HomeMy WebLinkAboutContract 9
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CITY OF RENTON
CONTRACT AGREEMENT
THIS AGREEMENT is made as of the l day of �.m , 2012, between the
CITY OF RENTON, a municipal corporation of the State of Washington, hereinafter referred to as "CITY" and
Contech Services Inc., hereinafter referred to as "CONTRACTOR,"to Repair previously modified concrete drainage
sections located on the P-3 Parking Level, located at Renton City Hall, 1055 South Grady Way, Renton, WA 98057.
The City and Contractor agree as set forth below.
1. Scope of Services. The Contractor will provide all material and labor necessary to perform all work described in
the Proposal which is included with this Agreement as "Attachment A."
2. Changes in Scope of Services. The City, without invalidating the Contract, may order changes in the Services
consisting of additions, deletions or modifications, the Contract Sum being adjusted accordingly. Such changes
in the work shall be authorized by written Change Order signed by the City and the Contractor.
3. Time of Performance. The Contractor shall commence performance of the Contract no later than Ten 10
calendar days after Contract's final execution, and shall complete the full performance of the Contract not later
than Sixty 60 calendar days from the date of commencement.
4. Term Of Contract. The Term of this Agreement shall end at completion of the enclosed scope of work.. This
Agreement may be extended to accomplish change orders, if required, upon mutual written agreement of the
City and the Contractor.
5. Contract Sum. The total amount of this Contract is the sum of($19,929.00), which includes Washington State
Sales Tax.
6. Retainage in Lieu of Bond. In lieu of a performance bond, the City will retain 50% of the contract amount for a
period of 45 days after Final Acceptance of the work.
7. Method of Payment. Payment by the City for the Services will only be made after the Services have been
performed and a voucher or invoice is submitted in a form acceptable to the City. Payment of the initial 50%will
be made in the next pay cycle of the Renton Finance Department after receipt of such voucher or invoice (pay
cycles are approximately bi-weekly). The remaining 50%will be paid 45 days after Final Acceptance. The City
shall have the right to withhold payment to the Contractor for any work not completed in a satisfactory manner
until such time as the Contractor modifies such work so that the same is satisfactory.
8. Employment.The Contractor's employees are not employees of the City of Renton.
9. Assignment and Subcontract. The Contractor shall not assign or subcontract any portion of this Contract
without express written consent of the City of Renton.
10. Record Keeping and Reporting. The Contractor shall maintain accounts and records which properly reflect all
direct and indirect costs expended and services provided in the performance of this Agreement. The Contractor
agrees to provide access to any records required by the City.
t
11. Hold Harmless. The Contractor shall indemnify, defend and hold harmless the City, its officers, agents,
employees and volunteers, from and against any and all claims, including claims from third parties, losses or
liability, or any portion thereof, including attorneys fees and costs, arising from injury or death to persons,
including injuries, sickness, disease or death to Contractor's own employees, or damage to property occasioned
by a negligent act, omission or failure of the Contractor.
12. Insurance. The Contractor shall maintain throughout the duration of this contract the following insurance
requirements: General Liability insurance in the amount of$1,000,000 per occurrence/$2,000,000 aggregate;
Professional Liability insurance in the amount of$1,000,000 per claim; Automobile Liability in the amount of
$1,000,000 per accident; and proof of Workers' Compensation coverage. The City of Renton will be name as a
Primary and Non-Contributory Additional Insured on the insurance policy and an endorsement stating such shall
be provided.
13. Compliance with Laws. The Contractor and all of the Contractor's employees shall perform the services in
accordance with all applicable federal, state, county and city laws, codes and ordinances.
14. Conflicts. In the event of any inconsistencies between contractor proposals and this contract, the City of
Renton contract shall prevail.
15. Prevailing Wage Rates. The Contractor must comply with the State prevailing wage requirements. The
Contractor must file an Intent To Pay Prevailing Wage at the beginning of the project and an Affidavit of Wages
Paid at the end of the project with the Washington State Department of Labor and Industries,
http://www.Ini.wa.gov/TradesLicenting/PrevWage/default.asp
This Agreement is entered into as of the day and year written above.
AC CITY OF RENTON
nat a Signature
Terry Higashivama, Community Services Administrator
Print 4d Name and Title Printed Name and Title
s.
Contech Services, Inc.
