HomeMy WebLinkAboutCHESTER AVE., 1625
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.,Sle; --::C;':L' "j:jiTR(NG INSPECTIONS tHE HUll~mNGPE~MIT &A'PPROVEDt>LANSSHAL'L B'EON'$ITE,;:',: '
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Erosion Control In Place !
1st Foundation F'ooting (Check Setbacks) \
FOUNDATION Foundation Walls "'-..,
DO NOT POUR Plumbing Ground W'ork
CONCRETE Mechanical Ground ~'Vork
PRIOR TO APPROY AL Under Floor Framing
- Footinl( Insulation ,
,-
2nd PLUMBING Rough In
E'(haust Fans/Duct
MECHANICAL Heating, Duct, Vent
GAS PIPE Support / Test / Meter set
Fire SprinJ"erLine
rd Shear & Hold Dmlln Connections
3 FRAMING L&I Electrical Approved
(IF ~ST &, 2ND ARE APPROVED) Roo.flCrawl/Ventilatiol1
Framing
INSULATJO~ _
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5 SHEETROCK (Fire Sprinkler must be approved prior to sheetrock)
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6 FINAL
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Dept. ()(Labor & Indus!l)'
5-4000
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, $37-5285
473-5394
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FINALB llILDI NG All olThe uhm" IIlIIST he approved
".()C;'lIljpm:v al'proiialfi))' SFR oll/)' - Commercials/mclllres re'Jllirc a scparaTe Calif/ewe or
OccujJcil1(;j.',
473-5870
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DO NOT OCCUpy BUlLDrNG WITHOUT BUILDING DEPARTMENT APPROVAL
PROTECT THIS CARD FROM THE WEATHER
R~v. .August :2007
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CITY OF BREMERTON
DEPARTMENT OF COMMUNITY DEVELOPMENT
PERMIT NUMBER: BB07 00405
DATE ISSUED: 10/16/2007
345 - 6th Street, Bremerton, WA 98337
(360) 473-5275 Fax: (360) 473-5278
ASSESSOR NUMBER:
APPLICANT NAME:
OWNER NAME:
CONTRACTOR:
LENDER NAME:
3804-006-001-0909
OLYMPIC COLLEGE DEAN OF BSN
OLYMPIC COLLEGE DEAN OF BSNE
TOBESELECTED
ZONING:
PHONE:
PHONE:
PHONE:
PHONE:
INST
(360) 475-7835
(360) 475-7835
SITE ADDRESS: 1625 CHESTER AVE
ADDRESS:
ADDRESS:
ADDRESS:
ADDRESS:
SUBMITTED:
06/01/2007
EXPIRATION: 04/13/2008
STATUS: ISSUED
VALUATION:
Demolition Fee
State Surcharge
$780.00 2218
$4.50 0236
$784.50
DEMO THE MATH AND SCIENCE BUILDING 26,000 SQ FEET.
Building Code Edition:
Occupancy Group:
Type of Construction:
Flood Zone:
Setbacks:
Sanitation Method:
Number of Bedrooms:
TOTAL FEES:
Inspection Requests
DCD: BUilding Inspections
L&I: Department of Labor and Industries
Fire Inspections
HID: Bremerton, Kltsap County Health District
PW: Department of Public Works
(360) 473-5870
(360) 415-4000
(360) 473-5380
(360) 337-5285
(360) 473-5270
This permit shall become null and void if the described and authorized by this permit has not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned
at any time after the work is commenced for a period of180 days. It is the responsibility of the permit holderto see that the required inspections are made. Failure to obtain required
inspections may result in stoppage of the work until such time that the permit holder can susbstantiate to the City of Bremerton that the concealed work meets or exceeds code
requirements. Any demolition, testing, or financial burden shall be borne directly by the permit holder. Failure to substantiate code requirements will indemnify the City against any and all
responsibility or liability connected with the construction. I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of laws and
ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel provisions of
any State or local law regulating construction or the performance of the construction. If listing the owner as general contractor, I certify that I am exempt from the requirements of the State
Contractor's Registration Law under Section 3, Chapter 126, Laws of 1967. All revisions to an approved plan require DCD review and approval prior to performing work. All building and tenant
occupancy permits are required to pass final inspection prior to permit expiration and obtain a certificate of occupancy prior to use or occupancy.
I have read, and agree to abide
DATE:
of this permit including all conditions of zoning, building codes, and State and Federal laws.
SIGNATURE OF OWNER OR
AGENT:
JO II).:> /0'7
~~
PRINTED NAME:
CONDITIONS
City of Bremerton's approval of this application pertains only to the City's regulatory jurisdiction, and thus compliance with City
regulations does not necessarily ensure compliance with federal or state laws.
10. (DCD-01)
DCD: Prior to performing any renovation or demolition work, Puget Sound Clean Air Agency
(Clean Air Agency) and Washington Department of Labor and Industries (L&I) regulations
require an asbestos survey be performed to determine whether there are asbestos-
containing materials in the work area or structure. The asbestos survey must be
conducted by and EPA-certified (AHERA) building inspector (except renovation or owner-
occupied single family residences).DCD: For more information, please contact Clean Air
Agency through their web site at www.cleanair.org or by phone at 800-552-3565 or 206-
689-4058. The L&I web site can be found at www.lnLwa.gov/p-ts/asbestos/asbestos.htm.
DCD: Validity of permit. The issuance or granting of a permit shall not be construed to be a
permit for, or an approval of, any violation of any of the provisions of the Washington State
Building code or of any other ordinance of the City of Bremerton. Permits presuming to give
authority to violate or cancel the provisions of the Washington State Building code or other
ordinances of the City of Bremerton shall not be valid. The issuance of a permit based on
construction documents and other data shall not prevent the building official from requiring
10. (DCD-02)
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Page 1 of 2
CITY OF BREMERTON
DEPARTMENT OF COMMUNITY DEVELOPMENT
PERMIT NUMBER: BB07 00405
DATE ISSUED: 10/16/2007
345 - 6th Street, Bremerton, WA 98337
(360) 473-5275 Fax: (360) 473-5278
ASSESSOR NUMBER: 3804-006-001-0909
APPLICANT NAME: OLYMPIC COLLEGE DEAN OF BSN
OWNER NAME: OLYMPIC COLLEGE DEAN OF BSNE
CONTRACTOR: TOBESELECTED
LENDER NAME:
SITE ADDRESS: 1625 CHESTER AVE
ADDRESS:
ADDRESS:
ADDRESS:
ADDRESS:
ZONING: INST
PHONE: (360) 475-7835
PHONE: (360) 475-7835
PHONE:
PHONE:
SUBMITTED:
06/01/2007
APPROVED: 10/12/2007
EXPIRATION: 04/13/2008
STATUS: ISSUED
11. (OTHER)
the correction of errors in the construction documents and other data. The building official
is also authorized to prevent occupancy or use of a structure where in violation of the
Washington State Building code or of any other ordinances of the City of Bremerton.
Development must comply with the master site plan for the college, file number BP05
00116.
FI RE: Fire Protection systems shall comply with:
International Fire Code-IFC
International Building Code-IBC
National Fire Protection Assoc.-NFPA
Bremerton Municipal Code-BMC
22. (FIRE-01)
Fire: Copies of fire ordinances and Bremerton Municipal Codes are available at the City's
website, www.cLbremerton.wa.us. To reach Scott Rappleye, call 360-473-5384 or e-mail at
Scott. Rappleye@ci.bremerton.wa.us.
To reach Mike Six, call 473-5284 or MichaeI.Six@ci.bremerton.wa.us
To reach Joel Wulf, call 473-5385 or JoeI.Wulf@ci.bremerton.wa.us
FIRE: Provide Address Number which contrast the background. Contact Fire Marshals
office for details.
33. (OTHER)
FIRE: Maintain someone with a phone on site to call 911 in emergencies. This permit for
demo only, more comments to follow with building permit.
Cap sewer lines as follows with a sewer cap permit:
A.C.: Use end cap coupling. ex: Romace EC501.
Cast/D.I.: Use MJ cap or plug.
Concrete: Fill end 12-inches with cement mixture.
Plastic: Use cap or plug fitting for plastic pipe.
40. (SEWER-05)
41. (WATER-01)
42. (UTILlTY-01)
Fire Hydrants need to be outside fencing.
Locate all buried utilities prior to digging. The property owner shall bear all costs for
damage, repairs or necessary relocation of underground utilities due to his activities.
Cap all storm lines that will be abandoned.
DCD: Approved Plans, Engineering, Site Plan, Permit, and Conditions, Shall remain on
site and be available for inspection.
MINIMUM INSPECTIONS REQUIRED
To request an inspection, please call (360) 473-5870 and be sure to provide your permit number, name on permit, site address, contact
phone number, and inspection type.
43. (UTILlTY-05)
50. (DCD-14)
Final Inspection - Building
Erosion Control
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Page 2 of 2
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. jUN 0-1 _200p . MITCENTER
BREMERTON-DEPT OF - .
OMMUNITY DEVE .
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I DeDt>?fComlhuiiitv De~'~lol)Inent * 345.i.6thStreet, Suite6M *HremertoIl"W A" 98H37-1873
I' ....,. .' J360)'473~5275 ~~Fax (a60),47p~5278, .' . ". " .'
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Site Address:
1'625C.h~ster Avenue
Att C h G
. -.' .., '. ri: ,at lryn .. atledge
CqNrRACTd~: TBD . OWNE~: Oly.tnpi9 College
Address: ' . Addr~~s: '1600Ch~sterAvenue
City, St~te;,Zip: ..' Citv,S~~te; Zip: '. Bremertor1,WA 98337
License.tf & Exp. Qate: . ' ..
Ph'one #: 360,475-7814.
I . . A!lthoflzect Agent Nam~:
COJ;'ltact Name: Rice Fergus Miller
CoktactPhone #: ( ) Address: 262Fourth Street
Tax IDIP~rceli#: G804~OO6-001-0909. City, st!,lte, Zip: BrerY;1erton, WA 98337
Sta'te Project Number; 2005~ 187' :Phone #..: .360-3,77 -E 87-73. Attn.: Hon Easterdav
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. .
What is the application for?, (Please check.di1e)
... . " #
D NEW SINGLE~FAMJLY RESIDENCE
DNEVvDWPLEX
o NEW MANUFACTURED HOME
o RESIDENTIAL R!:,MODEL .
o RESIDENTIAL ,A.DDITION
o 'RESIDENTIAL REPAIR
o NEW COMMERCIAL
o COMMERCIAL REMODEL
o COMMERCIAL AD81TION
O,C0MMERCIAL REPAIR
.0 N.f,:vvMUL TI"FAMILY'
:O:TENANT IMPROVEMENT'
D:NEW GARAGE/CARPORT
CJ NEW ACCESSORY BUILDING
[] N!=W SIGN.
IKJ STRUCTURE DEMOLITION
o GRADING(Cubic Yards:
o OTHER:
IS THISPROPIERTYWITHIN 200 FE~T OF A SHORELINE?
YESD
NO [K] . J A
UYI/i.lf -
. ~~fa().
Scope of work proposed:
Building and Site demolotipl1, utility demoltion/capping
Square Foota,ge: Dwelling: N/A
Commerical'demolotion; '.26; 0000 SF+/-
Garage: N/A
, .... , "
Va.l.ua~ion Plan R,eviewF,ee ' . Perl))it'<Fe'~ , ~urcharge Total Fees.
. '/'" 5:5:
c?f "7 S .~ ~: .'7 gy .SCJ
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Application for which no:p~rh1it;is issued within 180 days following thedateof"application shall expire by limitation, and plans and other data
submitted for review may thereafter be returned to the applicant ordestroyed by the building official. The building official may extend the time
for action by the applicant for a .period not exceeding 180 days on request by the applicant, showing. the circumstances beyond the control of the
applicant have prevented action from being taken" No applicant shall be extended more than once. In order to renew action on an application
. a~er expiration, the'applicant shall resubmit plans and pay a new plan review fee,
~~
' .
APPlicants Signa; ra . .
{o/I/ () 9-
Date .
~.
4..::
'1:;ITY OF BREMERTON
DEPARTMENT OF COMMUNITY DEVELOPMENT
Receipt Number: _~9!f::'OO!ro:T
345 - 6th Street, Suite 600, Bremerton, WA 98337-1873
(360) 473-5275 Fax: (360) 473-5278
8807 00405
8807 00405
3804-006-001-0909 Demolition Fee
3804-006-001-0909 State Surcharge
1/2218
1/0236
$780.00
$4.50
Total:
$780.00
$4.50
$784.50
$0.00
$0.00
Total
$ 784.50
$784.50
CHECK
820
genpmtrreceipts
Page 1 of 1
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OLYMPIC COLLEGE
Math-Sciences Building Demolition
Project no. 2003-143
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Specifications
100% Construction Documents
Demolition Package - Permit Set
[jJ@@@ow~@
.IIIN 0 1 2007
BREMEFHOf\:_Dt:P'( OF
COMMUNITY DEVELOPMENT
May 18, 2007
Volume 1 of 1
Yost Grube
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85900 - OLYMPIC COLLEGE MATH-SCIENCE BUIlDING
DEMOLITION PACKAGE
<92007 Yost Grube Hall Architecture
VOLUME 1 OF 1
VaLl
STOC
Specification Cover - Volume 1 of 1
Specification Table of Contents
The following are included under a separate
cover:
Geotechnical Report
Limited Hazardous Materials Survey Report -
Summary of Findings
State Boilerplate
Of the following, those in italics are not included
in this Package:
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
Instructions to Bidders
Advertisement for Bids
Payment and Performance Bond
Certificate of Insurance
Bid Proposal
General Conditions
Supplemental Conditions
Responsibility Criteria
Public Works Prevailing Wage Rates
Mandatory Forms
The following are not included in this Package:
COP/CO
FA
COP/FA
Change Order Proposal/
Change Order
Field Authorization
Change Order Proposal/
Field Authorization Log
Division 1 - General Requirements
01010
01020
01030
01035
01035a
01040
01050
01060
01090
01100
Summary of Work
Unit Prices
Alternates
Change Order Procedure
Request for Interpretation Form
Coordination
Field Engineering
Regulatory Requirements
Reference Standards
Special Provisions
Demo Package - Permit Set
01152
01200
01200a
01300
o 1300a
01310
01352
01400
01500
01570
01600
01700
STOC - SPECIFICATION TABLE OF CONTENTS
Application for Payment
Project Meetings
Preconstruction Conference Checklist
Submittals
Submittal Transmittal Form
Project Schedule
LEED Requirements
Quality Control
Construction Facilities and Temporary
Controls
Construction Waste Management
Material and Equipment
Project Closeout
Division 2 - Sitework
02084
04200
02225
02300
Underground Storage Tanks
Site Preparation
Demolition
Earthwork
Division 3 - Concrete
- None -
Division 4 - Masonry
- None -
Division 5 - Metals
-: None -
Division 6 - Wood and Plastics
- None -
Division 7 - Thermal and Moisture Protection
- None -
Division 8 - Doors and Windows
- None -
Division 9 - Finishes
- None -
STOC - 1
05/18/07
WAE&AS Project No. 2003-143
85900 - OLYMPIC COLLEGE MATH-SCIENCE BUILDING
DEMOLITION PACKAGE
@2007 Yost Grube Hall Architecture
STOC - SPECIFICATION TABLE OF CONTENTS
Division 10 - Specialties
- None -
Division 11 - Equipment
- None -
Division 12 - Furnishings
- None -
Division 13 - Special Construction
- None -
Division 14 - Conveying Systems
- None -
Division 15 - Mechanical
- None -
Division 16 - Electrical
16050
Basic Electrical Materials and
Methods
END OF SPECIFICATION
TABLE OF CONTENTS
Demo Package - Permit Set
STOC - 2
05/18/07
WA E&AS Project No. 2003-143
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INSTRUCTIONS TO BIDDERS
FOR WASHINGTON STATE FACILITIES CONSTRUCTION
PART 0 - GENERAL CONDITIONS
0.01 EXPLANATION TO PROSPECTNE BIDDERS
A. Any prospective bidder desiring an explanation or interpretation of the
solicitation, drawings, specifications, etc., must submit a request in writing to the
Architect/Engineer (AlE) 7 calendar days before the bid due date. Oral
explanations or instructions given before the award of a contract will not be
binding. Any information given a prospective bidder concerning a solicitation
will be furnished promptly to all other prospective bidders by addendum to the
solicitation, if that information is necessary in submitting bids or if the lack of it
would be prejudicial to other prospective bidders.
B. In accordance with the legislative findings and policies set forth in Chapter 39.19
RCW the State of Washington encourages participation in all of its contracts by
MWBE firms certified by the Office of Minority and Women's Business
Enterprises (OMWBE). Participation may be either on a direct basis in response
to this invitation or as a subcontractor to a bidder. However, unless required by
federal statutes, regulations, grants, or contract terms referenced in the contract
documents, no preference will be included in the evaluation of bids, no minimum
level of MWBE participation shall be required as a condition for receiving an
award, and bids will not be rejected or considered non-responsive on that basis.
Any affirmative action requirements set forth in federal regulations or statutes
included or referenced in the contract documents will apply.
C. In accordance with Executive Order 00-01 the State of Washington may require
Apprenticeship Participation for projects of a certain cost. On applicable
projects the bid advertisement and Bid Proposal form shall establish a minimum
required percentage of apprentice labor hours compared to the total labor hours.
Voluntary workforce diversity goals have been established for the apprentice
hours. These goals are that one-fifth (115) of the apprentice hours be performed by
minorities, and one-sixth (116) of the apprentice hours be performed by women.
Bidders may contact the Department of Labor and Industries, Specialty
Compliance Services Division, Apprenticeship Section, P.O. Box 44530, Olympia,
W A 98504-4530, by phone (360) 902-5320, and e-mail at thum235@lni.wa.gov,
to obtain information on available apprenticeship programs.
Instructions to Bidders
Page 1 - M~ch.l2'O, 2003
0.02
PREPARATION OF BIDS - CONSTRUCTION
A. Bids must be: (1) submitted on the bid proposal forms, or copies of forms, furnished
by the OWner or the Owner's agent, and (2) signed in ink. the person signing a bid
must initial each ~hange appearing on any bid form. ,If the bid is made by a
corporation, it shall be signed by the corporation's authorized designee. The address
of the bidder shall be typed or printed on the bid form in the space provided.
B. The bid form may require bidders to submit bid prices for one or more items on
various bases, including: (1) lump sum base bid; (2) lump sum bid alternate
prices; (3) unit prices; or (4) any combination of items (1) through (3) above.
C. If the solicitation includes alternate bid items, failure to bid on the alternates may
disqualify the bid. Ifbidding on all items is not required, bidders should insert the
words "no bid" in the space provided for any item on which no price is submitted.
D. Substitute bid proposals will not be considered unless this solicitation authorizes
their submission.
0.03
BID GUARANTEE
A. When the sum ofthe base bid plus all additive bid alternates is $35,000.00 or less,
bid security is not required.
When the sum of the base bid plus all additive alternates is greater than
$35,000.00, a bid guarantee in the amount of 5% of the base bid amount is
required. Failure of the bidder to provide bid guarantee when required shall
render the bid non-responsive.
B. Acceptable forms of bid guarantee are: A bid bond or postal money order, or
certified check or cashier's check made payable to the Washington State
Treasurer.
The Owner will return bid guarantees (other than bid bond) to unsuccessful
bidders as soon as practicable, but not sooner than the execution of a contract with
the successful bidder. The successful bidder's bid guarantee will be returned to
the successful bidder with its official notice to proceed with the work of the
contract.
C. The bidder will allow 60 days from bid opening date for acceptance of its bid by
the Owner.
The bidder will return to the Owner a signed contract, insurance certificate and
bond or bond waiver within 15, days after receipt of the contract. If the apparent
successful bidder fails to sign all contractual documents or provide the bond and
insurance as required or return the documents within 15 days after receipt of the
contract, the Owner may terminate the award of the contract.
Instructions to Bidders
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0.04
0.05
0.06
D. In the event a bidder discovers an error in its bid following the bid opening, the
bidder may request to withdraw its bid under the following conditions:
1. Written notification is received by the Owner within 24 hours folloWing
bid opening.
2. The bidder provides written documentation of the claimed error to the
.satisfaction of the Owner within 72 hours following the bid opening.
The Owner will approve or disapprove the request for withdrawal of the bid in
writing. If the bidder's request for withdrawal of its bid is approved, the bidder
will be released from further obligation to the Owner without penalty. If it is
disapproved, the Owner may retain the bidder's bid guarantee.
ADDITIVE OR DEDUCTIVE BID ITEMS
The low. bidder, for purposes of award, shall be the responsive bidder offering the low
aggregate amount for the base bid item, plus additive or deductive bid alternates selected
by the Owner, and within funds available for the project.
The bidder agrees to hold all bid alternate prices for sixty (60) days from date of bid
openmg.
ACKNOWLEDGEMENT OF ADDENDA
. ~:
"
Bidders shall acknowledge receipt of all addenda to this solicitation by identifying the
addenda numbers in the space provided for this purpose on the bid proposal form.
Failure to do so may result in the bid being declared non-responsive.
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SITE INVESTIGATION AND CONDITIONS AFFECTING THE WORK
The bidder acknowledges that it has taken steps necessary to ascertain the nature and
location of the work, and that it has ipvestigated and satisfied itself as to the general and
local conditions which can affect the work or its cost, including but not limited to (1)
conditions bearing upon transportation, disposal, handling, and storage of materials; (2)
the availability of labor, water, electric power, and road; (3) uncertainties of weather,
river stages, ,tides, or similar physical conditions at the site; (4) the conformation and
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conditions of the ground; and (5) the character of equipment and facilities needed
preliminary to and during the work. The bidder also acknowledges that it has satisfied
itself as to character, quality, and quantity of surface and subsurface materials or
obstacles to be encountered insofar as this information is reasonably ascertainable from
an inspection of the site, including exploratory work done by the Owner, as well as from
the drawings and specifications made a part of this contract. Any failure of the bidder to
take the actions described and acknowledged in this pw:agraph will not relieve the bidder
from responsibility for estimating properly the difficulty and cost of successfully
performing the work.
Instructions to Bidders
Page 3 - Marcl1;20; 2003
1. ' Pursuant to RCW 39.30.060, if the base bid and the sum of the additive
alternates is one million dollars or more, the Bidder shall provide names of
the Subcontractors with whom the Bidder will subcontract for
performance of. heating, ventilation and air conditioning (HV AC),
plumbing, aud electrical.
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0.07
BID AMOUNTS,
A. The bid prices shown for, each item on the bid proposal shall include all labor,
material, equipment, overhead and compensation to complete all of the work for
that item.
B. The actual cost of building permit (only) '!lld the public utility hookup fees will be
a direct reimbursement to the Contractor or paid directly to the permitting agency
by the Owner. Fees for these permits should not be included by the Bidder in the
bid amount.
C. The Bidder agrees to hold the base bid prices for 'sixty (60) days from date of bid
opemng.
0.08
TAXES
The bid amounts shall not inclu,de Washington ,State Sales Tax (WSST). All other taxes
imposed by.law.shall be included in the bid amount. The Owner will include WSST in
progress payments. The Contractor shall pay the WSST to the Department of Revenue
and shall furnish proof of payment to the Owner if requested.
[NOTE: Contractor must bond for contract amount plus the WSST.]
0.09
SUBMISSION OF BIDS
A. Bid Proposals must be submitted on or before the time specified m the
Advertisement for Bids.
B. If the base bid and the sum of the additive alternates is one million dollars or
more, the Bid Proposal shall comply with the following requirements:
2.. The Bidder can name itself for the performance of the work.
3. The Bidder shall not list more than one Subcontractor for each category of
work identified UNLESS Subcontractors vary with bid alternates, in
which case the Bidder must indicate which Subcontractor will be used for
which alternate.
4. Failure of the Bidder to submit as part of the bid the NAMES of such
Subcontractors or to name itself to perform such work shilll render the
Bidder's bid nonresponsive and, therefore, void.
Instructions to Bidders
Page 4 - MarcW:?O;,i2QP3
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0.10
0.11
C. The Bid Proposal shall be submitted in a sealed envelope addressed to the office
specified in the Advertisement for Bids. The envelope shall have printed on the
outside:
1. The project number and description.
2. The name and address ofthe bidder.
3. Identification as Bid Proposal.
D. Prior to the bid opening, the Owner's represenfative will designate the official bid
clock. Any part of the bid proposal or bid modification not received prior to the
times, specified, per the designated bid clock, will not be considered and the bid
will be returned to the bidder unopened.
E. A bid may be withdrawn in person "by a bidder's authorized representative before
the opening of the bids. Bidder(s) representative will be required to show ID and
sign on bid summary sheet before it will be released.
F. People with disabilities who wish to request special accommodation, (e.g., sign
language interpreters, Braille, etc.) need to contact the Owner ten (10) working
days prior to the scheduled bid opening.
BID RESULTS
After the Bid Opening, Bidders may obtain bid results from the office of E&AS by calling
(360)902-7272 or by logging on toE&AS' web site: http://www.ga.wa.gov/eas/easvend.htm.
Bid results may also be obtained from the AlE.
LOW RESPONSIBLE BIDDER
If applicable, it is the intent of the Owner to award a contract to the low responsible
bidder. In determining the bidder's responsibility, the Owner shall consider an overall
accounting of the attached "DIVISION 00 RESPONSIBILITY CRITERIA".
