" D-39 $ 158.42 . LF 0 0 0 0
Culvert,Concrete,48" D-40 $ 175.94 LF 0' 0 0 0
Culvert,CPP,6" D-41 $ 10.70 LF 00 0 0
-
Culvert,CPP,8" D-42 $ 16.10 LF 60 0 0
Culvert,CPP, 12" D-43 $ 20.70 . LF - 0 0 0 0
Culvert,CPP,15" D-44 $ 23.00 . LF ' 0' 0 0 0
Culvert,CPP,18" D-45 $ 27.60 . LF - 0 0 0 0
Culvert,CPP,24" D-46 $ 36.80 ' LF 0 0 0 0
Culvert,CPP,30" D-47 $ 48.30 LF 0 0 0 0
Culvert,CPP,36" -D-48 $ 55.20 LF ' 0 0 0 0
Ditching D-49 $ 8.08 CY 0 0 0 0
Flow Dispersal Trench (1,436 base+) D-50 $ 25.99 LF '
French Drain (3'depth) D-51 $ 22.60 LF 0 0 0 0
Geotextile,laid in trench,polypropylene D-52 $ 2.40 SY 0 0 0 0
Infiltration pond testing D-53 $ 74.75 - HR - 0 0 0 0
Mid-tank Access Riser,48"dia, 6'deep D-54 $ 1,605.40 Each 0 0 0 0
Pond Overflow Spillway D-55 $ 14.01 ' SY 0 0 0 0
Restrictor/Oil Separator,12" D-56 $ 1,045.19 -Each- 0 0 1 1045.19 0
Restrictor/Oil Separator, 15" D-57 $ 1,095.56 Each- 0 0 0 0
Restrictor/Oil Separator,18" D-58 $ 1,146.16 Each 0 0 0 0
Riprap,placed D-59 $ 39.08 CY 0 0 0 0
Tank End Reducer(36"diameter) D-60 $ 1,000.50 Each_ 0 0 0 0
Trash Rack,12" D-61 $ 211.97 Each 0 0 0 0
Trash Rack,15" D-62 $ 237.27 Each 0 0 0 0 -
Trash Rack,18" , b-63 $ 268.89 Each 0 0 0 0
Trash Rack,21" 0-64 $ 306.84 -Each 0 0 0 0
Page jeof y1/ SUBTOTAL 0 0 1045.19 0
Site Improvement Bond Quantity Worksheet -
� r Existing , Future Public ; Private n,, • R 3p BondReduction c
k
;5' Right of way GRoad Improvements -Improvements 4 a'° 4 " W *''
4 ,&Drainage Facilities` -, r-' Quant r;' •
J Unit Price Unit Quant. J Price 'Quanta Cost Quant. I Cost Complete -'''''�'"Cost''~ ,
PARKING LOT SURFACING
No.
2"AC,2"top course rock&4"borrow PL-1 $ 15.84 SY 0 0 0 0 •
2"AC, 1.5" top course&2.5"base court PL-2 $ 17.24 SY 0 0 0 0
4"select borrow PL-3 $ 4.55 SY 0 0 0 0
1.5"top course rock&2.5"base course PL-4 $ 11.41 SY 0 0 0 0
WRITE-IN-ITEMS . '
(Such as detention/water quality vaults.) l No.
WI-1 0 0.00 0.00 0.00
WI-2 0 0.00 0.00 0.00
AREA DRAIN WI-3 $ 500.00 Each 0 0.00 13 6,500.00 0.00
TRENCH DRAIN WI-4 $ 5,000.00 Each 0 0.00 4 20,000.00 0.00
GRASSCRETE WI-5 $ 50.00 SY 0 0.00 839 41,950.00 0.00
PERVIOUS PAVEMENT WI-6 $ 35.00 SY 0- 0.00 658 23,030.00 0.00
WI-7 0 0.00 0.00 0.00
WI-8 0 0.00 0.00 0.00
WI-9 0 0.00 0.00 0.00
wI-i o 0 0.00 0.00 0.00
SUBTOTAL 0.00 0.00 91,480.00 0.00
SUBTOTAL(SUM ALL PAGES): 52,989.08 0.00 445,827.58 0.00
30%CONTINGENCY&MOBILIZATION: 15,896.72 0.00 133,748.27 0.00
GRANDTOTAL: 68,885.80 0.00 579,575.86 0.00
COLUMN: B C D E
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