Business Name
P.O. Box 84866
Mailing Address
Seattle WA 98124
City State Zip
Phone: 206 763 9877/ Fax: 206 763 9970
Telephone
ATTACHMENT A
Contech Services, Inc.
Renton City Hall Parking Structure
Trench Repairs
MICONTECIbu
CO NTECH SERVICES. INC.
PROPOSAL/CONTRACT
TO PURCHASER: City of Renton ADDRESS: 1055 South Grady Way
Renton, WA 98057
NAME OF PROJECT: Renton City Hall
ATTENTION: Mr. Dennis Conte
Phone: 425-430-6643 parking Structure Trench Repairs
Fax: 425-430-6603 ADDRESS:
Cell: 425-766-6159
PROPOSAL NUMBER: P-12414P
DATE: September 23,2012 Job#/P.O.#
1. WORK: ConTech Services, Inc. ("ConTech") proposes,to provide labor, materials & equipment as hereinafter
described: (A) mobilize to site (4) times, saw cut perimeter of(8) trenches, demo existing trench concrete and
reinforcing, prepare surfaces, install new perimeter dowels and (2) longitudinal reinforcing bars, place 5,000
psi concrete; (B) add or deduct for areas; (C) install a light duty Neogard traffic topping if required to new
areas. Total of(8)trenches 16"x 18' 4".
2 . FOR THE ESTIMATED PRICE OF: (A) .$18,200.00/8-trenches
(B) $2,000.00/trench add or deduct
(C) $560.00/trench
Payment in the amount as stipulated above is subject to additions or deducted changes in writing. Purchaser in
addition to the price above shall pay sales tax. The price is firm for 30 days and is contingent upon the
following:
A. 110-volt power,potable water, and toilet facilities near the work area.
B. A full 8 hours of uninterrupted access to the work. Delays caused by or for the convenience of the
purchaser are not the responsibility or.within the control of ConTech and may subject the purchaser
to delay, standby or remobilization charge.
C. .Receipt of this Proposal and Contract signed by both parties.
D. Below is a statement of our Responsibility of Parties Policy, acceptable to our insurance carrier&us.
E. Notification, handling, removal and disposal of hazardous or toxic substances at the project site are the
responsibility of others.
P.O.Box 84886,Seattle,WA 98124 Tel(206)763-9877 Fax(206)763-9970
www.contechservices.com WA Contractor's Lic.#CONTESI073L4
3. ITEMS NOT INCLUDED OR CONTINGENCIES: Safe and coordi- `°d access to all work areas. No drain
' work is included if required. -king and pedestrian notifications by , .;rs. No traffic striping if required is
included.
4 . TERMS: Net 30 days
5. CONDITIONS: All accounts 30 days past due date will be charged a finance charge of 1.5% per month,which is an amoral percentage rate of 18%. In the event that any
suit or legal action is instituted to enforce any of the provisions herein,the parties agree that the prevailing party shall receive from the
other party such sum as a trial court shall adjudge as reasonable attorney fees in said suit or action,and if an appeal is taken from any judgment or
decree of such trial court,the parties further agree to pay such sum as an appellate court shall adjudge reasonable as the prevailing party's attorneys'
fees on such appeal.
6. RESPONSIBILITIES OF PARTIES:
A. ConTech Services, Inc. shall not be liable for, and purchaser shall indemnify ConTech against, any
suits, claims, actions, losses, costs, penalties and damages which result from the sole,joint or several
negligence of the purchaser or owner or their subcontractors or employees or agents. ConTech shall
not in any event be liable for any consequential damages, including without limitation damages for
delay or loss of use, in connection with work under this Proposal and Contract.
B. Purchaser verifies that they are the owner of the real property upon which the
work is to be performed or that is the owner or reputed owner of such property.
CONTRACT
The parties hereto agree to.be bound by the terms and conditions as set forth in the Proposal and Contract above.
CONTECH SERVICES,INC.