Upon Owner's request, the apparent low bidder must supply the requested information
within two (2) business days of request by Owner. Withholding information or failure to
submit all the information requested within the time, provided shall render the bid non-
responSIve.
If the Owner determines that the apparent low bidder is not responsible, the Owner will
notify the bidder of its preliminary determination in writing. Within three (3) days after
receipt of the preliminary determination, the bidder may withdraw its bid or request a
hearing. The Owner will schedule a hearing within three (3) working days of receipt of
the bidder's request. The hearing members will include the Client Agency
Representative, EAS Assistant Director, Deputy Assistant Director, and Project Manager.
The Owner will issue a Final Determination after reviewing information pre~ented at the
hearing. The Owner's Final Determination is specific to this project, and will have no
effect on other or future projects.
Instructions to Bidders
Page 5 - ~arcli20~'ZQ,03
Instructions to Bidders
Page 6 - March 20; 2'003
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0.12 CONTRACT AWARD
A. The Owner will evaluate bids responsiveness and responsibility.
1. A bid will be considered responsive if it meets the following requirements:
a) It is received at the proper time and place.
b) It meets the stated requirements of the bid proposal.
c) It is submitted by a licensed/registered contractor within the State of
Washington at the time of bid opening and is not banned from bidding by
the Department of Labor and Industries.
d) It is accompanied by a bid guarantee, if required.
2. A bid will be considered responsible if it meets the following requirements:
a) It meets an overall accounting of the responsibility criteria established for
the project.
B. The Owner reserves the right to accept or reject any or all bid proposals and to
waive informalities.
C. The Owner may negotiate bid price adjustments with the low responsive bidder,
including changes in the contract documents, to bring the bid within the available
funding per RCW 39.04.015.
D. The apparent low bidder, for purpose of award, shall be the responsive bidder
offering the low aggregate amount for the base bid plus selected additive or
deductive bid alternates and meeting all other bid submittal requirements.
E. The Contract will only become effective when signed by the Owner. Prior to the
Owner's signature, any and all costs incurred shall be the sole responsibility of the
bidder.
0.13 DOCUMENTS (ATTACHED)
A. Advertisement for Bids
B. Responsibility Criteria (if applicable)
C. Bid Proposal
D. Washington State Prevailing Wage Rates
E. Certificate of Insurance form
Note: AlA Payment Bond and Performance Bond forms (A312) are required. These
forms will not be provided by the Owner.
Instructions To Bidders/GENCOND/WORDHOLD
I Form
S.F. 352
(06-03)
State of Washington
PAYMENT AND PERFORMANCE BOND
I Date Bond Executed
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See Instructions to Bidders
NOTE: Type or Print in Ink
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I We, the Principal and Surety(ies), in accordance with the Revised Code of Washington, are firmly bound and obligated to the State of
Washington in the above sum amount on conditions set forth below, for the payment of which we bind ourselves, our heirs, executors,
I administrators, and successors, jointly and severally. .
Principal (Legal Name and Business Address) Type of Organization (Check One)
0 Individual 0 Partnership
0 Joint Venture 0 Corporation
Surety(ies) (Name(s) an~ Business Address(es)) Contract Date Contract Number
Sum Amount of bond (Including State Sales Tax)
Dollars
($ )
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THE CONDITION OF THIS OBLIGATION IS SUCH, that the Principal entered into the contract identified above.
I. THE ABOVE OBLIGATION shall be void and of no effect if the Principal performs and :fulfills all the provisions of such contract and
any extensions or modifications thereof that may be made by the State of Washington, and faithfully pays all laborers, mechanics and
subcontractors and material men, and all persons who shall supply such person or persons, or subcontractors, with materials and supplies
I' for the carrying on of such work and shall indemnify the State of Washington against any loss or damage directly due to the failure of the
Principal to. faithfully perform the contract identified above.
IN WITNESS WHEREOF, the Principal and Surety(ies) have executed this payment and performance bond and have affixed their
signatures and seals on the date set forth above. .
Signature
L.S.
(Corporate Seal)
I 1. Name and Title (Attorney in Fact) Phone No. Signature
t/.l
I 2. Name and Title (Resident Agent Phone No. Signature
I Name and Address Liability Limit
..~
~ 1. Name and Title (Attorney in Fad:) Phone No. Signature
Ul
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2. Name and Title (Resident Agent Phone No. Signature
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L.S.
(Corporate Seal)
L.S.
(Corporate Seal)
100003.0 Payment and Perfol1I1allce Bond_ CD.doc
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Form
S.P. 500 A
(7/2/92)
State of Washington
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY.
THIS CERJ1FICA TE DOES NOT AMEND, EXTEND OR ALTER THE
COVERAGE AFFORDED BY THE POLICIES BEWW.
CERTIFICATE OF INSURANCE
INSURED (Legal name and business address)
CERTIFICATE HOLDER:
STATE OF WASHINGTON
CONTRACT NUMBER
DEPT. OF GENERAL ADMINISTRATION
DIVISION OF E&A SERVICES
206 GENERAL ADMINISTRATION BUR.DING
OLYMPIA, WASHINGTON 98504-IOI2
PROJECT DESCRIPTION / WCATIONS / VEHICLES / RESTRICTIONS / SPECIAL ITEMS:
DATE ISSUED:
This is to c
GENERAL LIABILITY
Commercial General Liability
Claims Made D Occurrence
Owner's & Contractors P-,:otection
Deductible $
AUTOMOBILE LIABILITY
Any Auto
All Owned Autos
Scheduled Autos
Hired Autos
Non-Owned Autos
Garage Liability
Deductible $
EXCESS LIABILITY
CSL $
Bodily lnjury
(per person) $
Bodily lnjury
(per accident) $
Property
Damage $
Each Occurrence
Other Than Umbrella Form
$
STATUTORY
$
$
$
WORKERS COMPENSATION
AND
EMPLOYER'S LIABILITY
OTHER
ADDITIONAL PROVISIONS
Tbe State of Washington is included as additional insured as related to the above mentioned project.
Should any ofthe above described policies be cancelled before the expiration date thereof, the issuing Company must deliver or mail not less than a 45 days written notice
to the above Certificate Holder, per RCW 48.18.290
COMPANIES AFFORDING COVERAGE ISSUING COMPANY, AGENT OR REPRESENTATIVE
Attach a separate sheet to this certificate giving
all the company names and their percentage of coverage, if
clarification is needed,
A
NAME:
ADDRESS:
B
C
Authorized Signature
Title
Signature Date
Signee Name
Telephone No.
D
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Project Name: Olympic College - Demolition Package
Name of Firm:
Project No.: 2003-143
STATE OF WASIDNGTON
DEPARTMENT OF GENERAL ADMINISTRATION
DIVISION OF ENGINEERING & ARCIDTECTURAL SERVICES
206 GENERAL ADMINISTRATION BIDLDING
OLYMPIA, WASIllNGTON, 98504
,rt,j;8')':'[:':,:.D....t~7p:...: R..... ':0': p' 'O.')""'::Sw:::;o~~i:f;~'\;i;
,.1"""'J, ' .;.. " , "WH', ~_,.. ...., . .", ,,< , .
u, .." . m.. ...' . .q .~ , .
":1; ., . '''-.- ," .' ~i;~:,: ,":., ,. J ,'~, - " " ','y'
In compliance with the contract documents, the following bid proposal is submitted:
1) BASE BID (Including Trench Excavation Safety Provisions)
$
(please print dollar amount in space above)
(do not include Washington State Sales Tax)
TRENCH EXCAVATION SAFETY PROVISIONS I $
(Included also in Base Bid)
If the bid amount contains any work which requires trenching exceeding a depth of four feet, all costs for trench safety shali be
included in the Base Bid and indicated above for adequate trench safety systems in compliance with Chapter 39.04 RCW. 49.17 RCW
and WAC 296-155-650. Bid~er must include a lump sum dollar amount in blank above (even if the value is $0.00) to be responsive.
2) BID ALTERNATES (SpecifY whether additive or deductive)"
(1)
$
(2)
$
Do not include Washington State Sales Tax in alternate amounts.
The Owner reserves the right to accept or reject any or all bid prices within sixty (60}days of the bid
date.
Time for Completion
The undersigned hereby agrees to complete all the work under the Base Bid (and accepted alternates)
within 425 calendar days after the date of Notice to Proceed. .
UNIT PRICES (Where applicable) (Do not include Washington State Sales Tax)
Unit
Item No. Description
Estimated
Quantities
Additive
Unit Price
$
$
Deductive
Unit Price
Per
Measurement
Page 1 of5
03/2012003
Project Name:
Name of Firm:
Olympic College - Demolition Package
Project No.: 2003-143
The above unit prices shall be for any additive and deductive work within 15% of the above estimated
quantities. The unit price shall include full compensation for the cost of labor, materials, equipment, overhead,
profit and any additional costs associated with the unit bid.
The Owner reserves the right to accept or reject any or all unit prices within sixty (60) days of the bid date.
Subcontractor Listine: - RCW 39.30.060
If the base bid and the sum of the additive alternates is one million dollars or more the bidder shall provide
names. of the subcontractors with whom the bidder will directly subcontract for performance of the following
work. If the bidder intends to perform the work, the bidder must enter its name for that category of work.
The bidder shall not list more than one subcontractor for each category of work identified UNLESS
subcontractors vary with bid alternates, in which case the bidder must indicate which subcontractor
will be used for which alternate.
Failure of the bidder to submit the NAMES of sUlch subcontractors or to name itself to perform such
work shan render the bidder's bid nonresponsive and. therefore. void.
Desie:nated Work
Firm Name
1.
Heating Ventilation
Air Conditioning (HV AC)
2.
Plumbing
3.
Electrical
Apprenticeship Requirements
The apprentice labor hours required for this project are 15 % of the total labor hours. The undersigned agrees
to utilize this level of apprentice participation. Voluntary workforce diversity goals for this apprentice
participation are identified in the Instructions To Bidders and Supplemental Conditions.
LiQuidated Damages
The undersigned agrees to pay the Owner as liquidated damages the sum of $500 for each consecutive
calendar day that is in default. after the Contract Time. Liquidated damages shall be deducted from the
contract by change order.
Receipt of Addenda
Receipt of the following addenda is acknowledged:
Addendum No.
Addendum No.
Addendum No.
Addendum No.
Addendum No.
Addendum No.
Page 2 of5
Q3/20/20Q3
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Project Name: Olympic College - Demolition- Package
Name of Firm:
Project No.: 20'0'3-143
Name of Firm
NOTE: Ifbidder is a corporation, write State of Incorporation; if a partnership, give full names and addresses of all parties be/ow.
Signed by
Print Name
, Official Capacity
Address
City State
Date Telephone
State of Washington Contractor's License No.
Federal Tax ID #
Zip Code
FAX
e-mail address:
Page 3 of5
0'3/20'/200'3
Page 4 of5
03/2012003
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Project Name: Olympic College - Demolition Package
Name of Firm:
Project No.: 2003-143
ADVERTISEMENT FOR BIDS
Sealed bid proposals will be accepted for the following project:
PROJECT NO.: 2005-187
TITLE: Humanities Building
AGENCY: E&AS for Olympic College
PROJECT MANAGER: James R. Hill
ESTIMATED BASE BID COST RANGE: f~~~;'r!$'q
SUBMITTAL TIME/DATE/LOCATION: Prior to 3:00 P.M., 'iJ,;~~.,!;
Engineering & Architectural Services
GA Building, 2nd Floor, Room 206
210 11th Avenue, Olympia, WA 98504
Public Bid Opening will commence at
approximately 3:05 P.M.-at the same location. .-.
BY: Department of General Administration
Division of Engineering & Architectural Services
PRE~BID W ALK- THROUGH: r,l,3:ID] Board Room, CSC Building, at Olympic
College, 1600 Chester Ave, Bremerton, W A. For
directions to the site 6fthe pre-bid walk-through,
please contact the Consultant listed below.
Contractors may obtain plans and specifications from the Reprographics Northwest, 632 Broadway,
Tacoma~ W A 98402. Ph. (253) 383-6363 upon the deposit of $200. Make checks payable to the State
of Washington. Plans and specifications may be viewed and! or ordered on line at
www.repronw.comin the public plan room of Plan Well. Planholders list is available on line at
www.repronw.com or by contacting bid services at 1-800-337-8103. Plans must be returned in good
condition within seven (7) days following bid date to obtain a refund of deposit. After seven days no
refunds will be made.
To view drawings and specifications on the internet, go to
https://fortress.wa.gov/galinet/servlet/EASBidCalSv. Plans may also be viewed at the following
locations: Associated Sub-Contractors, Tacoma; Builders Exchange of Washington, Everett;
Construction Data Plan Center, Bellevue; McGraw Hill Plan Center, Seattle; McGraw Hill Plan
Center, Tacoma; Olympic Peninsula Plan Center, Bremerton; Valley Plan.- Center, Kent.
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Project Name: Olympic College - Demolition Package
Name of Firm:
Project No.: 2003-143
Please direct questions regarding this project to the office of the Consultant: Yost Grube Hall
Architecture, 1211 SW 5th Ave., Suite 2700, Portland, Oregon 97204. Tel : 503-221-01501 Fax: 503-
295-0840. Contact: Adonica Marshall, Project Architect.
Within 24 hours following the bid opening, results will be available on E&A Services' web site at
https:llfortress.wa.gov/ga/inet/servlet/EASBidResSv or by calling E&A Services at (360) 902-7272 to
receive a fax copy.
Mandatory 15% apprentice labor hours of the total labor hours are a requirement of the construction
contract. Voluntary workforce diversity goals for this apprentice participation are identified in the
Instructions to Bidders and Supplemental Conditions. Bidders may contact the Department of Labor
& Industries, Apprenticeship Section, to obtain information on available apprenticeship programs.
Bidder Responsibility will be evaluated for this project for the Mechanical SubContractor and the
Concrete SubContractor. In determining bidder responsibility, the Owner shall consider an over all
accounting of the criteria set forth in "DIVISION 00 RESPONSIBILITY CRITERIA". Please direct
questions regarding this subject to the office of the Consultant.
Voluntary numerical MWBE goals of 10% MBE and 6% WBE have been established for this project.
Achievement ofthe goals is encouraged. Bidders may contact the Office of Minority and Women's
J3usine.ss Enterprise to obtain information on certified firms.
The State reserves the right to accept or reject any or all proposals and to waive informalities.
STATE OF WASHINGTON
DEPARTMENT OF GENERAL ADMINISTRA nON
DIVISION OF ENGINEERING & ARCHITECTURAL SERVICES
Adcon
Page 5 of 5
03/20/2003
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GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION
March 20;2003
00700 - page 1
GENERAL CONDITIONS FOR WASHINGTON STATE FAClLITY CONSTRUCTION
Part 1
PART 1 - GENERAL PROVISIONS
I. "Contractor" means the person or entity who has
1.01 DEFINITIONS agreed with Owner to perform the Work in
accordance with the Contract Documents.
A. "Application for Payment" means a written
request submitted by Contractor to AlE for . J. "Drawings" are the graphic and pictorial portions
payment ofW ork completed in accordance/with of the Contract Documents showing the design,
the Contract Documents and approved Schedule location, and dimensions of the Work, and may
of Values, supported by such substantiating data include plans, elevations, sections, details,
as Owner or AlE may require. schedules, and diagrams.
B. "Architect," "Engineer," or "AlE" means a K. "Final Acceptance" means the written acceptance
person or entity lawfully entitled to practice issued to Contractor by Owner after Contractor
architecture or engineering, representing Owner has completed the requirements of the Contract
within the limits of its delegated authority. Documents.
C. "Change Order" means a written instrument L. "Final Completion" means that the Work is fully
signed by Owner and Contractor stating their and finally completed in accordance with the
agreement upon all of the following: (1) a Contract Documents.
change in the Work:; (2) the amount of the
adjustment in the Contract Sum, if any, and (3) M. "Force Majeure" means those acts entitling
the extent of the adjustment in the Contract Contractor to request an equitable adjustment in
. Time, if any. the Contract Time, as more fully set forth in
paragraph 3.05A.
D. "Claim" means Contractor's exclusive remedy for
resolving disputes with Owner regarding the N. "Notice" means a written notice which has been
terms of a Change Order or a request for delivered in person to the individual or a member
equitable adjustment, as more fully set forth in of the :firm or entity or to an officer of the
part 8. corporation for which it was intended or, if
delivered or sent by registered or certified mail,
E. "Contract A ward Amount" is the sum of the Base to the last business address known to the party
Bid and any accepted Alternates. giving notice.
F. "Contract Documents" means the Advertisement O. "Notice to Proceed" means a notice from Owner
for Bids, Instructions for Bidders, completed to Contractor that defines the date on which the
Form of Proposal, General Conditions, Contract Time begins to run.
Modifications to the General Conditions,
Supplemental Conditions, Public Works P. "Owner" means the state agency, institution, or
Contract, other Special Forms, Drawings and its authorized representative with the authority to
Specifications, and all addenda and enter into, administer, and! or terminate the Work
modifications thereof. in accordance with the Contract Documents and
make related determinations and findings.
G. "Contract Sum" is the total amount payable by
Owner to Contractor for performance of the Q. "Person" means a corporation, partnership,
Work in accordance with the Contract business association of any kind, trust, company,
Documents. or individual.
H. "Contract Time" is the number of calendar days R. "Prior Occupancy" means Owner's use of all or
allotted in the Contract Documents for achieving parts of the Project before Substantial
Substantial Completion of the Work. Completion.
. .
March 20,2003
00700 - page 2
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GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION
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.S.
"Progr~ss Schedule" means Ii schedule of the
Work, in a form satisfactory to Owner, as further
set forth in section 3.02.
T.
"Project" means the total construction of which the
Work performed in accordance with the Contract
Documents may be the whole or a part and which
may include construction by Owner or by separate
contractors.
u.
"Project Manual" means the volume usually
assembled for the Work which may include the
bidding requirements, sample forms, and other
Contract Documents.
I
v.
"Project Record" means the separate set of
Drawings and Specifications as further set forth in
paragraph 4.02A.
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W.
"Schedule of Values" means a written breakdown
allocating the total Contract Sum to each principle
category ofW ork, in such detail as requested by
Owner.
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x.
"Specifications" are that portion of the Contract
Documents consisting of the written requirements
for materials, equipment, construction systems,
standards and worlananship for the Work, and
performance of related services.
y.
"Subcontract" means a contract entered into by
Subcontractor for the purpose of obtaining
supplies, materials, equipment, or services of any
kind for or in connection with the Work.
I
Z. "Subcontractor" means any person, other than
Contractor, who agrees to furnish or furnishes any
supplies, materials, equipment, or services of any
kind in connection with the Work.
I
AA. "Substantial Completion" means that stage in the
progress of the Work where Owner has full and
unrestricted use and benefit of the facilities for the
purposes intended, as more fully set forth in section
6.07.
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AB. "Work" means the construction arid services
required by the Contract Documents, and includes,
but is not limited to,Jabor, materials, supplies,
equipment, services, permits, and the manufacture
and fabrication of components, performed,
furnished, or provided in accordance with the
Contract Documents.
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Maich20~2003
00700 - page 3
Part 1
1.02 ORDER OF PRECEDENCE
Any conflict or inconsistency in the Contract Documents
shall be resolved by giving the documents precedence in
the following order.
1. Signed Public Works Contract, including any
Change Orders, and any Special Forms. .
2. Supplemental Conditions.
3. Modifications to the General Conditions.
4. General Conditions.
5. Specifications--provisions in Division 1 shall take
precedence over provisions of any other Division.
6. Drawings--in case of conflict within the
Drawings, large scale drawings shall take.. ..
precedence over small scale drawings.
i,'~,:
7. Signed and Completed Form ofPioposal.
8. Instructions to Bidders.
+, -I' :"~"':
9.
Advertisement for Bids.
! ~':':{\:
}",
1.03 EXECUTION AND INTENT
Contractor makes the following representations to Owner:
1.
The Contract Sum is reasonable compensation for
the Work and the Contract Time is adequate for the
performance of the Work, as represented by the
Contract Documents;
2.
Contractor has carefully reviewed the Contract
Documents, visited and examined the Project site,
become familiar with the local conditions in which
the Work is to be performed, and satisfied itself as
to the nature, location, character, quality and
quantity of the Work, the labor, materials,
equipment? goods, supplies, work, services and
other items to be furnished and all other
requirements of the Contract Documents, as well as
the surface and subsurface conditions and other
matters that may be encountered at the Project site
or affect performance of the Work or the cost or
difficulty thereof;
March 20, 1003
00700 - page 4
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Part I
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GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION
3. Contractor is financially solvent, able to pay its
debts as they mature, and possesses sufficient
working capital to complete the Work and perform
Contractor's obligations required by the Contract
Documents; and
4. Contractor is able to furnish the plant, tools,
materials, supplies, equipment and labor required
to complete the Work and perform the obligations
required by the Contract Documents and has
sufficient experience and competence to do so.
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GENERAL CONDITIONS FOR WASIDNGTON STATE FACaITY CONSTRUCTION
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PART 2 -INSURANCE AND BONDS
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2.01 CONTRACTOR'S LIABILITY INSURANCE
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Prior to commencement of the Work, Contractor shall.
obtain all the insurance required by the Contract
Documents and provide evidence satisfactory to Owner
that such insurance has been procured. Review of the
Contractor's insurance by Owner shall not relieve or
decrease the liability of Contractor. Companies writing
the insurance to be obtained by this part shall be licensed
to do business under Chapter 48 RCW OF comply with the
Surplus Lines Law of the State of Washington. Contractor
shall include in its bid the cost of all insurance and bond
costs required to complete the base bid work and accepted
alternates. Insurance carriers providing insurance in
accordance with the Contract Documents shall be
acceptable to Owner, and its A. M. Best rating shall be
indicated on the insurance certificates.
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A. Contractor shall ptaintain the following insurance
coverage during the Work and for one year after
Final Acceptance. Contractor shall also maintain
the following insurance coverage during the
performance of any corrective Work required by
section 5.17.
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1. General liability on the ISO 1986 New
Occurrence Form or its equivalent which will
include:
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a. Completed operations/products liability;
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b. Explosion, collapse, and underground;
and
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c. Employer's liability coverage.
2. Automobile liability
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B.
Contractor shall comply with the Washington State
Industrial Inslll'ance Act and, if applicable, the
Federal Longshoremen's and Harbor Workers' Act
and the Jones Act.
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C.
All insurance coverages shall protect against claims
for damages for personal and bodily injury or
death, as well as claims for property damage, which
may arise from operations in connection with the
Work whether such operations are by Contractor or
any Subcontractor.
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I\.1atch 20, 2003
00700 - page 5
D. All insurance coverages shall be endorsed to
include Owner as an additional named insured for
Work performed in accordance with the Contract
Documents, and all insurance certificates shall
evidence the Owner as an additional insured.
2.02 COVERAGE LIMITS
The coverage limits shall be as follows:
A. Limits of Liability shall not be less than $1,000,000
Combined Single Limit for Bodily Injury and
Property Damage (other than Automobile liability)
Each Occurrence; Personal Injury and Advertising
Liability Each Occurrence.
B. . $2,000,000 Combined Single Limit Annual
General Aggregate.
C. $2,000,000 Annual Aggregate for Products and
Completed Operations Liability.
D. $1,000,000 Combined Single Limit for Automobile
Bodily Injury and Property Damage Liability, Each
Accident or Loss.
2.03 INSURANCE COVERAGE CERTIFICATES
A.
Prior to commencement of the Work, Contractor
shall furnish to Owner a completed certificate of
insurance coverage.
B.
All insurance certificates shall name Owner's
Project number and Project title.
C.
All insurance certificates shall specifically require
45 days prior notice to Owner of cancellation or
any material change, except 30 days for surplus line
insurance.
2.04 P AYMBNT AND PERFORMANCE BONDS
Payment and performance bonds for 100% of the Contract
Sum, including all Change Orders and state sales tax, shall
be furnished for the Work, and shall be in a form
acceptable to the Owner. No payment or performance
bond is required if the Contract Sum is $25,000 or less
and Contractor agrees that Owner may, in lieu of the
bond, retain 50% of the Contract Sum for the period
allowed by RCW 39.08.010.
GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION
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2.05 ADDITIONAL BOND SECURITY
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Contractor shall promptly furnish additional security
required to protect Owner and persons supplying labor or
materials required by the Contract Documents if:
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A. Owner has a reasonable objection to the surety; or
B. Any surety tails to furnish reports on its financial
condition if requested by Owner.
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2.06 BUILDER'S RISK
A. Contractor shall purchase and maintain property
insurance in the amount of the Contract Sum
including all Change Orders for the Work on a
replacement cost basis until Substantial
Completion. The insurance shall cover the interest
of Owner, Contractor, and any Subcontractors, as
their interests may appear.
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B. Contractor property insurance shall be placed on an
"all risk" basis and insure against the perils of fire
and extended coverage and physical loss or damage
including theft, vandalism, malicious mischief,
collapse, false work, temporary buildings, debris
removal including demolition occasioned by
enforcement of any applicable legal requirements,
and shall cover reasonable compensation for AlE's
services and expenses required as a result of an
insured loss.