(Purchaser) (Contractor)
By: By.
r
For: ,
For:
Date: Date: ��
P.O.Box 84886,Seattle,WA 98124 Tel(206)763-9877 Fax(206)763-9970
www.contechservices.com WA Contractor's Lic.#CONTESI073L4
W-ar* 3 4 5 6 7 8 g 10 11 12 13 14 4W ; 16
;404'-0• (FIELD VERIFY ALL STING DIMENSIONS);28'-0• ;28'-0• :28'-W ;28'-0• ;28'-0" ;28'-0" ;28'-0" ;28'-0" ;28'-0" ;28'-0' ;28'-0• ;28'-0• 2u-
MAIN AVENUE SOUTH
EXISTING LIGHT EXISTING EX.FIRE
STANDARD AND EXISTING EXIS NG LIGHT EXISTING LIGHT
POWER POLE EXISTING LIGH EXISTING HYDRANT EXISTING
VAULT POWER POLE STANDARD POWER pQ1,E STANDARD AND STANDARD AND POWER POLE
VAUIT VAULT
0 ° o O O O
PROPERTY LINE
EXISTING AUST
SHAFT T REMAIN
9 11
17 12
2 o J
t7 ❑ I
WORK IN LO PARKING
AREA NOT IN ONTFIA O \� H
13 1
O � w
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13 O o
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EXISTING LIGHT a EXISTING B ILDING F
N
STANDARD o 2 EX.+ •STEEL
O° 1 D n
O O ❑ 2 o F
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o
EXISTING FIRE o
HYDRANT
EXISTING PLANTERS E
TO REMAIN
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13
13 ❑ ❑ ❑ °
N �ypLL 2
E70SASSEMBLY SOG N D
�> EXIS
C,p POWER P NG LE o
EXISTING METAL
DECKING
C
11
REMOVE DAMAGED TILES o
AND WTI AS REQUIRED.
REPLACE W1TIH NEW TILE
n°
(MATCH EXISTING GLUE
TO METAL DECKING G WITH p�
ADHESIVE PER SPECIFICATIONS.
RE-GROUT AROUND NEW TILE
Gyp c
To
A
12
n
EXTERIOR TILE
PROPERTY LINE
REPLACEMENT '"_''-°' °' �'
IRK IN LOWER PARKII G
EA NOT IN CONTAAC
dl SHADED AREA INDICATES PLAZA
SITE PLAN NOTES KEY: TOPPIN SLAB REPAIR B OTHERS.
MISCELLANEOUS INFORMATION a SEE NOTE BELOW
1 EXISTING LAM TO REMAIN z
601 SOUTH MAIN PROPERTY ADDRESS:
RENTON,WA. 98055 g
O EXISTING I8"x 5•x 18•CONCRETE BASE FOR UGHT FIXTURE TO REMAIN. CITY OF RENTON o.
PROPERTY OWNER: 200 MILL AVENUE S. a
O EXISTING 4'x 3'x 4'FIBERGLASS PLANTER TO REMAIN,TYPICAL RENTON,WA. 98055
(8)LOCATIONS. (425)277-5525
OEXISTING 6•CURB TO REMAIN,TYPICAL CONTACT: JIM SHEPHERD
DIRECTOR OF FACILITIES PROPERTY LINE
(425)277-5525
OEXISTING LIGHT STANDARD AND BASE LIGHT REMAIN. SEE BUILDING DATA
ELECTRICAL DRAWINGS FOR WORK ON LIGHT FIXTURES )
OEXISTING 443•HIGH UGHIED BOLLARD TO REMAIN. SEE ELECTRICAL OCCUPANCY NGROUP. BBJA
DRAVANGS FOR WORK Oti LIGHT FIXTURES,TYPICAL(7)LOCATIONS UBC CONSTRUCTION TYPE: I-FR
O To SRTINNG 7�i�SSIBLE PARKING STALL SIGN BUILDING SQUARE FOOTAGE
FINISHED: 122,838 S.F.CROSS
GARAGE: 69,196(3)FLOORS
O EXISTING ACCESSIBLE RAMP TO REMAIN,TYPICAL SITE COVERAGE: 64757 S.F. LEGEND
OEXISTING CONCRETE WALKWAY TO REMAIN,TYPICAL AREA INDICATES PLAZA LEVEL TOPPING SLAB REPAIRS
N N EXISTI NG DECK DRAIN TO REMAIN. CONTRACTOR TO CLEAN OUT SITE PLAN NOT I CONTRACT.
10
DRAIN AND REMOVED ANY OBSTRUCTION IN DRAIN LINE,TYPICAL
<8> EXISTING PERIMETER WALL TO REMAIN(HEIGHT VARIES),
12 EXISTING PLANTER TO REMAIN,TYPICAL
13 REPLACE DAMAGED TILES AS REQUIRED. SEE DETAIL 1
CI C1
I
I
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 /7 18 19 20 �€ � ow
`mow J¢o
wN
INDICATED.AREA TO IM MODIFIED ;20'-0' ;28'-0' ;28'-0' ;28'-0' ;28'-0" ;28'-0' ;28'-0' ;28'-0' ;28'-0' ;28'-0' ;28'-0' ;28'-0' ;28'-0' :28'-0' ;20'-0' 20'-0' 20'-0` 20'-0" 20'-0' °�� i
mu z z°�o
ART OF STREET IMPROVEMENT
Y2w°
PROJECT WASHINGTON STATE. �o maw
WORK IN THIS AREA NOT IN CONTRACT. NzNZ�-
I 10 N I H I G HI W A Y
Calvin Jordan
_— + — � g�•� Associates,Inc.
S 01.2752 W 589.9 ' p _ J cvEi
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GARAGE EXHAUST OPENINGS WITH - ® F_ _ _ a _ ''' .,•. ^ G
8"C.M.U.. PREPARE AND CLEAN \\\ \ .••Y"''••'; CJA CHANGE 06-15-99 -
EXISTING OPENING LEDGE TO C °
ACCEPT MORTAR. WT BLOCKS I a o I Io I t o I I a \\ \�. :?`;'•I". I o
AS REWIRED TO FILL EXHAUST } �,� REFER�o �T INFlLL E70STINC
OPENING AS SHOVM AT(4) 3. 1 I A3.1 FOR ENLARGED EXI4A ST OPENIN
9 LOCATIONS AS SHORN. FOR 7p 4J`' PLAN IS AREA �-, SEE D AIL
CONNECTION INTO EXISTING WALL, S /.,� I \ I
SEE DETAIL Q - - - - H
EXISTING CONCRETE ,�
PARKING GARAGE � p = o - •^tf.t' n
10'-4' 30'_0•
ELEVATOR STAIRS
TOWER
OUTSIDE EDGE OF 9 \ 7 •�\ \\ \\\ \ \\ \ I o K
CONCRETE WALL FOR I u ®" \ \ \ \ \ I _
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•21,_6• NEW STAIRS I } \ \ \\ \\ \\ '� \ I
\ \ \ \ \
Y
TOP OF SLAB-
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................
I REFER TO SHEET A3.2 k �\ ::::•W: \ �\ \\.� \\ . ' I I
A3.4 PLAN THIS RGED , a� sO::: .ianw:s0:.. :::: _ \ \\ \ \\\ \\\\\\\ �v 8 12'13[ o
TOP OF SLAB-
JAIL LEVEL -I I ry o N KEY PLAN
L�9.04
:�c yEAIW1+36 CON \\\\\
9 RUM '0 SHEET
I 11 PROVIDE NEW 6'EXTRUDED ??�\ W OW 7 \\\\\ A ENLARGED c P
CONCRETE CURB AND GUTTER \ PLAZA \ -
+0'-0' I I ASSEMBLY. CURB AND GUTTF3t ?,9• \\\\\ P IS AREA r
I TO MATCH EXISTING. REPLACE 0
1801-10 SLAB ASPHALT ROAD SURFACE 24" \ o
p. CON ACTOR 0 RADY AY
AN
o \ e AC SS FRO G
BEYOND GUTTER. ASPHALT H>9 TO XISTING OWER LE n
t24'-p• SURFACE TO MATCH EXISTING. \ \ rn PAR ING EN Y 7HR
CON TRUCTTII AT TI ES NEW
: \\\\\ Y WH ACCE NEEDS 0 BE c
INFlLL EXHAUST SITE PLAN GLGEACTO O. DGTI°", r
OPENING = -0. N \ m TO WNERA CHEDU OF - S PARKING RAMP
ESTIMATED GTH OF CLOSURE I
72 HOURS IN ADVANCE SEE -
0 15 30 60 FEET \ INFO NATIONF SEE CE TE BELOW
T
0 2 4 8 i6 FEET o
ON ID DED GIVE