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C. Owner and Contractor waive all subrogation rights
against each other, any Subcontractors, AlE, AlE's
subconsultants, separate contractors described in
section 5.20, if any, and any of their subcontractors,
for damages caused by fire or other perils to the
extent covered by property insurance obtained
pursuant to this section or other property insurance
applicable to the Work, except such rights ,as they
have to proceeds of such insurance held by Owner
as fiduciary. The policies shall provide such
waivers of subrogation by endorsement or
otherwise. A waiver of subrogation shall be
effective to a person or entity e,:en though that
person or entity would otherwise have a duty of
indemnification, contractual or otherwise, did not
pay the insurance premium directly or indirectly,
and whether or not the person or entity had an
insurable inteL,,~ in the property damaged.
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Part 2
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Mffrc4 20~ 2003
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GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION
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PART 3 - TIME AND SCHEDULE
3.01 PROGRESS AND COMPLETION
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Contractor shall diligently prosecute the Work, with
adequate forces, achieve Substantial Completion within
the Contract Time, and achieve Final Completion within a
reasonable period thereafter.
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3.02 CONSTRUCTION SCHEDULE
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A. Unless otherwise provided in Division 1,
Contractor shall, within 14 days after issuance of
the Notice to Proceed, submit apreliminary
Progress Schedule. The Progress Schedule shall
show the sequence in which Contractor proposes to
perform the Work, and the dates on which
Contractor plans to start and finish major portions
of the Work, including dates for shop drawings and
other submittals, and for acquiring materials and
equipment.
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B. Unless otherwise provided in Division I,
The Progress Schedule shall be in the form of a bar
chart, or a critical path method analysis, as
specified by Owner. The preliminary Progress
Schedule may be general, showing the major
portions of the Work, with a more detailed Progress
Schedule submitted as directed by Owner.
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C. Owner shall return comments on the preliminary
Progress Schedule to Contractor within 14 days of
receipt. Review by Owner of Contractor's schedule
does not constitute an approval or acceptance of
Contractor's construction means, methods, or
sequencing, or its ability to complete the Work
within the Contract Time. Contractor shall revise
and resubmit its schedule, as necessary. Owner
may withhold a portion of progress payments until
a Progress Schedule has been submitted which
meets the requirements of this section.
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D.
Contractor shall utilize and comply with the
Progress Schedule. On a monthly basis, or as
otherwise directed by Owner, Contractor shall
submit an updated Progress Schedule at its own
expense to Owner indicating actual progress. If, in
the opinion of Owner, Contractor is not in
conformance with the Progress Schedule for
reasons other than acts of Force Majeure as
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.M:atch 20, 200~
00700 - page 7
identified in section 3.05, Contractor shall take
such steps as are necessary to bring the actual
completion dates of its work activities into
conformance with. the Progress Schedule, or revise
the Progress Schedule to reconcile with the actual
progress of the Work.
E. Contractor shall promptly notify Owner in writing
of any actual or anticipated event which is delaying
or could delay achievement of any milestone or
performance of any critical path activity of the
Work. Contractor shall indicate the expected
duration of the delay, the anticipated effect of the
delay on the Progress Schedule, and the action
being or to be taken to correct the problem.
Provision of such notice does not relieve
Contractor of its obligation to complete the Work
within the Contract Time.
3.03 OWNER'S RIGHT TO SUSPEND THE WORK
FOR CONVENIENCE
: \. ~
A. Owner may, at its sole discretiqn, order Contractor"
in writing, to suspend all or any part of the Work,>.,'. .
for up to 90 days, or for such longer period as
mutually agreed.
B. Upon receipt of a written notice ;suspending the
Work, Contractor shall immediil~ely comply with 'c.
its terms and take all reasonable steps to minimize
the incurrence of cost of performance directly
attributable to such suspension. Within a period up
to 90 days after the notice is delivered to
Contractor, or within any extension of that period
to which the parties shall have agreed, Owner shall
either:
1. Cancel the written notice suspending the
Work; or
2. Terminate the Work covered by the notice as
provided in the termination provisions of part
9.
C.
If a written notice suspending the Work is
cancelled or the period of the notice or any
extension thereof expires, Contractor shall resume
Work. .
D.
Contractor shall be entitled to an equitable
adjustment in the Contract Time, or Contract.
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GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION
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Sum, or both, for increases in the time or cost of
performance directly attributable to such suspension,
provided Contractor complies with all requirements set
forth in part 7.
3.04 OWNER'S RIGHT TO STOP THE WORK FOR
CAUSE
A. If Contractor fuils or refuses to perform its
obligations in accordance with the Contract
Documents, Owner may order Contractor, in
writing, to stop the Work, or any portion thereof,
until satisfactory corrective action has been taken.
B. Contractor shall not be entitled to an equitable
adjustment in the Contract Time or Contract Sum
for any increased cost or time of performance
attributable to Contractor's failure or refusal to
perform or from any reasonable remedial action
taken by Owner based upon such fuilure.
3.05 DELAY
A. Any delay in or failure of performance by Owner or
Contractor, other than the payment of money, shall
not constitute a default hereunder if and to the
extent the cause for such delay or failure of
performance was unforeseeable and beyond the
control of the party ("Force Majeure"). Acts of
Force Majeure include, but are not limited to:
1. Acts of God or the public enemy;
2. Acts or omissions of any government entity;
3. Fire or other casualty for which Contractor is
not responsible;
4. Quarantine or epidemic;
5. Strike or defensive lockout;
6. Unusually severe weather conditions which
could not have been reasonably anticipated;
and
7. Unusual delay in receipt of supplies or
products which were ordered and expedited
and for which no substitute reasonably
acceptable to Owner was available.
B.
Contractor shall be entitled to an equitable
adjustment in the Contract Time for changes in the
time of performance directly attributable to an
Marcli20, 2003
Part 3
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act of Force Majeure, provided it makes a request
for equitable adjustment according to section 7.03.
Contractor shall not be entitled to an adjustment in
the Contract Sum resulting from an act of Force
Majeure.
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C.
Contractor shall be entitled to an equitable
adjustment in Contract Time, and may be entitled
to an equitable adjustment in Contract Sum, if the
cost or time of Contractor's performance is changed
due to the fault or negligence of Owner, provided
the Contractor makes a request according to
sections 7.02 and 7.03.
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D.
Contractor shall not be entitled to an adjustment in
Contract Time or in the Contract Sum for any delay
or fuilure of performance to the extent such delay
or fuilure was caused by Contractor or anyone for
whose acts Contractor is responsible.
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E. To the extent any delay or fuilure of performance
was concurrently caused by the Owner and
Contractor, Contractor shall be entitled to an
adjustment in the Contract Time for that portion of
the delay or failure of performance that was
concurrently caused, provided it makes a request
for equitable adjustment according to section 7.03,
but shall not be entitled to an adjustment in
Contract Sum.
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F. Contractor shall make all reasonable efforts to
prevent and mitigate the effects of any delay,
whether occasioned by an act of Force Majeure or
otherwise.
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3.06 NOTICE TO OWNER OF LABOR DISPUTES
A.
If Contractor has knowledge that any actual or
potential labor dispute is delaying or threatens to
delay timely performance in accordance with the
Contract Documents, Contractor shall immediately
give notice, including all relevant information, to
Owner.
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B.
Contractor agrees to insert a provision in its
Subcontracts and to require insertion in all sub-
subcontracts, that in the event timely performance
of any such contract is delayed or threatened by
delay by any actual or potential labor dispute, the
Subcontractor or Sub-subcontractor shall
immediately notify the next higher tier
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00700 - page 8
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GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION
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Subcontractor or Contractor, as the case may be, of
all relevant information concerning the dispute.
3.07 DAMAGES FOR FAILURE TO ACHIEVE
TIMELY COMPLETION
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A.
Liquidated Damages
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1. Timely performance and completion of the
Work is essential to Owner and time limits
stated in the Contract Documents are of the
essence. Owner will incur serious and
substantial damages if Substantial Completion
of the Work does not occur within the Contract
Time. However, it would be difficult if not
impossible to determine the exact amount of
such damages. Consequently, provisions for
liquidated damages are included in the
Contract Documents.
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2. The liquidated damage amounts set forth in the
Contract Documents will be assessed not as a
penalty, but as liquidated damages for breach
of the Contract Documents. This amount is
fixed and agreed upon by and between the
Contractor and Owner because of the
impracticability and extreme difficulty of
fixing and ascertaining the actual damages the
Owner would in such event sustain. This
amount shall be construed as the actual amount
of damages sustained by the Owner, and may
be retained by the Owner and deducted from
periodic payments to the Contractor.
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3. Assessment of liquidated damages shall not
release Contractor from any further obligations
or liabilities pursuant to the Contract
Documents.
B.
Actual Damages
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Actual damages will be assessed for failure to
achieve Final Completion within the time provided.
Actual damages will be calculated on the basis of
direct architectural, administrative, and other
related costs attributable to the Project from the
date when Final Completion should have been
achieved, based on the date Substantial Completion
is actually achieved, to the date Final Completion is
actually achieved. Owner may offset these costs
against any payment due Contractor.
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Part 3
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March 20;'2003
00700 - page 9
GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION
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PART 4-
SPECIFICATIONS,DRA~GS,Al{D
OTHER DOCUMENTS
4.01 DISCREPANCIES Al{D CONTRACT
DOCUMENT REVIEW
A. The intent of the Specifications and Drawings is to
describe a complete Project to be constructed in
accordance with the Contract Documents.
Contractor shall furnish all labor, materials,
equipment, tools, transportation, permits, and
supplies, and perfonp the Work required in
accordance with the Drawings, Specifications, and
other provisions of the Contract Documents.
B. The Contract Documents are complementary.
What is required by one part of the Contract
Documents shall be binding as if required by all.
Anything mentioned in the Specifications and not
shown on the Drawings, or shown on the Drawings
and not mentioned in the Specifications, shall be of
like effect as if shown or mentioned in both.
C. Contractor shall carefully study and compare the
Contract Documents with each other and with
information furnished by Owner. If, during the
performance of the Work, Contractor finds a
conflict, error, inconsistency, or omission in the
Contract Documents, it shall promptly and before
proceeding with the Work affected thereby, report
such conflict, error, inconsistency, or omission to
AlE in writing.
D. Contractor shall do no Work without applicable
Drawings, Specifications, or written modifications,
or Shop Drawings where required, unless
instructed to do so in writing by Owner. If
Contractor performs any construction activity, and
it knows or reasonably should have known that any
of the Contract Documents contain a conflict, error,
inconsistency, or omission, Contractor shall be
responsible for the performance and shall bear the
cost for its correction.
E. Contractor shall provide any work or materials the
provision of which is clearly implied and is within
the scope of the Contract Documents even if the
Contract Documents do not mention them
specifically.
Part 4
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F.
Questions regarding interpretation of the
requirements of the Contract Documents shall be
referred to the AlE.
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4.02 PROJECT RECORD
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A. Contractor shall legibly mark in ink on a separate
set of the Drawings and Specifications all actual
construction, including depths of foundations,
horizontal and vertical locations of internal and
underground utilities and appurtenances referenced
to permanent visible and accessible surface
improvements, field changes of dimensions and
details, actual suppliers, manufacturers and trade
names, models of installed equipment, and Change
Order proposals. This separate set of Drawings and
Specifications shall be the "Project Record."
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B. The Project Record shall be maintained on the
project site throughout the construction and shall be
clearly labeled "PROJECT RECORD". The
Project Record shall be updated at least weekly
noting all changes and shall be available to Owner
at all times.
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C. Contractor shall submit the completed and finalized
Project Record to AlE prior to Final Acceptance.
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4.03 SHOP DRA ~GS
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A. "Shop Drawings" means documents and other
information required to be submitted to AlE by
Contractor pursuant to the Contract Documents,
showing in detail: the proposed fabrication and
assembly of structural elements; and the ilistallation
(i.e. form, fit, and attachment details) of materials
and equipment. Shop Drawings include, but are
not limited to, drawings, diagrams, layouts,
schematics, descriptive literature, illustrations,
schedules, performance and test data, samples, and
similar materials furnished by Contractor to explain
in detail specific portions of the Work required by
the Contract Documents. For materials and
equipment to be incorporated into the Work,
Contractor submittal shall include the name of the
manufacturer, the model number, and other
information concerning the performance, capacity,
nature, and rating of the item. When directed,
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Contractor shall submit all samples at its own
expense. Owner may duplicate, use, and disclose
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March 20; 2003
00700 - page 10
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GENERAL CONDITIONS FOR WASIDNGTON STATE FACILITY CONSTRUCTION
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Shop Drawings provided in accordance with the
Contract Documents.
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B. Contractor shall coordinate all Shop Drawings, and
review them for accuracy, completeness, and
compliance with the Contract Documents and shall
indicate its approval thereon as evidence of such
coordination and review. Where required by law,
Shop Drawings shall be stamped by an appropriate
professional licensed by the state of Washington.
Shop Drawings submitted to AlE without evidence
of Contractor's approval shall be returned for
resubmission. Contractor shall review, approve,
and submit Shop Drawings with reasonable
promptness and in such sequence as to cause no
delay in the Work or in the activities of Gwner or
separate contractors. Contractor's submittal
schedule shall allow a reasonable time for AlE
review. AlE will review, apprQve, or take other
appropriate action on the Shop Drawings.
Contractor shall perform no portion of the Work
requiring submittal and review of Shop Drawings
until the respective submittal has been reviewed
and the AlE has approved or taken other
appropriate action. Owner and AlE shall respond
to Shop Drawing submittals with reasonable
promptness. Any Work by Contractor shall be in
accordance with reviewed Shop Drawings.
Submittals made by Contractor which are not
required by the Contract Documents may be
returned without action.
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C. Approval, or other appropriate action with regard
to Shop Drawings, by Owner or AlE shall not
relieve Contractor of responsibility for any errors
. or omissions in such Shop Drawmgs, nor from
responsibility for compliance with the requirements
of the Contract Documents. Unless specified in the
Contract Documents, review by Owner or AlE shall
not constitute an approval of the safety precautions
employed by Contractor during construction, or
constitute an approval of Contractor's means or
methods of construction. If Contractor fails to
obtain approval before installation, and the item or
work is subsequently rejected, Contractor shall be
responsible for all costs of correction.
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D. If Shop Drawings show variations from the
requirements of the Contract Documents,
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Part 4
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Contractor shall describe such variations in writing,
separate from the Shop Drawings, at the time it
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Ma.rch 20, 2003
00700 - page 11
submits the Shop Drawings containing such
variations. If AlE approves any such variation, an
appropriate Change Order will be issued. If the
variation is minor and does not involve an
adjustment in the Contract Sum or Contract Time, a
Change Order need not be issued; however, the .
modification shall be recorded upon the Project
Record.
E. Unless otherwise provided in Division I, Contractor
shall submit to AlE for approvalS copies of all
Shop Drawings. Unless otherwise indicated, 3 sets
9f all Shop Drawings shall be retained by AlE and
2 sets shall be returned to Contractor.
4.04 ORGANIZATION OF SPECIFICATIONS
Specifications are prepared in sections which conform
generally with trade practices. These sections are for
Owner and Contractor convenience and shall not control
Contractor in dividing the Work among the
Subcontractors or in establishing the extent of the Work to
be performed by any trade.
4.05 OWNERSHIP AND USE OF DRAWINGS,
SPECIFICATIONS, AND OTHER DOCUMENTS
A. The Drawings, Specifications, and other documents
prepared by AlE are instruments of AlE's service
through which the Work to be executed by "
Contractor is described. Neither Contractor nor any
Subcontractor shall own or claim a copyright in the
Drawings, Specifications, and other docUments
prepared by AlE, and AlE shall be deemed the
author of them and will, along with any rights of
Owner, retain all common law, statutory, and other
reserved rights, in addition to the copyright. All
copies of these documents, except Contractor's set,
shall be returned or suitably accounted for to AlE,
on request, upon completion of the Work.
B. The Drawings, Specifications, and other documents
prepared by the AlE, and copies thereof furnished
to Contractor, are for use solely with respect to this
Project. They are not to be used by Contractor or
any Subcontractor on other projects or for additions
to this Project outside the scope of the Work
without the specific written consent of Owner and
AlE. Contractor and Subcontractors are granted a
limited license to use and reproduce applicable
portions of the Drawings, Specifications, and other
documents prepared by AlE appropriate to and for
use in the execution of their Work.
GENERAL CONDITIONS FOR WASHINGTON STATE FACll.ITY CONSTRUCTION
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C. Contractor and all Subcontractors grant a non-
exclusive license to Owner, without additional cost
or royalty, to use for its own purposes (including
reproduction) all Shop Drawings, together with the
information and diagrams contained therein,
prepared by Contractor or any Subcontractor. In
providing Shop Drawings, Contractor and all
Subcontractors warrant that they have authority to
grant to Owner a license to use the Shop Drawings,
and that such license is not in violation of any
copyright or other intellectual property right.
Contractor agrees to defend and indemnify OWlier
pursuant to the indemnity provisions in section 5.23
from any violations of copyright or other
intellectual property rights arising out of Owner's
use of the Shop Drawings hereunder, or to secure
for Owner, at Contractor's own cost, licenses in
conformity with this section.
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D. The Shop Drawings and other submittals prepared
by Contractor, Subcontractors of any tier, or its or
their equipment or material suppliers, and copies
thereof furnished to Contractor, are for use solely
with respect to this Project. They are not to be
used by Contractor or any Subcontractor of any
tier, or material or equipment supplier, on other
projects or for additions to this Project outside the
scope of the Work without the specific written
consent of Owner. The Contractor, Subcontractors
of any tier, and material or equipment suppliers are
granted a limited license to use and reproduce
applicable portions of the Shop Drawings and other
submittals appropriate to and for use in the
execution of their Work under the Contract
Documents.
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Part 4
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March 20, 2003
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GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION
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PART 5 - PERFORMANCE
5.01 CONTRACTOR CONTROL AND
SUPERVISION
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A. Contractor shall supervise and direct the Work,
using its best skill and attention, and shall perform
the Work in a skillful manner. Contractor shall be
. solely responsible for and have control over
construction means, methods, techniques,
sequences, and procedures and for coordinating all
portions of the Work, unless the Contract
Documents give other specific instructions
concerning these matters. Contractor shall disclose
its means and methods of construction when
requested by Owner.
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B. Performance of the Work shall be directly
supervised by a competent superintendent who is
satisfactory to Owner and has authority to act for
Contractor. The superintendent shall not be
changed without the prior written consent of
Owner.
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C. Contractor shall be responsible to Owner for acts
and omissions of Contractor, Subcontractors, and
their employees and agents.
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D. Contractor shall enforce strict discipline and good
order among Contractor's employees and other
persons performing the Work. Contractor shall not
permit employment of persons not skilled in tasks
assigned to them. Contractor's employees shall at
all times conduct business in a manner which
assures. fair, equal, and nondiscritpinatory treatment
of all persons. Owner may, by written notice,
request Contractor to remove from the Work or
Project site any employee Owner reasonably deems
incompetent, careless, or otherwise objectionable.
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E. Contractor shall keep on the Project site a copy of
the Drawings, Specifications, addenda, reviewed
Shop Drawings, and permits and permit drawings.
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F. Contractor shall ensure that its owner(s) and
employees, and those of its Subcontractors, comply
with the Ethics in Public Service Act RCW 42.52,
which, among other things, prohibits state
employees from having an economic interest in any
public
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Part 5
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Marc,h 20~ 2003
00700 - page 13
works contract that was made by, or supervised by,
that employee. Contractor shall remove, at its sole
cost and expense, any of its, or its Subcontractors',
employees, if they are in violation of this act.
5.02 PERMITS, FEES, AND NOTICES
A. Unless otherwise provided in the Contract
Documents, Contractor shall pay for and obtain all
permits, licenses, and inspections necessary for
proper execution and completion of the Work.
Prior to Final Acceptance, the approved, signed
permits shall be delivered to Owner.
B. If allowances for permits or utility fees are called
for in the Contract Documents and set forth in
Contractor's bid, and the actual costs of those
permits or fees differ from the allowances in the
Contract D09uments, the difference shall be
adjusted by Change Order.
C. Contractor shall comply with and give notices
required by all federal, state, and 10cal1aws,
ordinances, rules, regulations, and lawful orders of
public authorities applicable to performance of the
Work.
5.03 PATENTS AND ROYALTIES
Contractor is responsible for, and shall pay, all royalties
and license fees. Contractor shall defend, indemnify, and
hold Owner harmless from any costs, expenses, and
liabilities arising out of the infringement by Contractor of
any patent, copyright, or other intellectual property right
used in the Work; however, provided that Contractor
gives prompt notice, Contractor shall not be responsible
for such defense or indemnity when a particular design,
process, or product of a particular manufacturer or
manufacturers is required by the Contract Documents. If
Contractor has reason to believe that use of the required
design, process, or product constitutes an infringement of
a patent or copyright, it shall promptly notify Owner of
such potential infringement.
5.04 PREVAILING WAGES
A. Contractor shall pay the prevailing rate of wages to
all workers, laborers, or mechanics employed in the
performance of any part of the Work in accordance
with RCW 39.12 and the rules and regulations of
the Department of Labor and Industries. The.
schedule of prevailing wage rates
GENERAL CONDITIONS FOR WASHINGTON STATE FACaITY CONSTRUCTION
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for the locality or localities of the Work, is
determined by the Industrial Statistician of the
Department of Labor and Industries. It is the
Contractor's responsibility to v~rify the applicable
prevailing wage rate.
B. Before commencing the Work, Contractor shall file
a statement under oath with Owner and with the
Director of Labor and Industries certifying the rate
of hourly wage paid and to be paid each
classification oflaborers, workers, or mechanics
employed upon the Work by Contractor and
Subcontractors. Such rates of hourly wage shall
not be less than the prevailing wage rate.
C. Disputes regarding prevailing wage rates shall be
referred for arbitration to the Director of the
Department of Labor and Industries. The
arbitration decision shall be final and conclusive
and binding on all parties involved in the dispute as
provided for by RCW 39.12.060.
D. Each Application for Payment submitted by
Contractor shall state that prevailing wages have
been paid in accordance with the prefiled
statement( s) of intent, as approved. Copies of the
approved intent statement(s) shall be posted on the
job site with the address and telephone number of
the Industrial Statistician of the Department of
Labor and Industries where a complaint or inquiry
concerning prevailing wages may be made.
E. In compliance with chapter 296-127 WAC,
Contractor shan pay to the Department of Labor
and Industries the currently established fee(s) for
each statement of intent and/or affidavit of wages
paid submitted to the Department of Labor and
Industries for certification.
5.05 HOURS OF LABOR
A.
Contractor shall comply with all applicable
provisions ofRCW 49.28 and they are incorporated
herein by reference. Pursuant to that statute, no
laborer, worker, or mechanic employed by
Contractor, any Subcontractor, or any other person
performing or contracting to do the whole or any
part of the Work, shall be permitted or required to
work more than eight hours in anyone calendar
day, provided, that in cases of
Part 5
M.rrch 20,2003
I
extraordinary emergency, such as danger to life or
property, the hours of work may be extended, but in
such cases the rate of pay for time employed in
excess of eight hours of each calendar day shallbe
not less than one and one-half times the rate
allowed for this same amount of time during eight
hours' service.
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B. Notwithstanding the preceding paragraph, RCW
49.28 permits a contractor or subcontractor in any
public works contract subject to those provisions,
to enter into an agreement with its employees in
which the employees work up to ten hours in a
calendar day. No such agreement may provide that
the employees work ten~hour days for more than
four calendar days a week. Any such agreement is
subject to approval by the employees. The overtime
provisions ofRCW 49.28 shall not apply to the
hours, up to forty hours per week, worked pursuant
to any such agreement.
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5.06 NONDISCRIMINATION
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A. Discrimination in all phases of employment is
prohibited by, among other laws and regulations,
Title VII of the Civil Rights Act of 1964, the
Vietnam Era Veterans Readjustment Act of 1974,
sections 503 and 504 of the Vocational
Rehabilitation Act of 1973, the Equal Employment
Act of 1972, the Age Discrimination Act of 1967,
the Americans with Disabilities Act of 1990, the
Civil Rights Act of 1991, Presidential Executive
Order 11246, Executive Order 11375, the
Washington State Law Against Discrimination,
RCW 49.60, and Gubernatorial Executive Order
85-09. These laws and regulations establish
minimum requirements for affirmative action and
fuir employment practices which Contractor must
meet.
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B. During performance of the Work:
1. Contractor shall not discriminate against any
employee or applicant for employment because
of race, creed, color, national origin, sex, age,
marital status, or the presence of any physical,
sensory, or mental disability, Vietnam era
veteran status, or disabled veteran status, nor
commit any other unfair practices as defined in
RCW 49.60.
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GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION
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2. Contractor shall, in all solicitations or
advertisements for employees placed by or for
it, state that all qualified applicants will be
considered for employment, without regard to
race, creed, color, national origin, sex, age,
marital status, or the presence of any physical,
sensory, or mental disability.
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3. Contractor shall send to each labor union,
employment agency, or representative of
workers with which it has a collective
bargaining agreement or other contract or
understanding, a notice advismg the labor
union, employment agency, or workers'
representative of Contractor's obligations
according to the Contract Documents and
RCW 49.60.
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4. Contractor shall permit access to its books,
records, and accounts, and to its premises by
Owner, and by the Washington State Human
Rights Commission, for the purpose of
investigation to ascertain compliance with this
section of the Contract Documents.
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5. Contractor shall include the provisions of this
section in every Subcontract.
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5.07 SAFETY PRECAUTIONS
A.
Contractor shall be responsible for initiating,
maintaining, and supervising all safety precautions
and programs in connection with the performance
of the Work.
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B.