Ty c. ALT RNATE yT H 1055 SOUTH GRADY WAY
D RENTON, WASHINGTON
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SITE PLAN NOTES KEY: As
NOTES: ?S`,. '.�� LEGEND
O RELOCATED STREET LIGHT O 6 O 1. LOCATIONS OF EXISTING UNDERGROUND UTILITIES AND SEWAGE LINES I \Y
NEW CURB CUT,SEE DETAIL Ae Q MUST BE VERIFIED PRIOR TO CONSTRUCTION. CONTRACTOR SHALL 17
BE RESPONSIBLE FOR ALL DAMAGES TO EXISTING UNDERGROUND Y byre 1. NEW CONCRETE WALKWAY SEE DETAIL
OEXISTING STREET LIGHT O UTIDTY AND SEWAGE LINES. REFER TO SHEET A0.1 FOR TENTATIVE y
e NEW CONCRETE SIDEWALK,SEE pETAIL Q LOCATIONS OF EXISTING SITE CONDITIONS. SEE CIVIL PLANS FOR WORK 2 NEW CONCRETE SURFACE. NEW CONCRETE TO BE LEVEL
ON NEW AND EXISTING STORM SYSTEMS. \\ \\ SEE OETAI
WITH ADJACENT SURFACE 0
<J> EXISTING PARKING CARD READER UNIT 10 RELOCATED FIRE HYDRANT 2. REFER TO ENLARGED PLANS FOR DETAILS AND DIMENSIONS OF WORK SITE PLAN
INDICATED ON THIS SHEET. 3. NEW ASPHALT SURFACE NEW ASPHALT TO BE LEVEL ®SEE DETAIL
O +8-0"HIGH NEW CHAIN LINK FENCE WITH GATE 1i EXISTING DOOR AT LOWER LEVEL PARKING Q TH ADJACENT SURFACE
3. SEE LANDSCAPE PLAN FOR LOCATION OF NEW TREES 4. 1[T 1 SLOPED SURFACE COVER WITH TOPSOIL
NEW CONCRETE SIDEWALK. CONTROL JOINTS NOT AND DSCAPING. SEE LANDSCAPE PLANS
O TOE OF 1-3/4 TO 1 SLOPE 1Q SHOWN FOR CLARITY. PROVIDE CONTROL JOIN 4. REFER TO ELECTRICAL PLANS FOR LOCATIONS OF NEW LIGHT POLES
IN SIDEWALK AT 5'o.e. SEE DETAIL 1�✓ 5. REFER TO CIVIL DRAWINGS FOR ALL FINISHED GRADES BID DEDUCTIVE ALTERNATE #1 NOTE:
S. LANDSCAPED AREA-SEE LANDSCAPE PLANS
O EXISTING CONCRETE SURFACE Al A2 SCOPE OF BID DEDUCTIVE ALTERNATE/1 IS AS FOLLOWS: em oYa!-eo SHEET
6. DIMENSIONS SHOWN BETWEEN EXISTING SURFACES ARE DESIGNATED WITH 7 E.IMINATE ALL REQ111REYENIS FOG VDaLULAR ACCESS BY TENANTS lb g,NEW CONCRETE CURB AND GUTTER. NEW ems•'•-"�
' t3 NEW C.M.U.TRASH ENCLOSURE t". ACTUAL DIMENSIONS MAY VARY ACCORDING TO EXISTING CONDITIONS Ef1STIN0 LOWOT LEVFl PRIM G CARAOE. mn so
O 6' CONCRETE CURB. SEE DETAIL DIMENSIONS SHOWN WITH'f`PROVIDED FOR INFORMATIONAL PURPOSES ONLY. ASPHALT ROAD SURFACE 24'BEYOND GUTTER.
I4 NEW VEHICLE HEIGHT RESTRICTION BAR
7. REFER TO CIVIL DRAWINGS FOR LOCATIONS OF NEW AND MODIFIED CATCH BASINS NOIF• �0�7�MORSHADDITIONNAL I1INFORMAnaE INCLUDED IN BASE BID. CB VOP®�,eq
7. EXISTING CATCH BASIN,UNLESS NOTED OTHERWISE ❑
t6 NEW+42'GUARDRAIL � rJA x
REFER TO IRRIGATION PLANS FOR LOCATIONS OF NEW 4'PVC SLEEVES. e. EXISTING FIRE HYDRANT,UNLESS NOTED OTHERWISE b'�
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