In carrying out its responsibilities according to the
Contract Documents, Contractor shall protect the
lives and health of employees performing the Work
and other persons who may be affected by the
Work; prevent'damage to materials, supplies, and
equipment whether on site or stored off-site; and
prevent damage to other property at the site or
adjacent thereto. Contractor shall comply with all
applicable laws, ordinances, rules, regulations, and
orders of any public body having jurisdiction for
the safety of persons or property or to protect them
from damage, injury, or loss; shall erect and
maintain all necessary safeguards for such safety
and protection; and shall notiJy owners of adjacent
property and utilities when prosecution of the Work
may affect them.
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C.
Contractor shall maintain an accurate record of
exposure data on all incidents relating to the Work
resulting in death, traumatic injury, occupational
disease, or damage to property, materials, supplies,
or equipment. Contractor shall immediately report
any such incident to Owner. Owner shall, at all
times, have a right of access to all recor;ds of
exposure.
D.
Contractor shall provide all persons working on the
Project site with information and training on
hazardous chemicals in their work at the time of
their initial assignment, and whenever a new hazard
is introduced into their work area.
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1. Information. At a minimum, Contractor shall
inform persons working on the Project site of:
a. The requirements of chapter 296-62
WAC, General Occupational Health
Standards;
b. Any operations in their work area where
hazardous chemicals are present; and
c. The location and availability of written
hazard communication programs,
including the required list(s) of hazardous
chemicals and material safety data sheets
required by chapter 296-62 WAC.
2. Training. At a minimum, Contractor shall
provide training for persons working on the
Project site which includes:
a: Methods and observations that may be
used to detect the presence or release of a
hazardous chemical in the work area (such
as monitoring conducted by the employer,
continuous monitoring devices, visual
. appearance or odor of hazardous
chemicals whenbeing released, etc.);
b. The physical and health hazards of the
chemicals in the work area;
c. The measures such persons can take to
protect themselves from these hazards,
including specific procedures Contractor,
.. or its Subcontractors, or others have
implemented to protect those on the
Project.site from exposure to hazardous
GENERAL CONDITIONS FOR W ASIDNGTON STATE FACILITY CONSTRUCTION
chemicals, such as appropriate work G. In an emergency affecting the safety oflife or the
practices, emergency procedures, and Work or of adjoining property, Contractor is
personal protective equipment to be used; permitted to act; at its discretion, to prevent such
and threatened loss or injury, and Contractor shall so
act if so authorized or instructed.
d. The details of the hazard communications
program developed by Contractor, or its
Subcontractors, including an explanation H. Nothing provided in this section shall be
of the labeling system and the material construed as imposing any duty upon Owner or
safety data sheet, and how employees can AlE with regard to, or as constituting any express
obtain and use the appropriate hazard or implied assumption of control or responsibility
information. over, Project site safety, or over any other safety
conditions relating to employees or agents of
E. Contractor's responsibility for hazardous, toxic, or Contractor or any of its Subcontractors, or the
harmful substances shall include the following public.
duties:
5.08 OPERATIONS, MATERIAL HANDLING, AND
1. Contractor shall not keep, use, dispose, STORAGE AREAS
transport, generate, or sell on or about the
Project site, any substances now or hereafter A. Contractor shall confine all operations, including
designated as, or which are subject to storage of materials, to Owner-approved areas.
regulation as, hazardous, toxic, dangerous, or
harmful by any federal, state or local law, B. Temporary buildings (e;g., storage sheds, shops,
regulation, statute or ordinance (hereinafter offices) and utilities may be provided by
collectively referred to as "hazardous Contractor only with the consent of Owner and
substances", in violation of any such law, without expense to Owner. The temporary
regulation, statute, or ordinance, but in no case buildings and utilities shall remain the property of
shall any such hazardous substance be stored Contractor and shall be removed by Contractor at
more than 90 days on the Project site. its expense upon completion of the Work.
2. Contractor shall promptly notify Owner of all C. Contractor shall use only established roadways or
spills or releases of any hazardous substances temporary roadways authorized by Owner. When
which are otherwise required to be reported to materials are transported in prosecuting the Work,
any regulatory agency and pay the cost of vehicles shall not be loaded beyond the loading
cleanup. Contractor shall promptly notify capacity recommended by the manufacturer of the
Owner of all failures to comply with any vehicle or prescribed by federal, state, or local law
federal, state, or local law, regulation, or or regulation.
ordinance; all inspections of the Project site by
any regulatory entity concerning the same; all D. Ownership and control of all materials or facility
regulatory orders or fines; and all responses or components to be demolished or removed from
interim cleanup actions taken by or proposed the Project site by Contractor shall immediately
to be taken by any government entity or private vest in ContraCtor upon severance of the
party on the Project site. component from the facility or severance of the
material from the Project site. Contractor shall be
F. All Work shall be performed with due regard for' responsible for compliance with all laws
the safety of the public. Contractor shall perform governing the storage and ultimate disposal.
the Wark so as to cause a minimum of interruption Contractor shall provide Owner with a copy of all
of vehicular traffic or inconvenience to manifests and receipts evidencing proper disposal
pedestrians. All arrangements to care for such when required by Owner or applicable law.
traffic shall be Contractor's responsibilities. All
expenses involved in the maintenance of traffic J?y E. Contractor shall be responsible for the proper care
way of detours shall be borne by Contractor. and protection of its materials and
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GENERAL CONDITIONS FOR WASHINGTON STATE FACll.ITY CONSTRUCTION
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equipment delivered to the Project site. Materials
and equipment may be stored on the premises
subject to approval of Owner. When Contractor
uses any portion of the Project site as a shop,
Contractor shall be responsible for any repairs,
patching, or cleaning arising from such use.
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F. Contractor shall protect and be responsible for any
damage or loss to the Work, or to the materials or
equipment until the date of Substantial
Completion, and shall repair or replace without
cost to Owner any damage or loss that may occur,
except damages or loss caused by the acts or
omissions of Owner. Contractor shall also protect
and be responsible for any damage or loss to the
Work, or to the materials or equipment, after the
date of Substantial Completion, and shall repair or
replace without cost to Owner any such damage or
loss that might occur, to the extent such damages
or loss are caused by the acts or omissions of
Contractor, or any Subcontractor.
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5.09 PRIOR NOTICE OF EXCAVATION
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A. "Excavation" means an operation in which earth,
rock, or other material on or below the ground is
moved or otherwise displaced by any means, .
except the tilling of soil less than 12 mches in depth
for agricultural purposes, or road ditch maintenance
that does not change the original road grade or
ditch flow line. Before commencing any
excavation, Contractor shall provide notice of the
scheduled commencement of excavation to all
owners of underground facilities or utilities,
through. locator services.
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5. 10 UNFORESEEN PHYSICAL CONDITIONS
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A.
If Contractor encounters conditions at the site
which are subsurface or otherwise concealed
physical conditions which differ materially from
those indicated in the Contract Documents, or
unknown physical conditions of an unusual nature
which differ materially from those ordinarily found
to exist and generally recognized as inherent in
construction activities of the character provided for
in the Contract Documents, then Contractor shall
give written notice to Owner promptly and in no
event later than 7 days after the first observance of
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Marchi:20,2003
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the conditions. Conditions shall not be disturbed
prior to such notice.
B. If such conditions differ materially and cause a
change in Contractor's cost of, or time required for,
performance of any part of the Work, the
Contractor may be entitled to an equitable
adjustment in the Contract Time or Contract Sum,
or both, provided it makes a request therefor as
provided in part 7.
5.1 I PROTECTION OF EXISTING STRUCTURES,
EQUIPMENT, VEGETATION, UTILITIES, AND
IMPROVEMENTS
A. Contractor shall protect from damage all existing
structures, equipment, improvements, utilities, and
vegetation: at or near the Project site; and on
adjacent property of a third party, the locations of
which are made known to or should be known by
Contractor. Contractor shall repair any damage,
including that to the property of a third party,
resulting from failure to comply with the
requirements of the Contract Documents or failure
to exercise reasonable care in performing the
Work. If Contractor fails or refuses to repair the
damage promptly, Owner may have the necessary
. work performed and charge the cost to Contractor.
B. Contractor shall only remove trees when
specifically authorized to do so, and shall protect
vegetation that will remain in place.
5.12 LAYOUT OF WORK
A. Contractor shall plan and layout the Work in
advance of operations so as to coordinate all work
without delay or revision.
B.
Contractor shall layout the Work from Owner-
established baselines and bench marks indicated on
the Drawings, and shall be responsible for all field
measurements in connection with the layout.
Contractor shall furnish, at its own expense, all
stakes, templates, platforms, equipment, tools,
materials, and labor required to layout any part of
the Work. Contractor shall be responsible for
executing the Work to the lines and grades that may
be established. Contractor shall be responsible for
maintaining or restoring all stakes and other marks
established.
GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION
5.13 MATERIAL AND EQUIPMENT
measure the amount of each utility used for the
. purpose of determining charges. Prior to the date
of Final Acceptance, Contractor shall remove all
temporary connections, distribution lines, meters,
and associated equipment and materials.
A. All equipment, material, and articles incorporated
into the Work shall be new and of the most suitable
grade for the purpose intended, unless otherwise
specifically provided in the Contract Documents.
References in the Specifications to equipment,
material, articles, or patented processes by trade
name, make, or catalog number, shall be regarded
as establishing a standard quality and shall not be
construed as limiting competition. Contractor may,
at its option, use any equipment, material, article,
or process that, in the judgment of AlE, is equal to
that named in the specifications, unless otherwise
specifically provided in the Contract Documents.
5.15 TESTS AND INSPECTION
A. Contractor shall maintain an adequate testing and
inspection program and perform such tests and
inspections as are necessary or required to ensure
that the Work conforms to the requirements of the
Contract Documents. Contractor shall be
responsible for inspection and quality surveillance
of all its Work and all Work performed by any
Subcontractor. Unless otherwise provided,
Contractor shall make arrangements for such tests,
inspections, and approvals with an independent
testing laboratory or entity acceptable to Owner, or
with the appropriate public authority, and shall bear
all related costs oftests, inspections, and approvals.
Contractor shall give Owner timely notice of when
and where tests and inspections are to be made.
Contractor shall maintain complete inspection
records and make them available to Owner.
B. Contractor shall do all cutting, fitting, or patching
that may be required to make its several parts fit
together properly, or receive or be received by
work of others set forth in, or reasonably implied
by, the Contract Documents. Contractor shall not
endanger any work by cutting, excavating, or
otherwise altering the Work and shall not cut or
alter the work of any other contractor unless
approved in advance by Owner.
C. Should any of the Work be found defective, or in
any way not in accordance with the Contract
Documents, this work, in whatever stage of
completion, may be rejected by Owner.
B. Owner may, at any reasonable time, conduct such
inspections and tests as it deems necessary to
ensure that the Work is in accordance with the
Contract Documents. Owner shall promptly notify
Contractor if an inspection or test'reveals that the
Work is not in accordance with the Contract
Documents. Unless the subject items are expressly
accepted by Owner, such Owner inspection and
tests are for the sole benefit of Owner and do not:
5.14 AVAILABILITY AND USE OF UTILITY
SERVICES
A.
Owner shall make all reasonable utilities available
to Contractor from existing outlets and supplies, as
specified in the Contract Documents. Unless
otherwise provided in the Contract Documents, the
utility service consumed shall be charged to or paid
for by Contractor at prevailing rates charged to
Owner or, where the utility is produced by Owner,
at reasonable rates determined by Owner.
Contractor will carefully conserve any utilities
furnished.
4. Relieve Contractor of its responsibility to
comply with the requirements of the Contract
Documents; or
1. Constitute or imply acceptance;
2. Relieve Contractor of responsibility for
providing adequate quality control measures;
3. Relieve Contractor of responsibility for risk of
loss or damage to the Work, materials, or
equipment;
B.
Contractor shall, at its expense and in a skillful
manner satisfactory to Owner, install and maintain
all necessary temporary connections and
distribution lines, together with appropriate
protective devices, and all meters required to
Part 5
5. Impair Owner's right to reject defective or
nonconforming items, or to avail itself of any
other remedy to which it may be entitled.
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00700 - page 18
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GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION
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C. Neither observations by an inspector retained by
Owner, the presence or absence of such inspector
on the site, nor inspections, tests, or approvals by
others, sha~ relieve Contractor from any
requirement of the Contract Documents, nor is any
such inspector authorized to change any term or
condition of the Contract Documents.
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D. Contractor shall promptly furnish, without
additional charge, all facilities, labor, material and
equipment reasonably needed for performing such
safe and convenient inspections and tests as may be
required by Owner. Owner may charge Contractor
any additional cost of inspection or testing when
Work is not ready at the time specified by
Contractor for inspection or testing, or when prior
rejection makes reinspection or retest necessary.
Owner shall perform its inspections and ~sts in a
manner that will cause no undue delay in the Work
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5.16 CORRECTION OF NONCONFORMING WORK
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A. If a portion of the Work is covered contrary to the
requirements in the Contract Documents, it must, if
required in writing by Owner, be uncovered for
Owner's observation and be replaced at the
Contractor's expense and without change in the
Contract Time.
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B. If, at any time prior to Final Completion, Owner
desires to examine the Work, or any portion of it,
which has been covered, Owner may request to see
such Work and it shall be uncovered by Contractor.
If such Work is in accordance with the Contract
Documents, the Contractor shall be entitled to an
adjustment in the Contract Sum for the costs of
uncovering and replacement, and, if completion of
the Work is thereby delayed, an adjustment in the
Contract Time, provided it makes a request therefor
as provided in part 7. If such Work is not in
accordance with the Contract Documents, the
Contractor shall pay the costs of examination and
reconstruction.
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C. Contractor shall promptly correct Work found by
Owner not to conform to the requirements of the
Contract Documents, whether observed before or
after Substantial Completion and whether or not
fabricated, installed, or completed. Contractor
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March 20,2003 .
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shall bear all costs of correcting such
nonconforming Work, including additional testing
and inspections. .
D. If, within one year after the date of Substantial
Completion of the Work or designated portion
thereof, or within one year after the date for
commencement of any system warranties
established under section 6.08, or within the terms
of any applicable special warranty required by the
Contract Documents, any of the Work is found to
be not in accordance with the requirements of the
Contract Documents, Contractor shall correct it
promptly after receipt of written notice from Owner
to do so. Owner shall give such notice promptly
after discovery of the condition. This period of one
year shall be extended, with respect to portions of
Work first performed after Substantial Completion,
by the period oftime between Substantial
Completion and the actual performance of the
Work. Contractor's duty to correct with respect to
Work repaired or replaced shall run for one year
from the date of repair or replacement. Obligations
under this paragraph shall survive Final
Acceptance.
E. Contractor shall remove from the Project site
portions of the Work which are not in accordance
with the requirements of the Contract Documents
and are neither corrected by Contractor nor
accepted by Owner.
F. If Contractor fails to correct nonconforming Work
within a reasonable time after written notice to do
so, Owner may replace, correct, or remove the
. nonconforming Work and charge the cost thereof to
the Contractor.
G. Contractor shall bear the cost of correcting
destroyed or damaged Work, whether completed or
partially completed, caused by Contractor's
correction or removal ofW ork which is not in
accordance with the requirements of the Contract
Documents.
H. Nothing contained in this section shall be construed
to establish a period oflimitation with respect to
other obligations which Contractor might have
according to the Contract Documents.
Establishment of the time period of one year as
described in paragraph 5.16D relates only to the
specific obligation of Contractor to correct the
Work, and has no relationship to the time within
which the Contractor's obligation to comply with
GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION
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enforced, including ilie time within which such
proceedings may be commenced.
I. If Owner prefers to accept Work which is not in
accordance wiili ilie requirements of ilie Contract
Documents, Owner may do so instead of requiring
its removal and correction, in which case ilie
Contract Sum may be reduced as appropriate and
equitable.
5.17 CLEANUP
Contractor shall at all times keep ilie Project site,
including hauling routes, infrastructures, utilities, and
storage areas, free from accumulations of waste materials.
Before completing ilie Work, Contractor shall remove
from ilie premises its rubbish, tools, scaffolding,
equipment, and materials. Upon completing the Work,
Contractor shall leave the Project site in a clean, neat, and
orderly condition satisfactory to Owner. If Contractor
fails to cleanup as provided herein, and after reasonable
notice from Owner, Owner may do so and the cost thereof
shall be charged to Contractor.
5.18 ACCESS TO WORK
Contractor shall provide Owner and NE access to the
Work in progress wherever located.
5.19 OTHER CONTRACTS
Owner may undertake or award other contracts for
additional work at or near the Project site. Contractor
shall reasonably cooperate with the other contractors and
with Owner's employees and shall carefully adapt
scheduling and perform the Work in accordance with
these Contract Documents to reasonably accommodate the
other work.
5.20 SUBCONTRACTORS AND SUPPLIERS
A. Before submitting the first Application for
Payment, Contractor shall furnish in writing to
Owner the names, addresses, and telephone
numbers of all Subcontractors, as well as suppliers
providing materials in excess of $2,500.
Contractor shall utilize Subcontractors and
suppliers which are experienced and qualified, and
Part 5
March20,2003
meet the requirements of the Contract Documents,
if any. Contractor shall not utilize any
Subcontractor or supplier to whom the Owner has a
reasonable objection, and shall obtain Owner's
written consent before making any substitutions or
additions.
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B. All Subcontracts must be in writing. By
appropriate written agreement, Contractor shall
require each Subcontractor, so far as applicable to
the Work to be performed by the Subcontractor, to
be bound to Contractor by terms of the Contract
Documents, and to assume toward Contractor all
the obligations and responsibilities which
Contractor assumes toward Owner in accordance
with the Contract Documents. Each Subcontract
shall preserve and protect the rights of Owner in
accordance with the Contract Documents with
respect to the Work to be performed by the
Subcontractor so that subcontracting thereof will
not prejudice such rights. Where appropriate,
Contractor shall require each Subcontractor to enter
into similar agreements with Sub-subcontractors.
However, nothing in this paragraph shall be
construed to alter the contractual relations between
Contractor and its Subcontractors with respect to
insurance or bonds.
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C. Contractor shall schedule, supervise, and
coordinate the operations of all Subcontractors. No
Subcontracting of any of the Work shall relieve
Contractor from its responsibility for the
performance of the Work in accordance with the
ContractDocuments or any other obligations of the
Contract Documents.
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D. Each subcontract agreement for a portion of the
Work is hereby assigned by Contractor to Owner
provided that:
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1. The assignment is effective only after
termination by Owner for cause pursuant to
section 9.01 and only for those Subcontracts
which Owner accepts by notifying the
Subcontractor in writing; and
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2. After the assignment is effective, Owner will
assume all future duties and obligations toward
the Subcontractor which Contractor assumed
in the Subcontract.
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3. The assignment is subject to the prior rights of
the surety, if any, obligated under any bond
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GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION
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provided in accordance with the Contract
Documents.
5.21 WARRANTY OF CONSTRUCTION
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A. In addition to' any special warranties provided
elsewhere in the Contract Documents, Contractor
warrants that all Work conforms to the
requirements of the Contract Documents and is free
of any defect in equipment, material, or design
furnished, or workmanship performed, by
Contractor.
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B. With respect to all warranties, express or implied,
for Work performed or materials furnished
according to the Contract Documents, Contractor
shall:
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1. Obtain all warranties that would be given in
normal commercial practice;
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2. Require all warranties to be executed, in
writing, for the benefit of Owner;
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3. Enforce all warranties for the benefit of
Owner, if directed by Owner; and
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4. Be responsible to enforce any subcontractor's,
manufacturer's, or supplier's warranty should
they extend beyond the period specified in the
Contract Documents.
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C. The obligations under this section shall survive
Final Acceptance.
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5.22 INDEMNIFICATION
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A. Contractor shall defend, indemnifY, and hold
OWner and AlE harmless from and against all
claims, demands, losses, damages, or costs,
including but not limited to damages arising out of
bodily injury or death to persons and damage to
property, caused by or resulting from:
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1. The sole negligence of Contractor or any of its
Subcontractors;
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2. The concurrent negligence of Contractor, or
any Subcontractor, but only to the extent of the
negligence of Contractor or such
Subcontractor; and
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March 20,2003
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3. . The use of any design, process, or equipment
which constitutes aD. infringement of any
United States patent presently issued, or
violates any other proprietary interest,
including copyright, trademark, and trade
secret.
B.
In any action against Owner and any other entity
indemnified in accordance with this section, by any
employee of Contractor, its Subcontractors, Sub-
subcontractors, agents, or anyone directly or
indirectly employed by any of them, the
indemnification obligation of this section shall not
be limited by a limit on the amount or type of
damages, compensation, or benefits payable by or
for Contractor or any Subcontractor under RCW
Title 51, the Industrial Insurance Act, or any other
employee benefit acts. In addition, Contractor
waives immunity as to Owner and AlE only, in
accordance with RCW Title 51.
GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION
PART 6 - PAYMENTS AND COMPLETION
6.01 CONTRACT SUM
Owner shall pay Contractor the Contract Sum for
performance of the Work, in accordance with the Contract
Documents. The Contract Sum shall include all taxes
imposed by law and properly chargeable to the Project,
including sales tax.
6.02 SCHEDULE OF VALUES
Before submitting its first Application for Payment,
Contractor shall submit to Owner for approval a
breakdown allocating the total Contract Sum to each
principle category of work, in such detail as requested by
Owner ("Schedule of Values"). The approved Schedule of
Values shall include appropriate amounts for
demobilization, record drawings, O&M manuals, and any .
other requirements for Project closeout, and shall be used
by Owner as the basis for progress payments. Payment
for Work shall be made only for and in accordance with
those items included in the Schedule of Values.
6.03 APPLICATION FOR PAYMENT
A. At monthly intervals, unless determined otherwise
by Owner, Contractor shall submit to Owner an
itemized Application for Payment for Work
completed in accordance with the Contract
Documents and the approved Schedule of V alues.
Each application shall be supported by such
substantiating data as Owner may require.
B.
By submitting an Application for Payment,
Contractor is certifying that all Subcontractors have
been paid, less earned retainage in accordance with
RCW 60.28.010, as their interests appeared in the
last preceding certificate of payment. By
submitting an Application for Payment, Contractor
is recertifying that the representations set forth in
section 1.03 are true and correct, to the best of
Contractor's knowledge, as of the date of the
Application for Payment.
C.
At the time it submits an Application for Payment,
Contractor shall analyze and reconcile, to the
satisfaction of Owner, the actual progress of the
Work with the Progress Schedule.
Part 6
March'20; 2603
D. If authorized by Owner, the Application for
Payment may include request for payment for
material delivered to the Project site and suitably
stored, or for completed preparatory work.
Payment may similarly be requested for material
stored off the Project site, provided Contractor
complies with or furnishes satisfactory evidence of
the following:
1. The material will be placed in a warehouse that
is structurally sound, dry, lighted and suitable
for the materials to be stored;
2. The warehouse is located within a 10-mile
radius of the Project. Other locations may be
utilized, if approved in writing, by Owner;
3. Only materials for the Project are stored within
the warehouse (or a secure portion of a
warehouse set aside for the Project);
4. Contractor furnishes Owner a certificate of
insurance extending Contractor's insurance
coverage for damage, fire, and theft to cover
the full value of all materials stored, or in
transit;
5. The warehouse (or secure portion thereof) is
continuously under lock and key, and only
Contractor's authorized personnel shall have
access;
6. Owner shall at all times have the right of
access in company of Contractor;
7. Contractor and its surety assume total .
responsibility for the stored materials; and
8. Contractor furnishes to Owner certified lists of
materials stored, bills oflading, invoices, and
other information as may be required, and shall
also furnish notice to Owner when materials
are moved from storage to the Project site.
6.04 PROGRESS PAYMENTS
A.
Owner shall make progress payments, in such
amounts as Owner determines are properly due,
within 30 days after receipt of a properly executed
Application for Payment. Owner shall notify
Contractor in accordance with RCW 39.76 if the
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GENERAL CONDITIONS FOR WASIllNGTON STATE FACILITY CONSTRUCTION
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Application for Payment does not comply with the
requirements of the Contract Documents.
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B. Owner shall retain 5% of the amount of each
progress payment unti145 days after Final
Acceptance and receipt of all documents required
by law or the Contract Documents, including, at
Owner's request, consent of surety to release of the
retainage. In accordance with RCW ~0.28,
Contractor may request that monies reserved be
retained in a fund by Owner, deposited by Owner
in a bank or savings and loan, or placed in escrow
with a bank or trust company to be converted into
bonds and securities to be held in escrow with
interest to be paid to Contractor. Owner may
permit Contractor to provide an appropriate bond
in lieu of the retained funds.
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C. Title to all Work and materials covered by a
progress payment shall pass to Owner at the time of
such payment free and clear of all liens, claims,
security interests, and encumbrances. Passage of
title shall not, however, relieve Contractor from any
of its duties and responsibilities for the Work or
materials, or waive any rights of Owner to insist on
full compliance by Contractor with the Contract
Documents.
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D. Payments due and unpaid in accordance with the
Contract Documents shall bear interest as
specified in RCW 39.76.
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6.05 PAYMENTS WITHHELD
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A. Owner may withhold or, on account of
subsequently discovered evidence, nullify the
whole or part of any payment to such extent as
may be necessary to protect Owner from loss or
damage for reasons including but not limited to:
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1. Work not in accordance with the Contract
Documents;
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2. Reasonable evidence that the Work required
by the Contract Documents cannot be
completed for the unpaid balance of the
Contract Sum;
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3. Work by Owner to correct defective Work or
complete th.' Work in accordance with section
5.17;
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March 20,2003
00700 - page 23
4. Failure to perform in accordance with the
Contract Documents; or
5. Cost or liability that may occur to Owner as
the result of Contractor's fault or negligent acts
or onnSSlOns.
B. In any case where part or all of a payment is going
to be withheld for unsatisfactory performance,
Owner shall notify Contractor in accordance with,
RCW 39.76.
6.06 RETAINAGE AND BOND CLAIM RIGHTS
RCW chapters 39.08 and 60.28, concerning the rights and
responsibilities of Contractor and Owner with regard to
the performance and payment bonds and retainage, are
made a part of the Contract Documents by reference as
though fully set forth herein.
6.07 SUBSTANTIAL COMPLETION
Substantial Completion is the stage in the progress of the
Work (or portion thereof designated and approved by
Owner) when the construction is sufficiently complete, in
accordance with the Contract Documents, so Owner can
fully occupy the Work (or the designated portion thereof)
for the use for which it is intended. All Work other than
incidental corrective or punch list work ~hall be
completed. Substantial Completion shall not have been
achieved if all systems and parts are not functional, if
utilities are not connected and operating normally, if all
required occupancy permits have not been issued, or if the
Work is not accessible by normal vehicular and pedestrian
traffic routes. The date Substantial Completion is
achieved shall be established in writing by Owner.
Contractor may request an early date of Substantial
Completion which must be approved by Change Order.
Owner's occupancy of the Work or designated portion
thereof does not necessarily indicate that Substantial
Completion has been achieved. .
6.08 PRIOR OCCUPANCY
A. Owner may, upon written notice thereof to
Contractor, take possession of or use any
completed or partially completed portion of the
Work ("Prior Occupancy") at any time prior to
Substantial Completion. Unless otherwise agreed
in writing, Prior Occupancy shall not: be deemed
an acceptance of any portion of the Work;
accelerate the time for any payment to Contractor;
GENERAL CONDITIONS FOR WASHINGTON STATE FACaITY CONSTRUCTION
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prejudice any rights of Owner provided by any
insurance, bond, guaranty, or the Contract
Documents; relieve Contractor of the risk ofloss or
any of the obligations established by the Contract
Documents; establish a date for termination or
partial termination of the assessment ofliquidated
damages; or constitute a waiver of claims.
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B. Notwithstanding anything in the preceding
paragraph, Owner shall be responsible for loss of or
damage to the Work resulting from Prior
Occupancy. Contractor's one year duty to repair
and any system warranties shall begin on building
systems activated and used by Owner as agreed in
writing by Owner and Contractor.
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6.09 FINAL COrvt:rLETION, ACCEPTANCE, AND
PAYMENT
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A. Final Completion shall be achieved when the
Work is fully and finally complete in accordance
with the Contract Documents. The date Final
Completion is achieved shall be established by
Owner in writing.
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B. Final Acceptance is the formal action of Owner
acknowledging Final Completion. Prior to Final
Acceptance, Contractor shall, in addition to all
other requirements in the Contract Documents,
submit to Owner a written notice of any
outstanding disputes or claims between Contractor
and any of its Subcontractors, including the
amounts and other details thereof. Neither Final
Acceptance, nor final payment, shall release
Contractor or its sureties from any obligations of
these Contract Documents or the Public Works
Bond, or constitute a waiver of any claims by
Owner arising from Contractor's failure to perform
the Work in accordance with the Contract
Documents.
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C. Acceptance of final payment by Contractor, or any
Subcontractor, shall constitute a waiver and
release to Owner of all claims by Contractor, or
any such Subcontractor, for an increase in the
Contract Sum or the Contract Time, and for every
act or omission of Owner relating to or arising out
of the Work, except for those Claims made in
accordance with the procedures, including the
time limits, set forth in part 8.
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GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION
PART 7 - CHANGES
7.01 CHANGE IN THE WORK
A. Owner may, at any time and without notice to
Contractor's surety, order additions, deletions,
revisions, or other changes in the.W ork. These
changes in the Work shall be incorporated into the
Contract Documents through the execution of
Change Orders. If any change in the Work ordered
by Owner causes an increase or decrease in the
Contract Sum or the Contract Time, an equitable
adjustment shall be made as provided in section
7.02 or 7.03, respectively, and such adjustment(s)
shall be incorporated into a Change Order.
B. If Owner desires to order a change in the Work, it
may request a written Change Order proposal from
Contractor. Contractor shall s.ubmit a Change Order
proposal within 14 days of the request from Owner,
or within such other period as mutually agreed.
Contractor's Change Order proposal shall be full
compensation for implementing the proposed
change in the Work, including any adjustment in
the Contract Sum or Contract Time, and including
compensation for all delays in connection with such
change in the Work and for any expense or
inconvenience, disruption of schedule, or loss of
efficiency or productivity occasioned by the change
in the Work.
C. Upon receipt of the Change Order proposal, or a
request for equitable adjustment in the Contract
Sum or Contract Time, or both, as provided in
sections 7.02 and 7.03, Owner may accept or
reject the proposal, request further documentation;
or negotiate acceptable terms with Contractor.
Pending agreement on the terms of the Change
Order, Owner may direct Contractor to proceed
immediately with the Change Order Work.
Contractor shall not proceed with any change in
the Work until it has obtained Owner's approval.
All Work done pursuant to any Owner-directed
change in the Work shall be executed in
accordance with the Contract Documents.
D.
If Owner and Contractor reach agreement on the
terms of any change in the Work, including any
adjustment in the Contract Sum or Contract Time,
such agreement shall be incorporated in a
Part 7
tv,farch 20, :Z003
ChangeOwer.TheChan~Owersh~constitute
full payment and final settlement of all claims for
time and for direct, indirect, and consequential
costs, including costs of delays, inconvenience,
disruption of schedule, or loss of efficiency or
productivity, related to any Work either covered
or affected by the Change Order, or related to the
events giving rise to the request for equitable
adjustment.
E. If Owner and Contractor are unable to reach
agreement on the terms of any change in the
Work, including any adjustment in the Contract
Sum or Contract Time, Contractor may at any
time in writing, request a final offer from Owner.
Owner shall provide Contractor with its written
response within 30 days of Contractor's request.
Owner may also provide Contractor with a :final
offer at any time. If Contractor rejects Owner's
final offer, or the parties are otherwise unable to
reach agreement, Contractor's only remedy shall
be to file a Claim as provided in part 8.
7.02 CHANGE IN THE CONTRACT.SUM
A. General Application
1. The Contract Sum shall only be changed by a
Change Order. Contractor shall include any
request for a change in the Contract Sum in its
Change Order proposal.
2. If the cost of Contractor's performance is
changed due to the fault or negligence of
Owner, or anyone for whose acts Owner is
responsible, Contractor shall be entitled to
make a request for an equitable adjustment in
the Contract Sum in accordance with the
following procedure. No change in the
Contract Sum shall be ~owed to the extent:
Contractor's changed cost of performance is
due to the fault or negligence of Contractor, or
anyone for whose acts Contractor is
responsible; the change is concurrently caused
by Contractor and Owner; or the change is
caused by an act of Force Majeure as defined
in Section 3.05.
a. A request for an equitable adjustment in
the Contract Sum shall be based on
written notice delivered to Owner within
7 days of the occurrence of the event
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GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION
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giving rise to the request. For purposes
of this part, "occurrence" means when
Contractor knew, or in its diligent
prosecution of the Work should have
known, of the event giving rise to the
request. If Contractor believes it is
entitled to an adjustment in the Contract
Sum, Contractor shall immediately notify
Owner and begin to keep and maintain
complete, accurate, and specific daily
records. Contractor shall give Owner
access to any such records and, if
requested shall promptly furnish copies
of such records to Owner.
b. Contractor shall not be entitled to any
adjustment in the Contract Sum for any
occurrence of events or costs that
occurred more than 7 days before
Contractor's written notice to Owner.
The written notice shall set forth, at a
minimum, a description of: the event
giving rise to the request for an equitable
adjustment in the Contract Sum; the
nature of the impacts to Contractor and
its Subcontractors of any tier, if any; and
to the extent possible the amount of the
adjustment in Contract Sum requested.
Failure to properly give such written
notice shall, to the extent Owner's
interests are prejudiced, constitute a
waiver of Contractor's right to an
equitable adjustment.
c. Within 30 days of the occurrence of the
event giving rise to the request, unless
Owner agrees in writing to allow an
additional period of time to ascertain
more accurate data, Contractor shall
supplement the written notice provided in
accordance with subparagraph a. above
with additional supporting data. Such
additional data shall include, at a
minimum: the amount of compensation
requested, itemized in accordance with
the procedure set forth herein; specific
facts, circumstances, and analysis that
confirms not only that Contractor
suffered the damages claimed, but that
the damages claimed were actually a
result of the act, event, or condition
complained of and that the Contract
Part 7
MaTCh 20~ 2003
00700 - page 26
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Documents provide entitlement to an
equitable adjustment to Contractor for
such act, event, or condition; and
documentation sufficiently detailed to
permit an infomied analysis of the
request by Owner. When the request for
compensation relates to a delay, or other
change in Contract Time, Contractor
shall demonstrate the impact on the
critical path, in accordance with section
7.03C. Failure to provide such
additional information and
documentation within the time allowed or
within the format required shall, to the
extent Owner's interests are-prejudiced, .
constitute a waiver of Contractor's right
to an eqUitable adjustment
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d. Pending final resolution of any request
made in accordance with this paragraph,
unless otherwise agreed in writing,
Contractor shall proceed diligently with
performance of the Work.
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e. Any requests by Contractor for an
equitable adjustment in the Contract Sum
and in the Contract Time that arise out of
the same event( s) shall be submitted
together.
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3. The value of any Work covered by a
Change Order, or of any request for an
equitable adjustment in the Contract
Sum, shall be determined by one of the
following methods:
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a. On the basis of a fixed price as
determined in paragraph 7.02E.
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b. By application of unit prices to the
quantities of the items involved as
determined in paragraph 7.02C.
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c. On the basis of time and material as
determined in paragraph 7.02D.
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4. When Owner has requested Contractor to
submit a Change Order proposal, Owner may
direct Contractor as to which'method in
subparagraph 3. above to use when submitting
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GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION
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its proposal. Otherwise, Contractor shall
determine the value of the Work, or of a
request for an equitable adjustment, on the
basis of the fixed price method.
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B.
Change Order Pricing -- Fixed Price
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When the fixed price method is used to determine
the value of any Work covered by a Change Order,
or of a request for an equitable adjustment in the
Contract Sum, the following procedures shall
apply:
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1. Contractor's Change Order proposal, or request
for adjustriJ.ent in the Contract Sum, shall be
accompanied by a complete itemization of the
costs, including labor, material, subcontractor
costs, and overhead and profit. The costs shall
be itemized in the manner set forth below, and
shall be submitted on breakdown sheets in a
form approved by Owner.
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2. All costs shall be calculated based upon
appropriate industry standard methods of
calculating labor, material quantities, and
equipment costs.
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3. If any of Contractor's pricing assumptions are
contingent upon anticipated" actions of Owner,
Contractor shall clearly state them in the
proposal or request for an equitable
adjustment.
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4. The cost of any additive or deductive changes
in the Work shall be calculated as set forth
below, except that overhead and profit shall
not be included on deductive changes in the
Work. Where a change in the Work involves
additive and deductive work by the same
Contractor or Subcontractor, small tools,
overhead, profit, bond and insurance markups
will apply to the net difference.
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5. If the total cost of the change in the Work or
request for equitable adjustment does not
exceed $1,000, Contractor shall not be
required to submit a breakdown if the
description of the change in the Work or
request for equitable adjustment is sufficiently
definitive for Owner to determine fair value.
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March 20, 2003
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6. If the total cost of the change in the Work or
request for equitable adjustment is between
$1,000 and $2,500, Contractor may submit a
breakdown in the following level of detail if
the description of the change in the Work or if
the request for equitable adjustment is
sufficiently definitive to permit the Owner to
determine fair value:
a. lump sum labor;
b. lump sum material;
c. lump sum equipment usage;
d. overhead and profit as set forth below; and
e. insurance and bond costs as set forth
below.
7. ,Any request for adjustment of Contract Sum
based upon the fixed price method shall
include only the following items:
a. \ Craft labor costs: These are the labor
costs determined by multiplying the
estimated or actual additional number of
craft hours needed to perform the change
in the Work by the hourly labor costs.
Craft hours should cover direct labor, as
well as indirect labor due to trade
inefficiencies. The hourly costs shall be
based on the following:
(1) Basic wages and benefits:
Hourly rates and bene tits as
stated on the Department of
Labor and Industries approved.
"statement of intent to pay
prevailing wages." Direct
supervision shall be a reasonable
percentage not to exceed 15% of
the cost of direct labor. No
supervision markup shall be
allowed for a working
supervisor's hours.
(2) Worker's insurance: Direct
contributions to the state of
Washington for industrial
insurance; medical aid; and
supplemental pension, by the
GENERAL CONDITIONS FOR WASIllNGTON STATE FACILITY CONSTRUCTION
class and rates established by the
Department of Labor and
Industries.
(3)
Federal insurance: Direct
contributions required by the
Federal Insurance Compensation
Act; Federal Unemployment Tax
Act; and the State Unemployment
Compensation Act.
(4)
Travel allowance: Travel
allowance and/or subsistence, if
applicable, not exceeding those
allowances established by
regional labor union agreements,
which are itemized and identifitld
separately.
(5) Safety: Cost incurred due to the
Washington Industrial Safety and
Health Act, which shall be a
reasonable percentage not to
exceed 2% of the sum of the.
amounts calculated in (1), (2),
and (3) above.
b. . Material costs: This is an itemization of
the quantity and cost of materials needed
to perform the change in the Work.
Material costs shall be developed first
from actual known costs, second from
supplier quotations or if these are not
available, from standard industry pricing
guides. Material costs shall consider all
available discounts. Freight costs, express
charges, or special delivery charges, shall
be itemized.
c. Equipment costs: This is an itemization of
the type of equipment and the estimated or
actual length of time the construction
equipment appropriate for the Work is or
will be used on the change in the Work.
Costs will be allowed for construction
equipment only if used solely for the
changed Work, or for additional rental
costs actually incurred by the Contractor.
Equipment charges shall be
e.
Part 7
March 20~ 20Q~
00700 - page 28
computed on the basis of actual invoice
costs or if owned, from the current edition
of one of the following sources:
(1)
Associated General Contractors -
Washington State Department of
Transportation (AGe WSDOT)
Equipment Rental Agreement;
1987 edition.
(2)
The state of Washington Utilities
and Transportation Commission
for trucks used on highways.
(3)
The National Electrical
Contractors Association for
equipment used on electrical
work.
(4) The Mechanical Contractors
Association of America for
equipment used on mechanical
work.
The Data Quest Rental Rate (Blue Book)
shall be used as a basis for establishing
rental rates of equipment not listed in the
above sources. The maximum rate for
standby equipment shall not exceed that
shown in the AGC WSDOT Equipment
Rental Agreement, 1987 edition.
d.
Allowance for small tools, expendables &
consumable supplies: Small tools consist
of tools which cost $250 or less and are
normally furnished by the performing
contractor. The maximum rate for small
tools shall not exceed the following:
(1) For Contractor, 3% of direct
labor costs.
(2) For Subcontractors, 5% of direct
labor costs.
Expendables a:fid consumable supplies directly
associated with the change in Work must be
itemized.
Subcontractor costs: This is defined as
payments Contractor makes to Subcontractors
for changed Work performed by
Subcontractors of any tier. The
Subcontractors' cost of Work shall be
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GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION
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calculated and itemized in the same manner as (d) For each Subcontractor, for any
prescribed herein for Contractor. Work performed by its
Subcontractor(s) of any lower
f. Allowance for overhead: This is defined as tier, 4% of the first $50,000 of
costs of any kind attributable to direct and the amount due the sub-
indirect delay, acceleration, or impact, added Subcontractor, and 2% of the
to the total cost to Owner of any change in the remaining amount if any.
Contract Sum but not to the cost of any change
in the Contract Time for which contractor has (e) The cost to which overhead is to
been compensated pursuant to the conditions be applied shall be determined in
set forth in Section 7.03. This allowance shall accordance with subparagraphs
compensate Contractor for all noncraft labor, a.-e. above.
temporary construction facilities, field
engineering, schedule updating, as-built (2). For projects where the Contract Award
drawings, home office cost, B&O taxes, office Amount is equal to or exceeds $3
engineering, estimating costs, additional million, the followillg shall apply:
overhead because of extended time, and any
other cost incidental to the change in the (a) For Contractor, for any Work
Work. It shall be strictly limited in all cases to actually performed by
a reasonable amount, mutually acceptable, or if Contractor's own forces,12% of
none can be agreed upon to an amount not to the first $50,000 of the cost, and
exceed the rates below: 4% of the remaining cost, ifany.
(b) For each Subcontractor
(1). For projects where the Contract Award (including lower tier
Amount is under $3 million, the following subcontractors), for any Work
shall apply: actually performed by its own
forces, 12% of the first $50,000
(a) For Contractor, for any Work of the cost, and.4% of the
actually performed by remaining cost, if any.
Contractor's own forces, 16% of
the first $50,000 of the cost, and (c) For Contractor, for any Work
4% of the remaining cost, ifany. performed by its
Subcontractor(s), 4% of the first
(b) For each Subcontractor $50,000 of the amount due each
(including lower tier Subcontractor, and 2% of the
subcontractors), for any Work ,. remaining amount if any.
actually performed by its own
forces, 16% of the first $50,000 (d) For each Subcontractor, for any
of the cost, and 4% of the Work performed by its
remaining cost, if any. Subcontractor(s) of any lower
tier, 4% of the first $50,000 of
(c) For Contractor, for any work the amount due the sub-
performed by its Subcontractor, and 2% of the
Subcontractor(s), 6% of the first remaining amount if any.
$50,000 of the amount due each
Subcontractor, and 4% of the (e) The cost to which overhead is to
remaining amount if any. be applied shall be determined in
accordance with subparagraphs
a.- e. above.
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Part 7
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g. Allowance for profit: This is an amount
to be added to the cost of any change in
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GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION
contract sum, but not to the cost of
change in Contract Time for which
contractor has been compensated
pursuant to the conditions set forth in
section 7.03. It shall be limited to a
reasonable amount, mutually acceptable,
or if none can be agreed upon, to an
amount not to exceed the rates below:
(1) For-Contractor or Subcontractor
of any tier for work performed by
their forces, 6% of the cost
developed in accordance with
7.02 b. 7a.- e. above.
(2)
For Contractor or Subcontractor
of any tier for work performed by
a subcontractor of a lower tier,
4% of the Subcontractor cost
developed in accordance with
7.02 b. 7a. - h.
h. Cost of change in insurance or bond
premium: This is defined as:
(1)
Contractor's liability insurance:
The cost of any changes in
Contractor's liability insurance
arising directly from execution of
the Change Order; and
(2)
Public works bond: The cost of
the additional premium for
Contractor's bond arising directly
from the changed Work.
The costs of any change in insurance or bond premium $
shall be added after overhead and allowance for profit are
calculated in accordance with subparagraph f and g.
above.
C.
Change Order Pricing -- Unit Prices
1.
Whenever Owner authorizes Contractor to perform
Work on a unit-price basis, Owner's authorization
shall clearly state:
a. Scope of work to be performed;
b. Type of reimbursement including pre-
agreed rates for material quantities; and
Part 7
Mm:ch 20;2003
00700 - page 30
c. Cost limit of reimbursement.
2. Contractor shall:
a. Cooperate with Owner and assist in
monitoring the Work being performed.
As requested by Owner, Contractor shall
identify workers assigned to the Change
Order Work and areas in which they are
working;
b. Leave access as appropriate for quantity
measurement; and
c. Not exceed any cost 1imit(s) without
Owner's prior written approval.
3. Contractor shall submit costs in accordance
with paragraph 7.02B. and satisfy the
following requirements:
a. Unit prices shall include reimbursement
for all direct and indirect costs of the
Work, including overhead and profit, and
bond and insurance costs; and
b. Quantities must be supported by field
measurement statements signed by Owner.
D.
Change Order Pricing -- Time-and-Material Prices
1. Whenever Owner authorizes Contractor to
perform Work on a time-and-materia1 basis,
Owner's authorization shall clearly state:
a. Scope of Work to be performed;
b. Type of reimbursement including pre-
agreed rates, if any, for material quantities
or labor; and
c. Cost limit of reimbursement.
2. Contractor shall:
a. Cooperate with Owner and assist in
monitoring the Work being performed.
As requested by Owner, identify workers
assigned to the Change Order Work and
areas in which they are working;
b. Identify on daily time sheets al11abor
performed in accordance with this
authorization. Submit copies of daily time
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GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION
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sheets within 2 working days for Owner's
review;
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c. Leave access as appropriate for quantity
measurement;
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d. Perform all Work in accordance with this
section as efficiently as possible; and
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e. Not exceed any cost limit(s) without
Owner's prior written approval.
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3. Contractor shall submit costs in accordance
with paragraph 7.02B and additional
verification supported by:
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a. Labor detailed on daily time sheets; and
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b. Invoices for material.
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7.03 CHANGE IN THE CONTRACT TIME
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A. The Contract Time shall only be changed by a
Change Order. Contractor shall include any request
for a change in the Contract Time in its Change
Order proposal.
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B. If the time of Contractor's performance is changed
due to an act of Force Majeure, or due to the fault
or negligence of Owner or anyone for whose acts
Owner is responsible, Contractor shall be entitled
to make a request for an equitable adjustrrient in the
Contract Time in accordance with the following
procedure. No adjustment in the Contract Time
shall be allowed to the extent Contractor's changed
time of performance is due to the fault or
negligence of Contractor, or anyone for whose acts
Contractor is responsible.
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1. A request for an equitable adjustment in the
Contract Time shall be based on written notice
delivered within 7 days of the occurrence of
the event giving rise to the request. If
Contractor believes it is entitled to adjustment
of Contract Time, Contractor shall
immediately notify Owner and begin to keep
and maintain complete, accurate, and specific
daily records. Contractor shall give Owner
access to any such record and if requested,
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Part 7
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March 20; 2003
00700 - page 3 I
shall promptly furnish copies of such record to
Owner.
2.
Contractor shall not be entitled to an
adjustment in the Contract Time for any events
that occurred more than 7 days before
Contractor's written notice to Owner. The
written notice shall set forth, at a minimum, a
description of: the event giving rise to the
request for an equitable adjustment in the
Contract Time; the nature of the impacts to
Contractor and its Subcontractors of any tier, if
any; and to the extent possible the amount of
the adjustment in Contract Time requested.
Failure to properly give such written notice
shall, to the extent Owner's interests are
prejudiced, constitute a waiver of Contractor's
right to an equitable adjustment.
3. Within 30 days of the occurrence of the event
giving rise to the request, unless Owner agrees
in writing to allow an additional period of time
to ascertain more accurate data, Contractor
shall supplement the written notice provided in
accordance with subparagraph 7.03B.2 with
additional supporting data. Such additional
data shall include, at a minimum: the amount
of delay claimed, itemized in accordance with
the procedure set forth herein; specific facts,
circumstances, and analysis that confirms not
only that Contractor suffered the delay
claimed, but that the delay claimed was
actually a result of the act, event, or condition
complained of, and that the Contract
Documents provide entitlement to an equitable
adjustment in Contract Time for such act,
event, or condition; and supporting
documentation sufficiently detailed to permit
an informed analysis of the request by Owner.
Failure to provide such additional information
and documentation within the time allowed or
within the format required shall, to the extent
Owner's interests are prejudiced, constitute a
waiver of Contractor's right to an equitable
adjustment.
4. Pending final resolution of any request in
accordance with this paragraph, unless
otherwise agreed in writing, Contractor shall
proceed diligently with performance of the
Work.
C.
Any change in the Contract Time covered by a
Change Order, or based on a request for an
GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION
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equitable adjustment in the Contract Time, shall be
limited to the change in the critical path of
Contractor's schedule attributable to the change of
Work or event(s) giving rise to the request for
equitable adjustment. Any Change Order proposal
or request for an adjustment in the Contract Time
shall demonstrate the impact on the critical path of
the schedule. Contractor shall be responsible for
showing clearly on the Progress Schedule that the
change or event: had a specific impact on the
critical path, and except in case of concurrent
delay, was the sole cause of stich impact; and could
not have been avoided by resequencing of the
Work or other reasonable alternatives.
D.
Contractor may request compensation for the cost
of a change in Contract Time in accordance with
this paragraph, 7.03D, subject to the following
conditions:
1. The change in Contract Time shall solely be
caused by the fault or negligence of Owner or
AlE;
2. Compensation under this paragraph is limited
to changes in Contract Time for which
Contractor is not entitled to be compensated
under section 7.02;
3. Contractor shall follow the procedure set forth
in paragraph 7.03B;
4. Contractor shall establish the extent of the
change in Contract Time in accordance with
paragraph 7.03C; and
5. The daily cost of any change in Contract Time
shall be limited to the items below, less funds
that may have been paid pursuant to a change
in the Contract Sum that contributed to this
change in ContractTime:
a. cost of nonproductive field supervision or
labor extended because of the delay;
b. cost of weekly meetings or similar
indirect activities extended because of the
delay;
c. cost of temporary facilities or equipment
rental extended because of the delay;
Part 7
March 20, 2003
00700 - page 32
d. cost of insurance extended because of the
delay;
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e. general and administrative overhead in
an amount to be agreed upon, but not to
exceed 3% of Contract Sum divided by
the Contract Time for each day of the
delay.
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GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION
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PART 8 - CLAIMS AND DISPUTE RESOLUTION
8.01 CLAIMS PROCEDURE
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A. If the parties fail to reach agreement on the terms of
any Change Order for Owner-directed Work as
provided in section 7.01, or on the resolution of
any request for an equitable adjus1ment in the
Contract Sum as provided:in section 7.02 or the
Contract Time as provided in section 7.03,
Contractor's only remedy shall be to file a Claim
with Owner as provided in this section.
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B. Contractor shall file its Claim within the earlier of:
120 days from Owner's final offer in accordance
with either paragraph 7.0lE or the date ofF:inal
Acceptance.
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C. The Claim shall be deemed to cover all changes in
cost and time (:including direct, indirect, impact,
and conSequential) to which Contractor may be
i entitled. It shall be fully substantiated and
documented. At a minimum, the Claim shall
contain the following information:
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1. A detailed factual statement of the Claim for
additional compensation and time, if any,
providing all necessary dates, locations, and
items ofW ork aff~cted by the Claim;
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2. The date on which facts arose which gave rise
to the Claim
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3. The name of each employee of Owner or AlE
knowledgeable about the Claim;
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4. The specific provisions of the Contract
Documents which support the Claim;
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5. The identification of any documents and the
substance of any oral communications that
support the Claim;
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6. Copies of any identified documents, other than
the Contract Documents, that support the
Claim;
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7. If an adjus1ment :in the Contract Time is
sought: the specific days and dates for which it
is sought; the specific reasons Contractor
believes an extension :in the Contract Time
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March 20~ 2003
00700 - page 33
Part 8
should be granted; and Contractor's analysis of
its Progress
Schedule to demonstrate the reason for the
extension :in Contract Time;
8. If an adjus1ment in the Contract Sum is sought,
the exact amount sought and a breakdown of
that amount into the categories set forth :in, and
:in the detail required by, section 7.02; and
9. A statement ceriliYing, under penalty of
petjury, that the Claim is made in good faith,
that the supporting cost and pricing data are
true and accurate to the best of Contractor's
knowledge and belief: that the Claim is fully
supported by the accompanying data, and that
the amount requested accurately reflects the
adjustment in the Contract Sum or Contract
Time for which Contractor believes Owner is
liable.
D.
After Contractor has submitted a fully documented
Claim that complies with all applicable provisions
of parts 7 and 8, Owner shall respond, :in writing, to
Contractor as follows:
1. If the Claim amount is less than $50,000, with
a decision within 60 days from the date the
Claim is received; or
2. If the Claim amount is $50,000 or more, with a
decision within 60 days from the date the
Claim is received, or with notice to Contractor
of the date by which it will render its decision.
Owner will then respond with a written
decision in such additional time.
E.
To assist in the review of Contractor's Claim,
Owner may visit the Project site, or request
additional information, in order to fully evaluate
the issues raised by the Claim. Contractor shall
proceed with performance of the Work pending
final resolution of any Claim. Owner's written
decision as set forth above shall be final and
conclusive as to all matters set forth in the Claim,
unless Contractor follows the procedure set forth :in
section 8.02.
F.
Any Claim of the Contractor against the Owner for
damages, additional compensation, or additional
time, shall be conclusively deemed to have been
GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION
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waived by the Contractor unless timely made in
accordance with the requirements of this section.
8.02 ARBITRATION
A. If Contractor disagrees with Owner's decision
rendered in accordance with paragraph 8.0ID,
Contractor shall provide Owner with a written
demand for arbitration. No demand for arbitration
of any such Claim shall be made later than 30 days
after the date of Owner's decision on such Claim;
failure to demand arbitration within said 30 day
period shall result in Owner's decision being final
and binding upon Contractor and its
Subcontractors.
B. Notice of the demand for arbitration shall be filed
with the American Arbitration Association (AAA),
with a copy provided to Owner. The parties shall
negotiate or mediate under the Voluntary
Construction Mediation Rilles of the AAA, or
mutually acceptable service, before seeking
arbitration in accordance with the Construction
Industry Arbitration Rules of AAA as follows:
1. Disputes involving $30,000 or less shall be
conducted in accordance with the Northwest
Region Expedited Commercial Arbitration
Rules; or
2. Disputes over $30,000 shall be conducted in
accordance with the Construction Industry
Arbitration Rilles of the AAA, unless the
parties agree to use the expedited rules.
C. All Claims arising out of the Work shall be
resolved by arbitration. The judgment upon the
arbitration award may be entered, or review of the
award may occur, in the superior court having
jurisdiction thereof. No independent legal action
relating to or arising from the Work shall be
maintained.
D. Claims between Owner and Contractor, Contractor
and its Subcontractors, Contractor and AlE, and
Owner and AlE shall, upon demand by Owner, be
submitted in the same arbitration or mediation.
E. If the parties resolve the Claim prior to arbitration
judgment, the terms of the resolution shall be
incorporated in a Change Order. The Change
Part 8
Mafch20~2003
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Order shall constitute full payment and final
settlement of the Claim, including all claims for
time and for direct, indirect, or consequential costs,
including costs of delays, inconvenience, disruption
of schedule, or loss of efficiency or productivity.
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8.03 CLAIMS AUDITS
A. All Claims filed against Owner shall be subject to
audit at any time following the filing of the Claim.
Failure of Contractor, or Subcontractors of any tier,
to maintain and retain sufficient records to allow
Owner to verify all or a portion of the Claim or to
permit Owner access to the books and records of
Contractor, or Subcontractors of any tier, shall
constitute a waiver of the Claim and shall bar any
recovery.
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B. In support of Owner audit of any Claim, Contractor
shall, upon request, promptly make available to
Owner the following documents:
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1. Daily time sheets and supervisor's daily
reports;
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2. Collective bargaining agreements;
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3. Insurance, welfare, and benefits records;
4. Payroll registers;
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5. Earnings records;
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6. Payroll tax forms;
7. Material invoices, requisitions, and delivery
.confirmations;
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8. Material cost distribution worksheet;
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9. Equipment records (list of company
equipment, rates, etc.);
10. Vendors', rental agencies', Subcontractors', and
agents' invoices;
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11. Contracts between Contractor and each of its
Subcontractors, and all lower-tier
Subcontractor contracts and supplier contracts;
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12. Subcontractors' and agents' payment
certificates;
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13. Cancelled checks (payroll and vendors);
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00700 - page 34
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GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION
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14. Job cost report, including monthly totals;
shall make a good faith effort to cooperate
with Owner's auditors.
15. Job payroll ledger;
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16. Planned resource loading schedules and
summanes;
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17. Generalledger;
18. Cash disbursements journal;
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19. Financial statements for all years reflecting the
operations on the Work. In addition, the
Owner may require, if it deems it appropriate,
additional financial statements for 3 years
preceding execution of the Work;
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20. Depreciation records on all company
equipment whether these records are
maintained by the company involved, its
accountant, or others;
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21. If a source other than depreciation Tecords is
used to develop costs for Contractor's internal
purposes in establishing the actual cost of
owning and operating equipment, all such
other source documents;
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22. All nonprivileged documents which relate to
each and every Claim together with all
documents which support the amount of any
adjustment in Contract Sum or Contract Time
sought by each Claim;
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23. Work sheets or software used to prepare the
Claim establishing the cost components for
items of the Claim including but not limited to
labor, benefits and insurance, materials,
equipment, Subcontractors, all documents
which establish the time periods, individuals
involved, the hours for the individuals, and the
rates for the individuals; and
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24. Work sheets, software, and all other
documents used by Contractor to prepare its
bid.
C.
The audit may be performed by employees of
Owner or a representative of Owner.
Contractor, and its Subcontractors, shall
provide adequate facilities acceptable to
Owner, for the audit during normal business
hours. Contractor, and all Subcontractors,
Part 8
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March~Oi2003
00700 - page 35
GENERAL CONDITIONS.FOR WASHINGTON STATE FACILITY CONSTRUCTION
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PART 9 - TERMINATION OF THE WORK
9.01 TERMINATION BY OWNER FOR CAUSE
A.
Owner may, upon 7 days wiitten notice to
Contractor and to its surety, terminate (without
prejudice to any right or remedy of Owner) the
Work, or any part of it, for cause upon the
occurrence of anyone or more of the following
events:
1. Contractor fails to prosecute the Work or any
portion thereof with sufficient diligence to
ensure Substantial Completion of the Work
within the Contract Time;
2. Contractor is adjudged bankrupt, makes a
general assignment for the benefit of its
creditors, or a receiver is appointed on account
of its insolvency;
3. Contractor fails in a material way to replace or
correct Work not in conformance with the
Contract Documents;
4. Contractor repeatedly fails to supply skilled
workers or proper materials or equipment;
5. Contractor repeatedly fails to make prompt
payment due to Subcontractors or for labor;
6. Contractor materially disregards or fails to
comply with laws, ordinances, rules,
regulations, or orders of any public authority
havingjurlsdiction;or
7. Contractor is otherwise in material breach of
any provision of the Contract Documents.
B.
Upon termination, Owner may at its option:
1. Take possession of the Project site c:md take
possession of or use all materials, equipment,
tools, and construction equipment and
machinery thereon owned by Contractor to
maintain the orderly progress of, and to finish,
the Work;
2. Accept assignment of subcontracts pursuant to
section 5.21; and
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Part 9
3. Finish the Work by whatever other reasonable
method it deems expedient.
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C. Owner's rights aild duties upon termination are
subject to the prior rights and duties of the surety, if
any, obligated under any bond provided in
accordance with the Contract Documents.
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D. When Owner terminates the Work in accordance
with this section, Contractor shall take the actions
set forth in paragraph 9.02B, and shall not be
entitled to receive further payment until the Work
is accepted.
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E. If the unpaid balance of the Contract Sum exceeds
the cost of finishing the Work, including
compensation for AlE's services and expenses
made necessary thereby and any other extra costs
or damages incurred by Owner in completing the
Work, or as a result of Contractor's actions, such
excess shall be paid to Contractor. If such costs
exceed the unpaid balance, Contractor shall pay the
difference to Owner. These obligations for
payment shall survive termination.
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F. Termination of the Work in accordance with this
section shall not relieve Contractor or its surety of
any responsibilities for Work performed.
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G. If Owner terminates Contractor for cause, and it is
later determined that none of the circumstances set
forth in paragraph 9.01 A exist, then such
termination shall be deemed a termination for
convenience pursuant to section 9.02.
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9.02 TERMINATION BY OWNER FOR
CONVENIENCE
A. Owner may, upon written notice, terminate (without
prejudice to any right or remedy of Owner) the
Work, or any part of it, for the convenience of
Owner.
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B. Unless Owner directs otherwise, after receipt of a
written notice of termination for either cause or
convenience, Contractor shall promptly:
1. Stop performing Work on the date and as
specified in the notice oftermination;
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2. Place no further orders or subcontracts for
materials, equipment, services or facilities,
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March ;W~2003
00700 - page 36
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GENERAL CONDITIONS FOR WASHINGTON STATE FACILITY CONSTRUCTION
except as may be necessary for completion of
such portion of the Work as is not terminated;
3. Cancel all orders and subcontracts, upon terms
acceptable to Owner, to the extent that they
relate to the performance of Work terminated;
4. Assign to Owner all of the right, title, and
interest of Contractor in all orders and
subcontracts;
5. Take such action as may be necessary or as
directed by Owner to preserve and protect the
Work, Project site, and any other property
related to this Project in the possession of
Contractor in which Owner has an interest; and
6. Continue performance only to the extent not
terminated.
C.
If Owner terminates the Work or any portion
thereof for convenience, Contractor shall be
entitled to make a request for an equitable
adjustment for its reasonable direct costs incurred
prior to the effective date of the termination, plus a
reasonable allowance for overhead and profit on
Work performed prior to termination, plus the
reasonable administrative costs of the termination,
but shall not be entitled to any other costs or
damages, whatsoever, provided however, the total
sum payable upon termination shall not exceed the
Contract Sum reduced by prior payments.
Contractor shall be required to make its request in
accordance with the provisions of part 7.
D.
If Owner terminates the Work or any portion
thereof for convenience, the Contract Time shall be
adjusted as determined by Owner.
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Part 9
March 20; 2603
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00700 - page 37
GENERAL CONDITIONS FOR WASIllNGTON STATE FACILITY CONSTRUCTION
PART 10 - MISCELLANEOUS PROVISIONS
10.01 GOVERNING LAW
The Contract Documents and the rights of the parties
herein shall be governed by the laws of the state of
Washington. Venue shall be in the county in which
Owner's principal place of business is located, unless
otherwise specified. .
10.02 SUCCESSORS AND ASSIGNS
Owner and Contractor respectively bind themselves, their
partners, successors, assigns, and legal representatives to
the other party hereto and to partners, successors, assigns,
and legal representatives of such other party in respect to
covenants, agreements, and obligations contained in the
Contract Documents. Neither party shall assign the Work
without written consent of the other, except that
Contractor may assign the Work for security purposes, to
a bank or lending institution authorized to do business in
the state of Washington. If either party attempts to make
such an assignment without such consent, that party shall
nevertheless remain legally responsible for all obligations
set forth in the Contract Documents.
10.03 MEANING OF WORDS
Unless otherwise stated in the Contract Documents, words
which have well-known technical or construction industry
meanings are used in the Contract Documents in
accordance with such recognized meanings. Reference to
standard specifications, manuals, or codes of any technical
society, organization, or association, or to the code of any
governmental authority, whether such reference be
specific or by implication, shall be to the latest standard
specification, manual, or code in effect on the date for
submission of bids, except as may be otherwise
specifically stated. Wherever in these Drawings and
Specifications an article, device, or piece of equipment is
referred to in the singular manner, such reference shall
apply to as many such 'articles as are shown on the
drawings, or required to complete the installation.
10.04 RIGHTS AND REMEDIES
No action or failure to act by Owner or NE shall
constitute a waiver of a right or duty afforded them under
the Contract Documents, nor shall such action or failure
Part 10
March 20; 2003
to act constitute approval of an acquiescence in a breach
therein, except as may be specifically agreed in writing.
10.05 CONTRACTOR REGISTRATION
Pursuant to RCW 39.06, Contractor shall be registered or
licensed as required by the laws of the State of
Washington, including but not limited to RCW 18.27.
10.06 TIME COMPUTATIONS
When computing any period of time, the day of the event
from which the period oftime begins shall not be counted.
The last day is counted unless it falls on a weekend or
legal holiday, in which event the period runs until the end
of the next day that is not a weekend or holiday. When
the period of time allowed is less than 7 days,
intermediate Saturdays, Sundays, and legal holidays are
excluded from the computation.
10.07 RECORDS RETENTION
The wage, payroll, and cost records of Contractor, and its
Subcontractors, and all records subject to audit in
accordance with section 8.03, shall be retained for a
period of not less than 6 years after the date of Final
Acceptance.
10.08 THIRD-PARTY AGREEMENTS
The Contract Documents shall not be construed to create a
contractual relationship of any kind between: NE and
Contractor; Owner and any Subcontractor; or any persons
other than Owner and Contractor.
10.09 ANTITRUST ASSIGNMENT
Owner and Contractor recognize that in actual economic
practice, overcharges resulting from antitrust violations
are in fact usually borne by the purchaser. Therefore,
Contractor hereby assigns to Owner any and all claims for
such overcharges as to goods, materials, and equipment
purchased in connection with the Work performed in
'accordance with the Contract Documents, except as to
overcharges which result from antitrust violations
commencing after the Contract Sum is established and
which are not passed on to Owner under a Change Order.
Contractor shall put a similar clause in its Subcontracts,
and require a similar clause in its sub-Subcontracts, such
that all claims for such overcharges on the Work are
passed to Owner by Contractor.
00700 - page 38
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2.02
SUPPLEMENTAL CONDITIONS
FOR WASHINGTON STATE FACILITIES CONSTRUCTION
(Paragraphs keyed to the State's General Conditions)
Replaces Section 2.02 - COVERAGE LIMITS INSURANCE COVERAGE CERTIFICATES
A. Insurance Coverage Certificates
The Contractor shall furnish acceptable proof of insurance coverage on the State of
Washington Certificate of Insurance form SF500A, dated 07/02/92.
B. Required Coverages
1. For a contract less than $100,000.00, the coverage required is:
a. Public, Liability Insurance - The Contractor shall at all times during the term of
this contract, at its cost and expense, carry and maintain general public liability
insurance, including contractual liability, against claims for bodily injury, personal
injury, death or property damage occurring or arising out of services provided
under this contract. This insurance shall cover claims caused by any act, omission,
or negligence of the Contractor or its officers, agents, representatives, assigns or
servants. The limits of liability insurance, which may be increased as deemed
necessary by the contracting parties, shall be:
Each Occurrence
General Aggregate Limits
(other than products - commercial operations)
Products - Commercial Operations Limit
Personal and Advertising Injury Limit
Fire Damage Limit (anyone fire)
Medical Expense Limit (anyone person)
$1,000,000.00
$1,000,000.00
$1,000,000.00
$1,000,000.00
$50,000.00
$5,000.00
b. If the contract is for underground utility work, then the Contractor shall provide
proof of insurance for that above in the form of Explosion, Collapse and
Underground (XCV) coverage.
c. Employers Liability on an occurrence basis III an amount not less than
$1 ,000,000.00 ,per occurrence.
2. For contracts over $100,000.00 but less than $5,000,000.00 the contractor shall obtain
the coverage limits as listed for contracts below $100,000.00 and General Aggregate
and Products - Commercial Operations Limit of not less than $2,000,000.00.
3. Coverage for Comprehensive General Bodily Injury Liability Insurance for a contract
over $5,000,000.00 is:
Supplement~~90nditions_m
Pa e 1 of9 - AtDflS' 2004
g ,p", "'",
Each Occurrence
General Aggregate Limits
(other than products - commercial operations)
Products - Commercial Operations limit
Personal and Advertising Injury Limit
Fire Damage Limit (anyone fire)
Medical Expense Limit (anyone Person)
$2,500,000.00
$5,000,000.00
$5,000,000.00
$2,500,000.00
$50,000.00
$5,000.00
4. For all Contracts - Automobile Liability: in the event that services delivered pursuant
to this contract involve the use of vehicles or the transportation of clients, automobile
liability insurance shall be required. If Contractor-owned personal vehicles are used, a
Business Automobile Policy covering at a minimum Code 2 "owned autos only" must
be secured. If Contractor employee's vehicles are used, the Contractor must also
include under the Business Automobile Policy Code 9, coverage for non-owned autos.
The minimum limits for automobile liability is: $1,000,000.00 per occurrence, using a
combined single limit for bodily injury and property damage.
5. For Contracts for Hazardous Substance Removal (Asbestos Abatement, PCB
Abatement, etc.)
a. In addition to providing insurance coverage for the project as outlined above, the
Contractor shall provide Environmental Impairment Liability insurance for the
hazardous substance removal as follows:
EACH OCCURRENCE
$500,000.00
AGGREGATE
$1,000,000.00
or $1,000,000.00 each occurrence/aggregate bodily injury and property damage
combined single limit.
1) Insurance certificate must state that the insurer is covering hazardous substance
removal.
2) Should this insurance be secured on a "claims made" basis, the coverage must
be continuously maintained for one year following the project's "final
completion" through official completion of the project, plus one year
following.
,b. For Contracts where hazardous substance removal is a subcomponent of contracted
work, the general contractor shall provide to the Owner a certificate of insurance
for coverage as defined in Sa. above. The State of Washington must be listed as an
additional insured. This certificate of insurance must be provided to the Owner
prior to commencing work.
2.04
AlA Payment Bond and Performance Bond fonus A312 are required by'the Owner for the
. work of this contract. These forms must be obtained from the Contractor's bonding company.
The Payment Bond shall cover payment to laborers and mechanics, including payments to
Supplemen~ Con~itions
Page 2 of9 - 4priL15,2ot)4
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Employee Benefit Funds, and payments to. subcontractors, material suppliers, and persons
who shall supply such person or' persons, or subcontractors with materials and supplies.
2.06 Builder's Risk - Add the following at the end of paragraph 2.06 A: "For projects not
involving New Building Construction, 'Installation Floater' is an acceptable substitute for the
B~ilder's Risk Insurance."
3.02 Replaces Section 3.02 B - CONSTRUCTION SCHEDULE
B. The Progress Schedule shall be in the form of a Critical Path Method (CPM) logic
network or, with the approval of the Owner, a bar chart schedule may be submitted. The
scheduling of construction is the responsibility of the Contractor and is included in the
contract ~o assure adequate planning and execution of the work. The schedule will be
used to evaluate progress of the work for payment based on the Schedule of Values. The
schedule shall show the Contractor's planned order and interdependence of activities, and
sequence of work. As a minimum the schedule shall include:
. Date of Notice to Proceed;
· Activities (resources, durations, individual responsible for activity, early starts, late
starts, early finishes, late finishes, etc.);
. Utility Shutdowns;
· Interrelationships and dependence of activities;
. Planned vs. actual status for each activity;
· Substantial completion;
. Punch list;
. Final inspection;
. Final completion, and
. Float time
The Schedule Duration shall be based on the Contract Time of Completion listed on the
Bid Proposal form. The Owner shall not be obligated to accept any Early Completion
Schedule suggested by the Contractor. The Contract Time for Completion shall establish
the Schedule Completion Date.
If the Contractor feels that the work can be completed in less than the Specified Contract
Time, then the Surplus Time shall be considered Project Float. This Float time shall be
shown on the Project Schedule. It shall be available to accommodate changes in the work
and unforeseen conditions.
Neither the Contractor nor the Owner have exclusive right to this Float Time. It belongs
to the project.
3.06 Replaces Section 3.05 A.6 - DELAY
Unusually severe weather, in excess of weather conditions experienced within the area any
time in the preceding ten years:
SupplementalgondjtiollS
Page 3 of9 - Apij115';2()Q4
A. Monthly rainfall in excess of the highest monthly rainfall experienced for the same month.
B. Annual rainfall in excess of the highest annual rainfall experienced.
C. Monthly snowfall in excess of the highest monthly snowfall experienced for the same
month.
D. Annual snowfall in excess of the highest.annual snowfall experienced.
E. Average high temperatures, for the summer months, in excess of the highest temperatures
experienced.
F . Average low temperatures for the winter months, lower than the lowest average
temperatures experienced. .
5.02 Replace Section 5.02 B - PERMITS. FEES AND NOTICES
B. The actual cost of the general building permit (only) and the public utility hook-up fees
will be a direct reimbursement to the Contractor or paid directly to the permitting agency
by the Owner. Fees for these permits should not be included by the Contractor in his
bid amount
Add New Section 5.02 D - PERMITS. FEES. AND NOTICES
D. The General Contractor Shall submit copies of each valid permit required on the project to
the Owner's representative. Nothing in this part shall be construed as imposing a duty
upon the Owner or AlE to secure permits.
5.04 Add New Paragraph F - PREVAILING WAGES
Copies of approved Intents to Pay Prevailing Wages for the Contractor and all subcontractors
shall be submitted with the Contractor's first application for payment. As additional
subcontractors perform work on the project, their approved Intent forms shall be submitted
with the Contractor's next application for payment.
The Contractor and all subcontractors shall promptly submit to the Owner certified payroll
copies if requested.
5.07 Replaces 5.07, Section A - SAFETY PRECAUTIONS
A. In performing this contract, the Contractor shalf provide for protecting the lives and health
of employees and other persons; preventing damage to property, materials, supplies, and
equipment; and avoid work interruptions. For these purposes, the Contractor shall:
1. Follow Washington Industrial Safety and Health Act (WISHA) regional directives and
provide a site-specific safety program that will require an accident prevention and
hazard analysis plan for the contractor and each subcontractor on the work site. The
Contractor shall submit a site-specific safety plan to the Owner's representative prior
to the initial scheduled construction meeting.
Supplement(ll.ggp:di~ions . .
Page 4 of 9 - ApTIl 15, 2004
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2. Provide adequate safety devices and measures including, but not limited to, the
appropriate safety literature, notice, training, permits, placement and use of barricades,
signs, signal lights, ladders, scaffolding, staging, runways, hoist, construction
elevators, shoring, temporary lighting, grounded outlets, wiring, hazardous materials,
vehicles, construction processes, and equipment required by Chapter 19.27 RCW,
State Building Code (Uniform Building, Electrical, Mechanical, Fire, and Plumbing
Codes); Chapter 212-12 WAC, Fire Marshal Standards, Chapter 49.17 RCW, WISHA;
Chapter 296-155 WAC, Safety Standards for Construction Work; Chapter 296-65
WAC; WISHA Asbestos Standard; WAC 296-62-071, Respirator Standard; WAC
296-62, General Occupation Health Standards, WAC 296-24, General Safety and
Health Standards, WAC 296-24, General Safety and Health Standards, Chapter 49.70
RCW, and Right to Know Act.
3. Comply with the State Environmental Policy Act (SEP A), Clean Air Act, Shoreline
Management Act, and other applicable federal, state, and local statutes and regulations
dealing with the prevention of envirov_mental pollution and the preservation of public
natural resources.
4. Post all permits, notices, and/or approvals in a conspicuous location at the construction
site.
5. Provide any additional measures that the Owner determines to be reasonable and
necessary for ensuring a safe environment in areas open to the public. Nothing in this
part shall be construed as imposing a duty upon the Owner or NE to prescribe safety
conditions relating to employees, public, or agents of the Contractors.
5.20 Replace Paragraph A - SUBCONTRACTORS AND SUPPLIERS
A. Prior to submitting the third Application for Payment, Contractor shall furnish in writing
to Owner on Owner provided forme s) the names, addresses, telephone numbers, and Tax
Identification Numbers (TIN) of all subcontractors, as well as suppliers providing
materials in excess of $2,500.00. The Contractor shall designate all subcontractor and
supplier participants which they believe to be MBE or WBE owned businesses, or have
identified themselves to the Contractor as MBE or WBE, or are Washington State
OMWBE certified. The Contractor shall indicate the anticipated dollar value of each
MWBE subcontract Contractor shall utilize subcontractors and suppliers, which are
experienced and qualified, and meet the requirements of the Contract Documents, if any.
Contractor' shall not utilize any subcontractor or supplier to whom the Owner has a
reasonable objection, and shall obtain Owner's written consent before making any
substitutions or additions.
7.01 Add Paragraph F - CHANGE IN THE WORK
F. 1. The Field Authorization (FA) is executed as a directive to proceed with work when the
processing time for an approved change order would impact the project.
Supplemental Co~diti()Ils
Page 5 of9 - J\prilJS;t,2004
SupplementaIC~?ditions
Page 6 of 9 - April'~$;~004
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2. A scope of work must be defined, a maximum not to exceed cost agreed upon, and any
estimated modification to the' contract completion time determined. The method of
final cost verification must be noted and supporting cost data must be submitted in
accordance with the requirements of Part 7 of the General Conditions. Upon
satisfactory submittal and approval of supporting cost data, the completed FA will be
. processed into a change order. No payment will be made to the Contractor for FA
work until that FA is converted to a Change Order.
10.10 Add Part 10.10 - MINORITY AND WOMEN'S BUSINESS ENTERPRISES (MWBE)
P ARTICIP A TION
In Accordance with the legislative findings and policies set forth in Chapter 39.19 RCW the
State of Washington encourages participation in all of its contracts by MWBE firms certified by
the Office of Minority and Women's Business Enterprises (OMWBE). Participation may be
either on a direct basis in response to this solicitation or as a subcontractor to a Bidder. Any
affirmative action requirements set forth in federal regulations or statutes included or referenced
in the contract documents will apply. Bidders may contact OMWBE to obtain information on
certified firms for potential subcontractors/suppliers.
A. When referred to in this Contract, the terms Minority Business Enterprise (MBE) and
Women's Business Enterprise (WEE) will be as defined by OMWBE, WAC 326-02-030.
B. The OMWBE has compiled a directory of certified firms. Copies of this directory may be
obtained through the OMWBE. For information regarding the certification process or the
certification status of a particular firm, contact:
The OMWBE, 406 South Water, P.O. Box 41160, Olympia, Washington 98504-1160,
telephone (360) 753-9693.
C. Eligible MWBEs or MIW firms
MWBE firms utilized for this project for voluntary MWBE goals may be certified by
Washington State OMWBE or self identified as minority or women owned (MIW firm).
D. MWBE Voluntary Goals
The Owner has established voluntary goals for MWBE participation for this project. The
voluntary goals are set forth in the Advertisement for Bids.
E. If any part of the contract, including the supply of materials and equipment, is anticipated to
be subcontracted, then prior to receipt of the first payment, Contractor shall submit, pursuant
to Section 5.20 A, a list of all subcontractors/suppliers it intends to use, designate whether
any of the subcontractors/suppliers are MWBE firms, indicate the anticipated dollar value of
each MWBE subcontract, and provide Tax Identification Number (TIN).
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F. If any part of the contract; including the supply of materials and equipment is actually
subcontracted during completion of the work, then prior to final acceptance or completion of
the contract or as otherwise indicated in the contract documents, the Contractor shall submit
a statement of participation indicating what MWBEs were used and the dollar value of their
subcontracts.
G. The provisions of this section are not intended to replace or otherwise change the
requirements ofRCW 39.30.060. If said statute is applicable to this contract then the failure
to comply with RCW 39.30.060 will still render a bid non-responsive.
H. The Contractor shall maintain, for at least three years after completion of this contract,
relevant records and information necessary to document the level of utilization of MWBEs
and other businesses as subcontractors and suppliers in this contract, as well as any efforts
the Contractor makes to increase the participation of MWBEs as listed in section I below.
The Contractor shall also maintain, for at least three years after completion of this contract, a
record of all quotes, bids, estimates, or proposals submitted to the Contractor by all
businesses seeking to participate as subcontractors or suppliers in this contract. The state
shall have the right to inspect and copy 'Such records. If this contract involves federal funds,
Contractor shall comply with all record keeping requirements set forth in any federal rules,
regulations or statutes included or referenced in the contract documents.
I. Bidders shall advertise opportunities for subcontractors or suppliers in a manner reasonably
designed to provide MWBEs capable of performing the work with timely notice of such
opportunities, and all advertisements shall include a provision encouraging participation by
MWBE firms. Advertising may be done through general advertisements (e.g. newspapers,
journals, etc.) or by soliciting bids directly from MWBEs. Bidders shall provide MWBEs
that express interest with adequate and timely information about plans, specifications, and
requirements of the contract.
J. Contractors shall not create barriers to open and fair opportunities for all businesses
including MWBEs to participate in all State contracts and to obtain or compete for contracts
and subcontracts as sources of supplies, equipment, construction and services. In considering
offers from and doing business with subcontractors and suppliers, the Contractor shall not
discriminate on the basis of race, color, creed, religion, sex, age, nationality, marital status, or
the presence of any mental or physical disability in an otherwise qualified disabled person.
K. Any violation of the mandatory requirements of this part of the contract shall be a material
breach of contract for which the Contractor may be subject to a requirement of specific
performance, or damages and sanctions provided by contract, by RCW 39.19.090, or by other
applicable laws. '
Supplemental. Co~~iti<:>.ns
Page 7 of 9 - .Ap1j1;JS,Z'004
10.11 MINIMUM LEVELS OF APPRENTICESHIP PARTICIPATION
In accordance with Executive Order 00-01 the State of Washington may require
apprenticeship participation for projects of a certain cost. The bid advertisement and Bid
Proposal form shall establish the minimum percentage of apprentice labor hours as compared
to the total labor hours.
A. Voluntary workforce diversity goals have been established for the apprentice hours.
These goals are that one-fifth (1/5) of the apprentice hours be performed by minorities,
and one-sixth (1/6) ofthe apprentice hours be performed by women.
B. Apprentice participation, under this contract, may be counted towards the required
percentage (%) only if the apprentices are from an apprenticeship program registered and
approved by the Washington State Apprenticeship and Training Council (RCW 49.04 and
WAC 296-04).
C. Bidders may contact the Department of Labor and Industries, Specialty Compliance
Services Division, Apprenticeship Section, P.O. Box 44530, Olympia, W A 98504-4530
by phone at (360) 902-5320, and e-mail at thum235@lni.wa.gov , to obtain information on
available apprenticeship programs. .
D. For each project that has apprentice requirements, the contractor shall submit a
"Statement of Apprentice/Journeyman Participation" on forms provided by the
Department of General Administration, with every request for progress payment. The
Contractor shall submit consolidated and cumulative data collected by the Contractor and
collected from all subcontractors by the Contractor. The data to be collected and
submitted includes the following:
1. Contractor name and address
2. Contract number
3. Project name
4. Contract value
5.. Reporting period "Notice to Proceed" through "Invoicing Date"
6. Craft/trade/occupation of all (contractor and subcontractor trades working
on the project) apprentices and journeymen
7. Total number of apprentices and total number of hours worked by
apprentices, both categorized by gender and ethnicity
8. Total number of journeymen and total number of hours worked by
journeymen, both categorized by gender and ethnicity
9. Cumulative combined total of apprentice and journeymen labor hours.
10. Total percentage of apprentice hours worked
E. No changes to the required percentage (%) of apprentice participation shall be allowed
without written approval of the Owner. In any request for the change the Contractor shall
clearly demonstrate a good faith effort to comply with the requirements for apprentice
participation.
Supplemental C01?:~itions
Page 8 of9 - AptjI 1'5,2004
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F. Any substantive violation of the mandatory requirements of this part of the contract may
be a material breach of the contract by the Contractor. The Owner may withhold payment
pursuant to Part 6.05, stop the work for cause pursuant to Part 3.04, and terminate the
contract for cause pursuant to Part 9.01.
SupplementalConditionslWORDHOLD
Supplemental Conditions
~"'ll-- --,', ':":,' "" ";'; i::i, "'.
Page 9 of9 - APtilJ5, 2001
o
Contractor's Experience on
Projects of Similar Size and
Complexity
o
Experience of Superintendent
o Experience of Project Manager
Division 00
Responsibility Criteria
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Minimum (5) years experience managing similar projects.
Submit resume and references of the person proposed by
the bidder to superintend the work. This person shall have
managed projects of similar complexity and similar size,
and successfully completed the project(s) within the last
five (5) years.
Submit resume and references of the person proposed by
the bidder to manage the project. This person shall have
managed projects of similar complexity and similar size,
and successfully completed the project(s) within the last
five (5) years.
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3. Ability to Perform Within Time Specified
Category
o Contractor's Ability to Meet the
Project Schedule
4. References
Category
o References from Owners of
Previous Projects
o Public Agency Debarment
Required Information / Criteria
Provide a list of construction contracts $1,000,000 and
above by title, original contract time, and change order
time extensions completed within the past five (5) years.
Bidder shall document that it achieved substantial
completion of these projects of similar size and scope
within no more than 105% of the [mal contracted time for.
completion (including change ordered adjustments).
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Required Information / Criteria
Owner may check references by contacting owners and
architects of previous projects on bidder's performance
over the past three (3) years. On average, such references
shall be satisfactory or better on a five-category scale with
"satisfactory" at mid scale. A reference score sheet will be
utilized for rating completed projects of similar scope and
value.
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Bidder shall not have been debarred by any Public agency
within the past two (2) years.
11
The apparent low bidder must provide the above-required information within two (2) working days of receiving
Owner request. Fai!'~ to submit such information to the satisfaction ofthe Owner within the time provided may
render the bid non-responsive.
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85900 - OLYMPIC COLLEGE MATH-SCIENCE BUILDING
DEMOLITION PACKAGE
@2007 Yost Grube Hall Architecture
01010 - SUMMARY OF WORK
PART 1- GENERAL
'to
1.1 SUMMARY OF WORK
A. Provide civil, demolition, general trades, alld electrical demolition work for Olympic College
Humanities - Math-Science Demolition. The work generally consists of the following:
1. Civil: Temporary erosion control. Site demolition of landscape, sidewalks, fences,
retaining walls, planters, signs, and foundations. Decommissioning and removal of one
UST~ Demolition and capping of below-grade utilities.
2. Building Demolition and General Trades: Demolition ofthe Math-Science building and
adjacent structures.
3. Electrical: Demolition of c01iduits and conductors.
1.2 CONTRACTOR'S USE OF PREMISES
A. Contractor shall limit use of the premises for the Work and related materials storage and to allow
for:
1. Site security.
2. Safe entry and exit for vehicles and pedestrians.
B. Coordinate all operations with the Owner's Representative during the construction period.
C. Limit Contractor's employee parking to locations designated at the Pie-construction Conference.
1.3 PUBLIC ACCOMODATION
A Conduct operations in such a way to ensure the least inconvenience to the general public,
including:
1. Limitations and easements.
2. Emergency vehicle access.
3. Emergency egress from the Health Occupations building at north side ofproject site.
1.4 TRANSPORTATION AND HANDLING
A. Arrange deliveries of products in accordance with construction schedules: Coordinate to avoid'
conflict with Work and conditions at the Site and adjacent thereto.
B. Deliver products in undamaged condition in manufacturer's original containers or packaging with
identifying labels intact and legible.
C. Inspect shipments to assure compliance with requirements of Contract Documents and reviewed
submittals, and that products are undamaged.
Demo Package - Permit Set
01010 - 1
05/18/07
WAE&AS Project No. 2003-143
85900 - OLYMPIC COLLEGE MATH-SCIENCE BUIWING
DEMOLITION PACKAGE
~2007 Yost Grube Hall Architecture
01010 - SUMMARY OF WORK
D. Provide equipment and personnel to handle products by methods to prevent soiling or damage to
products or packaging.
1.5
1$'
WORK RESTRICTIONS
A. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or
others unless permitted under the following conditions and then only after arranging to provide
temporary utility services according to requirements indicated:
1. Notify Owner not less than two days in advance of proposed utility interruptions.
2. ' Do not proceed with utility interruptions without Owner's written permission.
1.6 STORAGE OF PRODUCTS
A. Interior Storage:
1. Store with seals and labels intact and legible and in weathertight enclosure when subject
to damage by the elements.
2. Maintain required temperature and humidity ranges in Contractor provided enclosures.
Suitability of Owner furnished storage shall be judged and used by Contractor to meet
manufacturer's requirements.
B. Exterior Storage: Store materials above the ground on blocking or skids to prevent soiling,
staining, and/or moisture infiltration. Cover materials with waterproof breathable sheet
,coverings, such as canvas tarps, when they are subject to deterioration by the elements; provide
adequate ventilation to avoid condensation. Materials allowed to become'damp or wet shall not
be used in the project and shall be rejected. All storage locations to be approved in advance by
Owner's Representative.
C. Arrange storage in a manner to provide easy access for inspections of stored products to assure
that products are maintained under specified conditions and free from damage or deterioration.
D. Provide substantial coverings as necessary to protect installed products from damage from traffic
and subsequent construction operations. Remove when no longer needed.
E. Make arrangements and coordinate with Owner's Representative all on-site storage activities.
Security for on-site stored materials is the responsibility of the Contractor. Payment for stored
materials shall be under the provisions the General Conditions, Part 6.03.D.
F. The Contractor is responsible for designating the delivery dates of Owner-furnished items in the
Contractor's Construction Schedule and for receiving, unloading and handling Owner-furnished
items at the site. The Contractor is responsible for protecting Owner-furnished items from
damage, including damage,from exposure to the elements, and to repair or replace items
damaged as a result of their operations.
Demo Package - Permit Set
01010 - 2
05/18/07
W A E&AS Project No. 2003-143
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85900 - OLYMPIC COLLEGE MATH-SCIENCE BUILDING
DEMOLITION PACKAGE
@2007 Yost Grube Hall Architecture
01010 - SUMMARY OF WORK
1.7 SALVAGE
A. All material indicated to be removed becomes the property of the Contractor.
1.8 PRE-CONSTRUCTION CONFERENCE
A. General: Refer to Division 1 Section "Project Meetings".
B. A preconstruction conference shall predate the start of Work and shall include in the agenda:
Contract management, traffic control, parking, hazardous materials, storage areas, and other
subjects of interest desired by the Contractor, the Owner's Representative, and other participants.
1.9 PERMITS
A. The Contractor shall procure all necessary permits, pay for same, and shall obtain all official
licenses for the construction of the Work, for temporary obstructions, enclosures, opening of
streets for pipes, walls, etc., as mentioned in the specifications. The Contractor shall be
responsible for all violations of the law for any cause in connection with the construction of the
Work or caused by obstruction of streets, sidewalks, or otherwise and shall give all requisite
notices to public authorities.
B. The College will apply and pay for the City of Bremerton general building demolition permit.
C. The Contractor shall obtain Right-of-Way Permit; pay for same, and shall obtain all official
licenses for the construction of the Work.
1.10 COORDINATION
A. Concurrent work: Contractor is advised that contracted work by Owner may be occurring concurrent
to this contract for Health Occupations Playground relocation.
B. Prior to this work the College intends to have all known asbestos containing materials (ACM's)
removed from the Math-Science building by separate contract.
C. Prior to this work the College intends to have heating hot water, electrical power, telephone, and data
services disconnected from the Math-Science building by separate contract. Domestic water,
sanitary, and storm water services to be removed and capped as part of this work as indicated on the
&awings.
Demo Package - Pennit Set
01010 - 3
05/18/07
WAE&AS Project No. 2003-143
85900 - OLYMPIC COLLEGE MATH-SCIENCE BUILDING
DEMOLITION PACKAGE
@2007 Yost Grube Hall Architecture
01010 - SUMMARY OF WORK
PART 2 - PRODUCTS
2.1 MATERIALS AND EQUIPMENT
A. Unless otherwise specified, all material and equipment shall be new; free from defects impairing
strength, durability, and appearance; of current manufacture. Items specified shall be considered
minimum as to quality, function, capacity, and suitability for application intended.
B. Items incorporated into the Work shall conform to applicable specifications and standards
designated, and shall be of size, make, type, and quality specified, unless otherwise approved.
2.2 MANUFACTURED AND FABRICATED PRODUCTS
A. Design, fabricate, and assemble in accordance with current best engineering, industry, and shop
practices. Manufacture like parts of duplicate units to standard size and gauge to make them
interchangeable.
B. Two or more items of the same kind shall be identical and made by the same manufacturer.
PART 3 - EXECUTION
3.1 PREPARATION
A. Inspect existing conditions, proj ect requirements and the Contract Documents. Verify that
materials and equipment being furnished meet requirements specified.
3.2 MATERIAL HANDLING
A. If, in the opinion of the Contractor, cranes, hoists, towers, or other lifting devices are necessary
for the proper and efficient movement of materials, comply with these requirements;
1. Use only experienced personnel.
2. Remove equipment as soon as possible after task is ended.
3. Coordinate the placement of such equipment with the Owner's Representative to insure
that utility tunnels, utilities and surfaces are not damaged.
4. Obtain required permits and meet the requirements of governing authorities regarding
street and sidewalk closures, safety, noise, and other applicable regulations.
3.3 DRAINAGE
A. The Contractor shall verify that storm drains in the construction areas are in working order and
notify the Owner's Representative, in writing, of any rain drains that are plugged, prior to the
Demo Package - Permit Set
01010 - 4
05/18/07
W A E&AS Project No. 2003-143
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85900 - OLYMPIC COLLEGE MATH-SCIENCE BUILDING
DEMOLITION PACKAGE
<92007 Yost Grube Hall Architecture
01010- SUMMARY OF WORK
start ofthe Work. Start of Work will be considered as acknowledgment that all drains are clear
and in good working order.
B. All storm drain systems shall be protected with erosion control measures and maintained in clean
and proper working condition.
3.4 QUALITY OF WORK
A. Unless otherwise specified, perform the Work using workers skilled inthe particular type of
work involved.
B. Should the Owner, in writing, deem any individual on the Work incompetent or unfit for the
assigned duties, dismiss the worker immediately or reassign the worker to a different task
requiring a lesser degree of competence.
C. Work shall be first class in every respect and all Work performed shall be according to the best
trade practices.
D. The Contractor shall maintain effective on-site supervision on the project at all times Work is
being performed. The Superintendent shall be the same person throughout the project and shall
attend the preconstruction conference.
E. Contractor required to submit work experience biographical information for proposed project
manager and superintendent and other key personnel to be used during construction.
F. Contractor to provide adequate supervision of the Work, satisfactory to the Owner's
Representative, per General Conditions, Part 5.01 "Contractor Control and Supervision."
3.5 TESTING
A. The Owner reserves the right to perform any testing as may be required to determine compliance
with the Project Manual. Costs for such testing will be the Owner's responsibility unless testing
indicates noncompliance. Cost for such testing indicating noncompliance shall be borne by the
Contractor. Non-complying Work shall be corrected at Contractor's expense and testing will be
repeated until the Work complies with the Project Manual. Contractor will pay costs for retest-
ing non-complying Work.
B. The Contractor shall cooperate in every respect with the activities of the testing agency.
END OF SECTION 01010
Demo Package - Permit Set
01010 - 5
05/18/07
W A E&AS Project No. 2003-143
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85900 - OLYMPIC COLLEGE MATH-SCIENCE BUILDING
DEMOLITION PACKAGE
@2007 Yost Grube Hall Architecture
01035 - CHANGE ORDER PROCEDURES
PART 1 - GENERAL
1.1 SUMMARY
A. This section includes the administrative and procedural requirements for executing change in
the Work. This section is governed by the General Conditions, Part 7 "Changes" as well as
the Owner/Contractor Agreement.
1.2 RELATED SECTIONS
A. Document - Agreement Forms: Monetary values of established Unit Prices and percentage
allowances for Contractor's overhead and profit.
B. Document - General Conditions: Governing requirements for changes in the W qrk, in
Contract Sum/Price, and Contract Time.
C. Division 1 Section "Application for Payment": Payment applications.
D. Division I Section "Project Schedule": Work Schedule.
E. Division 1 Section "Material and Equipment."
F. Division 1 Section "Project Closeout": Project Record Documents.
1.3 DEFINITIONS
A. Request for Interpretation (RFI): Means written request from Contractor to Architect for an
interpretation of Contract Documents. Shall be issued on the standard Construction
Specifications Institute (CSI) RFI form attached at the end of this section. Architect will
(
respond with either Architect's Supplemental Instructions, or a Proposal Request as required.
B. Proposal Request (PR): Means written request from Architect to Contractor, executed on AlA
Form G709, or other similar form designated by Architect, and signed by Architect, for
changes to Contract Sum and/or Contract Time for proposed changes to the Work. The
Proposal Request shall be responded to with a Change Proposal from the Contractor to the
Owner's Representative. A Proposal Request is not an instruction or authorization execute the
change or an order to stop Work in Progress.
C. Architect's Supplemental Instructions (ASI): Means written order, instruction, or
interpretation ofthe Construction Documents to the Contractor, executed on AlA Form G71O,
or other similar form designated by Architect, and signed by Architect, which authorizes
minor changes in Work not altering Contract Sum and/or Contract Time.
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01035- CHANGE ORDER PROCEDURES
D. Construction Change Directive (CCD): Means written order to Contractor, executed on AIA
Form G713, or other similar form designated by the Owner, and signed by Owner's
Representative and Architect, which amends Contract Documents as described, and authorizes
the Contractor to proceed with change affecting Contract Sum and/or Contract Time, for
inclusion in subsequent Change Order.
E. Change Proposal: Proposal for change to the Work from the Contractor to the Owner.
1.4 SUBMITTALS:
A. Contractor, within 30 days after the Notice to Proceed (NTP), shall submit a breakdown of
Journeyman wage rates. The breakdown will show:
1. Basic wage rate (Based on L&I Intent to Pay Prevailing Wages); ,
2. Fringe Package (Based on L&I Intent to Pay Prevailing Wages);
3. FUI (Federal Unemployment Insurance);
4. FICA (Federal Insurance Compensation Act);
5. SUI (State Unemployment Compensation Act);
6. Medicare;
7. WC (Workers Compensation);
8. Contractor daily costs.
Contractor shall submit verification of the above rates if requested by Owner's Representative.
B. Contractor, within 30 days after the Notice to Proceed (NTP), shall submit a list of all
equipment anticipated to be used on the project. Contractor shall provide the hourly rate
based on the Data Quest Rental Rate (Blue Book) and as modified by the 1987 AGC
Agreement as referenced in the General Conditions.
1.5 CONTRACT CHANGE PROPOSAL PROCEDURES
A. Owner or AlE Changes: Changes may be initiated by Owner's Representative through a
Contract Change Proposal (CCP) or by the AlE through a Proposal Request (PR) submitted to
Contractor. Such a request is for information' and pricing only, and is not an instruction to
execute changes, or to stop work in progress. Proposal will in~lude:
1. Detailed description of changes, products, and location of modification in project;
2. Supplementary or revised drawings or specifications; and
3. Projected time span for making change. Statement as to whether overtime work is, or
is not, authorized.
4. When appropriate, specific time period during which requested price will be
considered valid.
The Architect may issue an Architect's Supplemental Instruction (ASn for issues not
requiring an adjustment in Contract Sum and/or Contract Time.
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01035 - CHANGE ORDER PROCEDURES
B. Contractor's Change Proposal Request (CPR): Initiate changes by submitting a letter to the
Owner's Representative requesting a Contract Change Proposal (CCP) be issued. Include the
following in the letter:
1. Description of proposed changes;
2. Reason for making changes;
3. A specific period of time during which requested price will be considered valid;
4. Effect on Contract Sum and Contract Time;
5. Documentation supporting any change in Contract Sum or Contract Time, as
appropriate;
6. Statement of why proposed change is not covered in Contract Document; and
7. Include date Work is to be completed.
C. Immediate Changes: In situations where time is of the essence or an emergency condition
exists, Owner's Representative may directly order a change to the work by a written field order
signed by the Owner's Representative or a Construction Change Directive (CCD), signed by
the Architect and the Owner's Representative. Field order or Construction Change Directive
will only be issued on a fixed price or an agreed "cost-not-to-exceed" basis.
D. Supporting Documentation: Support quotation for each Proposal with sufficient substantiating
data to allow Architect and Owner's Representative to evaluate quotation. When requested by
Architect or Owner's Representative, submit the following Cost and Time data:
1. Labor required.
2. Equipment required.
3. Products required:
a. Quantity reqUii-ed.
b. Purchase source.
c. Unit cost.
4. Taxes, Insurance and Bonds.
5. Credit for deleted Work similarly documented.
6. Overhead and Profit as specified in the General Conditions, Part 7.
7. Amount of and justification for any change in Contract Time.
E. Change Authorization:
1. Recommendation of Contract Change Proposal or Proposal Request is indicated by
NE's signature.
2. Upon signature and execution by Owner's Representative, a Change Order (CO)
authorizes the Contractor to commence with the work as indicated.
3. Contractor may only request payment for the work against an approved Change Order
that will be issued after the CCP or PR has been approved and may include several
CCP's and/or PR's.
4. If either NE or Owner's Representative disapproves the CCP or PR, the reason for
disapproval will be stated. A request for a revised proposal or cancellation of the
proposal will be indicated and forwarded to Contractor.
F. Correlation with Contractor Submittals:
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01035 - CHANGE ORDER PROCEDURES
1. Revise Schedule of V alues and subsequent Request for Payment Forms to record each
Change Order as separate item of work, and to record adjusted Contract sum.
2. Revise Construction Schedule to reflect each change in ContractTime. Revise
Subschedules to show changes for other items of Work affected by Changes.
3. Upon completion of Change Order Work, record pertinent changes in Record
Documents.
G. Distribution: Upon authorization of a CCP or PR, Owner's Representative will transmit one
signed copy each to Contractor and AlE.
1.6 CHANGE ORDER PROCEDURES
A. Preparation of Change Orders
1. . Owner's Representative will prepare each Change Order in accordance with the
Supplemental General Conditions and General Conditions, Part 7.
2. Change Order will adjust Contract Sum and/or Contract Time.
B. Lump-Sum/Fixed Price Change Orders
1. Change Order contents will be based on:
a. Architect's Proposal Request and Contractor's responsive Proposal as
mutually agreed between Owner and Contractor.
b. Contractor's Change Proposal as recommended by Architect, and as mutually
agreed between Owner and Contractor.
2. Owner and Contractor will sign and date Change Order as authorization for
Contractor to proceed with Changes
C. Unit Price Change Orders
1. Change Order work will be based on, either:
a. Architect's deftnition of required changes.
b. Contractor's Change Proposal as recommended by Architect.
c. Survey of completed work and supporting documentation submitted by the
Contractor.
2. Unit Price amounts shall be, those stated in Agreement, if any.
3. When quantities ofItems affected by Change Order can be determined prior to start of
work:
a. Owner and Contractor will sign and date Change Order as authorization for
Contractor to proceed with changes.
b. Contractor shall sign and date Change Order to indicate agreement with
specifted terms.
4. When quantities ofItems affected by Chl:!llge Order cannot be determined prior to
start of work:
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01035 - CHANGE ORDER PROCEDURES
a. Architect or Owner's Representative will issue Construction Change
Directive directing Contractor to proceed with change on basis of unit prices,
and will cite applicable unit prices.
b. At change completion, Architect will 'determine work cost based upon agreed
unit prices and quantities used.
c. Contractor shall submit documentation to establish quantities of units of each
Item and any claim for change in Contract Time.
d. Owner and Contractor will sign and date Change Order to indicate their
agreement with specified terms.
D. Cost Reimbursement Change Orders
1. Architect and Owner's Representative will issue Construction Change Directive
directing Contractor to proceed with changes.
2. At Change completion, Contractor shall submit itemized accounting of change with
supporting data as specified above in "Documentation of Proposals" and in
accordance with the General Conditions, Part 7. .
3. Owner and Contractor will sign and date Change Order to indicate their agreement
with specified terms.
1.7 REQUEST FOR INTERPRETATI9N (RFI)
A. General: When field conditions or Contract Document contents require clarification for the
Contractor by the AlE or AlE's sub..consultants, after informal discussion with appropriate
design team members determines that clarification is required or confmnation of
understanding is needed, processing an RFI per the following is the acceptable procedure.
Identify the nature and location of each clarification/verification using the RFI form attached
at the end of this section. As a minimum the following information shall be provided:
1. Project name and number.
2. Date.
3. Date response required by.
4. RFI number.
5. Subject.
6. Initiator of the question.
7. Indication of costs, if known or anticipated.
8. Indication of schedule impact, ifknown or anticipated.
9. Location on site.
10. Contract drawing reference, or;
11. Contract specification section and paragraph reference.
12. Descriptive text.
13. Space for reply on same page as questions.
B.
Route: RFI's in same manner as correspondence.
C. Copy: RFI'sin same manner as correspondence.
D. Clarifications: Discuss on-site or by telephone with AlE or AlE's Consultant, with
concurrence of Owner's Representative. Incorporate essence of discussion onto RFI form if
discussions require direction, or general publication, or confirmation.
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01035 - CHANGE ORDER PROCEDURES
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E. Log: The Contractor shall be responsible for development and weekly maintenance of an RFI
Log that will contain information contained in A. above. The log will be transmitted to the
Owner's Representative and AlE on a weekly basis.
PART 2 - PRODUCTS
Not Used
PART 3 - EXECUTION
Not Used
END OF SECTION 01035
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Advancement
of Construction
Technology
REQUEST FOR
INTERPRETATION
Project: Olympic CoHeRe Humanities Building
RF.I. Number: .
Proi. No. 2005-187
From:
To:
Yost Grube Hall Architecture
Date:
1211 SW Fifth Avenue, Suite 2700, Portland, OR 97204
NE Project Number: 85900
Re:
Contract For:
Specification Section:
Paragraph:
Drawing Reference:
Detail:
Request:
Signed by:
Date:
Response:
o Attachments
Response From:
To:
Date Rec'd:
Date Ref d:
Signed by:
Date:
Copies: 0 Owner
o Consultants
o
o
o
o
o File
Copyright 1994, Construction Specifications Institute,
601 Madison Street, Alexandria, VA 22314-1791
Page of
July 1994
CSI Form B.2A
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01040 - COORDINATION
PART 1 GENERAL
1.1 SUMMARY
A. Section includes the following:
r
'-
1.
2.
3.
4.
Communication.
Correspondence.
Nonconformance Report.
Pre-installation Coordination.
1.2 COMMUNICATIONS
A. General: Informal communication between the design team and subcontractors, filtered by the
General Contractor (Contractor) is permitted. Ifwritten clarification or direction is required to
resolve questions, transmit problems or questions in writing using the Request for
Interpretation (RFI) form through Contractor to AlE or Owner's Representative.
B. Contacts: In case of an EMERGENCY, dial 9-1-1 if-appropriate. The Contractor emergency
contact list is to be posted inside and outside the jobsite office trailer.
1.3 CORRESPONDENCE
A. General: The Contractor will address all correspondence to AlE or Owner's Representative.
Subcontractors will address all correspondence to the Contractor. A copy of all
correspondence will be sent to the Owner's Representative.
B. Format: Number correspondence sequentially beginning with Serial Number # 1. Include
project title and Owner's designated project number.
1.4 NONCONFORMANCE REPORT (NCR)
A. Procedure: If, after an oral discussion or directive, the Contractor fails to correct work that in
the opinion of the Owner's Representative fails to conform to the Contract Documents, a
Nonconformance Report shall be issued to the Contractor by the ArcbitectlEngineer or
Owner's Representative. The Contractor shall take immediate action to correct work. Review
corrections at progress meetings for nonconforming work. The Contractor firm shall be
responsible for development and weekly maintenance of an NCR log that will contain relevant
information. The log will be transmitted to Owner's Representative and AlE on a weekly
basis.
B. Refer to General Conditions, Part 5 "Performance", 5.16 "Correction of Nonconforming
%~" .
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!Q2007 Yost Grube Hall Architecture
01040 - COORDINATION
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1.5 COORDINATION
A. General:
1. Coordinate with Work of other Sections to ensure that all fIxtures, devices, switches,
outlets, ducts, pipes, and similar items can be installed as shown without
modifIcations to framing. Provide all block-outs, raceways and similar framing as
required.
2. 'Coordinate the Work; all subcontractors are to coordinate their work with the
Contractor and other subcontractors so as to eliminate the potential for impacts to
others by their systems and work activities.
3. Anticipate interrelationship of all subcontractor systems and their relationship with the
total Work.
5. Resolve differences or disputes between subcontractors and materials suppliers
concerning coordination, interference, or extent of Work between Divisions and
Sections. Contractor's decisions with respect to subcontractor coordination, when
consistent with Contract Document requirements, shall be fInal.
6. The Contractor shall be in charge of this Contract and the Site, as well as directing and
scheduling of all Work. Final r~sponsibi1ity for performance, interface, and
completion of Work and Project shall be the Contractor's.
7. Cooperation with Other Contractor's during the term of this contract. Work by others
may be occurring at adjacent locations to the .construction limits of this proj ect. The
Contractor is to cooperate with the Owner's Representative in coordination of all
work to prevent impact to this or other Owner sponsored construction projects.
B. Concrete slab pre-installation coordination:
1. Resolve all coordination with the Work of other sections in advance of installation.
2. Before Work proceeds for concrete slab installation, prepare supplementary Concrete
Slab/ Lift Drawings for each floor and roof slab, showing coordination with the Work
of other sections. Allow for coordination drawing preparation time in the project
schedule.
3. Provide supplementary Concrete Slab/ Lift Drawings for Architect's review, allowing
for normal review and response time in the project schedule. Provide additional Work
necessary to resolve problematic conditions, at no increase in Contract Sum.
C. Mechanical and Electrical pre-installation coordination:
1. Resolve all coordination with the Work of other sections in advance of installation.
2. Before Work proceeds for Mechanical and Electrical installation, including related
sub-trades (e.g. fIre suppression, plumbing, piping; telecommunications), prepare
supplementary Mechanical! Electrical Coordination Drawings for each floor, showing
coordination with the Work of other sections. Allow for coordination drawing
preparation time in the project schedule.
3. Provide supplementary Mechanical! Electrical Coordination Drawings for Architect's
review, allowing for normal review and response time in'the project schedule.
Provide additional Work necessary to resolve problematic conditions, at no increase in
Contract Sum.
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01040 - COORDINATION
D. Job site field measurements and templates:
1. Obtain field measurements required for accurate fabrication and installation of Work
included in this Contract. Exact measurements and coordination are the Contractor's
responsibility.
2. Furnish or obtain templates, patterns, and setting instructions as required for
installation of all Work. Verify in field.
PART 2 - PRODUCTS
Not Used
PART 3 - EXECUTION
Not Used,
END OF SECTION 01040
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01050 - FIELD ENGINEERING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes: Administrative and procedural requirements for project specific field
engineering services, including, but not necessarily limited to, the following:
1. Land Survey Work
2. Establishment of coordinated working points for use by others for general building
layout.
B. Section does not include: Campus survey shall be provided by the Owner.
1.2 SUBMITTALS
A. Certificates: The Contractor shall submit a certificate signed by the land surveyor or
professional engineer certifying the location and elevation of improvements.
B. Proj ect Record Documents: The Contractor shall submit a record of Work performed and
record survey data as required under provisions of Division 1 Sections "Submittals" and
"Contract Closeout."
1.3 QUALITY ASSURANCE
A. Surveyor: The Contractor shall engage a Registered Land Surveyor registered in the State of
Washington to perform land-surveying services required in establishing the initial benchmarks
and critical survey points. An experienced construction surveyor can be utilized to establish
required survey and layout points from the benchmarks.
1.4 EXAMINATION
A. Identification: The Contractor shall verify location of benchmarks and control points provided
by the Owner's Representative. The Contractor shall verify layout information shown on the
Drawings, in relation to the property survey and existing benchmarks before proceeding to
layout the Work. Locate and protect existing benchmarks and control points. Preserve
permanent reference points during construction.
1. Do not change or relocate benchmarks or control points without prior written
approval. Promptly report lost or destroyed reference points, or requirements to
relocate reference points because of necessary changes in grades or locations.
2. Promptly replace lost or destroyed project control points. Base replacements on the.
original survey control points. .
B. Benchmarks: Establish and maintain a minimum of two (2) permanent benchmarks on the site,
referenced date established by survey control points.
1. Record benchmark locations, with horizontal and vertical data, on Project Record
Documents.
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85900 - OLYMPIC COLLEGE MATH-SCIENCES BUILDING
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(\;)2007 Yost Grube Hall Architecture
01050 - FIELD ENGINEERING
C. Existing utilities and equipment: The existence and location of underground and other utilities
and construction indicated as existing are not guaranteed. Before beginning sitework,
investigate and verify the existence and location of underground utilities and other
construction.
1. Prior to construction, verify the locations and invert elevation at points of connection
of sanitary sewer, storm sewer and water service piping.
2. Prior to construction, verify the locations and relative elevations of eexisting electrical,
data and telecom utilities by non-destructive potholing.
1.5 PERFORMANCE
A. General: Work from lines and levels established by the property survey. Establish
benchmarks and markers to set lines and levels at each story of construction and elsewhere as
needed to locate each element of the Project. Calculate and measure required dimensions
within indicated or recognized tolerances. Do not scale Drawings to determine dimensions.
1. Advise entities engaged in construction activities of marked lines and levels provided
for their use.
2. As construction proceeds, check every major element for line, level, and plumb.
B. Surveyor's Log: Maintain log of control and other survey Work. Make this log available for
reference.
1. Record deviations from required lines and levels, and advise the Architect when
deviations that exceed indicated or recognized tolerances are detected. On Project
Record Drawings, record deviations that are accepted and not corrected.
2. On completion of foundation walls, major site improvements, and other work
requiring field-engineering services, prepare a certified s~ey showing dimensions,
locations, angles, and elevations of construction and site work.
C. Site hnprovements: Locate and layout site improvements, including pavements, stakes for
grading, fill and topsoil placement, utility slopes and invert elevations.
D. Building Lines and Levels: Locate and layout batter boards for structures, building
foundations, column grids and locations, floor levels and control lines and levels required for
mechanical and electrical work.
E. Existing Utilities: Furnish information necessary to adjust, move or relocate existing
structures, utility poles, lines, services or other appurtenances located in, or affected by
construction. Coordinate with local authorities having jurisdiction.
F. Record Drawings: Record accurately on the Record Documents the principal building
outlines, floor elevations, and site feature locations in compliance with the requirements of
Section 01700.
PART 2 - PRODUCTS
Not Used
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01050 - 2
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1:>2007 Yost Grube Hall Architecture
01050 - FIELD ENGINEERING
PART 3 - EXECUTION
Not Used
END OF SECTION 01050
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01060 - REGULATORY REQUIREMENTS
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1.5 REGULATORY REQUIREMENTS
A. General: Regulatory Authorities establish minimum requirement levels. Where provisions of
the Contract Documents and Regulatory Requirements differ or conflict, the more stringent
requirements shall govern.
B. Regulatory Requirements added by other Sections or Drawings, or by Addenda, shall be
binding upon the Work in accordance with the provisions of this Section. The list provided
below is intended to assist the Contractor in determining the Regulatory requirements, and
neither the inclusion nor omission of any item from the list shall be construed to relieve the
Contractor of obligations that otherwise exist under law or contract.
1.6 LIST OF REGULATORY REQUIREMENTS
K.
A. International Building Code (IBC), 2003 edition, as amended and adopted by the State of
Washington.
B. International Fire Code (IFC) and IFC Standards, 2003 edition, as amended and adopted by
the State of Washington.
C. National Fire Protection Association (NFP A) Codes including but not limited to the following:
1. Standard for the Installation of Sprinkler Systems, NFP A 13.
2. Standard for Fire Doors and Windows, NFP A 80.
3. The Life Safety Code, NFP A 101.
I.
D.
State of Washington, W AC-51-40-1100, Accessibility, as amended and adopted by the State
of Washington.
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E.
State of Washington, WAC Chapter 296-24, General Safety and Health Standards,
Washington Industrial Safety and Health Act of 1973.
F.
State of Washington, WAC Chapter 296-81, Elevators, Dumbwaiters, Escalators, and Moving
Walks, adopting and amending the American National Safety Standard for Elevators,
Dumbwaiters, Escalators, and Moving Walks, ANSI A17.1 with addenda.
G.
Rules and Regulations of the State Board of Health.
H.
Department of Labor and Industries Regulations: Hazard Communication Standards (MSDS),
WAC 296-800.
I.
Washington State Ventilation and Indoor Air Quality Code (WSVIAQ), 2001 edition, WAC
51-13.
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Bremerton Municipal Code (BMC).
01060 - 2
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01060 - REGULATORY REQUIREMENTS
L. Mechanical Work:
1. International Mechanical Code (IMC), 2003 edition, as amended and adopted by the
State of Washington.
2. Uniform Plumbing Code (UPC), 2003 edition, as amended and adopted by the State of
Washington.
3. Olympic College connection standards.
M. Electrical Work:
1. NFP A, National Electrical Code A (NEC).
2. Underwriters' Laboratories (UL).
3. National Electrical Manufacturer's Association (NEMA).
4. National Electric Safety Code.
S. State Electrical Construction Code.
N. Environmental Requirements: Relevant statutes and regulations dealing with the prevention
of environmental pollution and the preservation of public natural resources.
1.
Washington State Department of Ecology, Volatile Organic Compound (VOC)
Emissions, WAC 173-490.
1.7
PERMITS REQUIRED
A. General: Contractor obtains and pays for all required permits. The Contractor is reimbursed,
by the Owner, for the actual cost of these permits.
B. The electrical and other trade permits are included with each trade Section and are to b,e paid
by those trade lower tier contractors.
PART 2 - PRODUCTS
Not Used
PART 3 - EXECUTION
Not Used
END OF SECTION 01060
Demo Package - Permit Set
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85900 - OLYMPIC COLLEGE MATH-SCIENCE BUILDING
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@2007 Yost Grube Hall Architecture
01090 - REFERENCE STANDARDS
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H. Testing Agencies: A testing agency is an independent entity engaged to perform specific
inspections or test, either at the Project Site, or elsewhere, and to report on and, if required, to
interpret results of those inspections or tests.
1.3 SPECIFICATION FORMAT AND CONTENT EXPLANATION
1.4
D.
E.
A.
Specification Format: These Specifications are organized into Divisions and Sections based on
the Construction Specification Institute's (CSI) 16-Division format and MASTERFORMAT
numbering system.
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B.
Specification Content: This Specification uses certain conventions regarding the style of
language and the intended meaning of certain terms, words, and phrases when used in
particular situations or circumstances. The conventions are explained as follows:
INDUSTRY STANDARDS
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A. Applicability of Standards: Except where the Contract Documents include more stringent
requirements, applicable construction industry standards have the same force and effect as if
bound or copied directly into the Contract Documents to the extent referenced. Such
standards are made a part of the Contract Documents by reference.
B. Publication Dates: Comply with the standards in effect as of the date of the Contract
Documents.
C.
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Conflicting Requirements: Where conflicts become apparent they should be referred to the
Architect for appropriate ~larification.
Copies of Standards: Each entity engaged in construction on the Project is required to be
familiar with industry standards applicable to its construction activity. Copies of applicable
standards are not bound within the Contract Documents.
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1. Where copies of standards are needed to perform a required construction activity, the
Contractor shall obtain copies directly from the publication source.
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Abbreviations and Names: Trade association names and titles of general standards are
frequently abbreviated. The following acronyms or abbreviations, as referenced in Contract
Documents are defmed to mean the recognized name of the trade association. Names and
addresses are subject to change and are believed, but not assured, to be accurate and up-to-date
as of date of the Contract Documents. The following list may not be complete, refer to the
"Encyclopedia of Associations" published by Gale Research Co. available in most libraries.
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ACI
American Concrete Institute
PO Box 19150
Detroit, MI 48219
ACPA
American Concrete Pipe Assoc.
8300 Boone Blvd., Suite 400
Vienna, VA 22181
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01090 - REFERENCE STANDARDS
ADC
Air Diffusion Council
One lllinois Center, Suite 200
111 East Wacker Drive
Chicago IL 60601-4298
AGA
American Gas Assoc.
1515 Wilson Blvd.
Arlington, VA 22209
AIA
The American Institute of
Architects
1735 New York Ave. NW
Washington DC 20006
AISC
American Institute of Steel Const.
One East Wacker Drive, #3100
Chicago, IL 60601-2001
ANSI
American National
Standards Institute
11 West 42nd St., 13th Floor
New York, NY 10036
ASHRAE
American Society of Heating, .
Refrig. & Air Conditioning Eng.
1791 Tullie Circle NE
Atlanta,GA 30329
ASME
American Society of
Mechanical Engineers.
345 East 47th Street
New York, NY 10017
ASPE
American Society of Plumbing Eng
3617 Thousand Oaks Blvd., Suite 210
Westlake, CA 91362
ASSE
American Society of
Sanitary Engineering
PO Box 40362
Bay Village, OH 44140
ASTM
American Society for
Test. & Materials
1916 Race Street
Philadelphia, PA 19103-1187
AWl
Architectural
Woodwork Institute
PO Box 1550
13924 Braddock Rd., Suite 100
Woodstock, MD 21163-0286
AWPA
American Wood
Preservers' Assoc.
PO Box 286
Centerville, VA 22020
AWS
American Welding Society
550 Lejeune Road NW
PO Box 351040
Miami, FL 33135
BHMA
Builders' Harwarde Manu. Assoc.
355 Lexingham Ave., 17th Floor
New York, NY 10017
AWWA
American Water Works Association
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CRSI
Concrete Reinforcing
Steel Institute
933 Plum Grove Road
Schaumburg, IL 60173
FGMA
Flat Glass Marketing Assoc.
White Lakes Professional Bldg.
3310 SW Harrison Street.
Topeka, KS 66611-2279
GA
Gypsum Association
810 First Street NE, Suite 510
Washington, DC 20002
IEEE
Institute of Electrical &
Electronic Engineers
345 E47th Street
NECA
National Electrical
Manufacturers Assoc.
2101 L Street NW,
Suite 300
Washington, DC 20037
NRCA
National Roofing
Contractors Assoc.
10255 W Higgins Road
Suite 600
Rosemont, IL 60018-5607
NWMA (now NWWDA)
National Woodwork
Manufacturers Assoc.
1400 E. Touhy Ave., #G54
Des P1aines, IL 60018
S.D.I.
Steel Door Institute
30200 Detroit Road
C1eve1and,OH 44145
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CTI
Ceramic Tile Institute of America
28720 Roadside Drive, Suite 300
Agora Hills, CA 91301-3321
FM
Factory Mutual Research Organ.
1151 Boston-Providence Turnpike
PO Box 9102
Norwood, MA 02062
NCMA
National Concrete Masonry Assoc.
2302 Horse Pen Road
Herndon, VA 22071-3406
NEC
National Electrical Code (from NFP A)
New York, NY 10017
NFPA
National Fire Protection Assoc.
One Batterymarch Park
PO Box 9101
Quincy, MA 02269-9101
NSF
National Sanitation Foundation
3475 Plymouth Road
PO Box 130140
Ann Arbor, MI 48113-0140
NWWDA
National Wood Window & Door
SMACNA
Sheet Metal and Air Conditioning
Contractors National Association
4201 Lafayette Center Drive
Chantilly, VA 22021
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01090 - REFERENCE STANDARDS
SSPC
Steel Structures
Painting Council
4400 Fifth Avenue
Pittsburgh, PA 15213-2683
TCA
Tile Council of America
PO Box 326
Princeton, NJ 08542-0326
UL
Underwriters Laboratories
333 Pfingsten Road
Northbrook, IL 60062
WWPA
Western Wood Products Assoc.
Yeon Building
522 SW 5th Avenue
Portland, OR 97204-2122
USGBC
US Green Building Council
LEED Rating System
1015 18th Street. NW Suite 805
Washington D.C. 20036
WWPA
Woven Wire Products Assoc.
2515 N Nordica Avenue
Chicago,IL 60635
F. Federal Government Agencies: Names and titles of federal government standard - or
Specification -producing agencies are often abbreviated. The follo'Ying acronyms or
abbreviations referenced in the Contract Documents indicate names of standard - or
Specification-producing agencies of the federal government. Names and addresses are subject
to change and are believed, but are not assured, to be accurate and up-to-date as of the date of
the Contract Documents.
DS
Commercial Standard
(U.S. Department of Commerce)
Government Printing Office
Washington, DC 20402
DOT Department of Transportation
400 Seventh Street SW
Washington, DC 20460
EP A Environmental Protection Agcy.
401 M Street SW
Washington, DC 20460
200 Constitution Avenue NW
Washington, D.C. 20210
OSHA Occupational Safety & Health
Administration
(U.S. Department of Labor)
PS Product Standard ofNBS
(U.S. Department of Commerce)
Government Printing Office
Washington, DC 20402
1.5 GOVERNING REGULATIONS AND AUTHORITIES
A. All construction shall be in accordance with the building codes referenced hereinafter.
B. Building Code shall mean the Code adopted by the State of Washington and other applicable
jurisdictions, which consists of the International Building Code by the International
Conference of Building Officials as modified by the State.
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1.6 SUBMITTALS
A. Permits, Licenses, and Certificates: for the Owner's records, submit copies of permits,
licen&es, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts
for fee payments, judgments, correspondence, records,. and similar documents, established in
conjunction with compliance with standards and regulations bearing upon performance of the
Worr. .
B. Post permits, licenses and other public notices in a prominent place in the main construction
office on the site of the Work.
PART 2 - PRODUCTS
Not Used
PART 3 - EXECUTION
Not Used
END OF SECTION 01090
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01100- SPECIAL PROVISIONS
PART I-GENERAL
1.1 SUMMARY
A. General:
1. Furnish documentation that Contractor and Contractor's employees are familiar with
the following regulations of the US Department of Labor, Occupational Safety and
Health Administration (OSHA), and the US Environmental Protection Agency (EP A)
and any other applicable requirements of the State of Washington.
a. US Environmental Protection Agency (EP A) RCRA Regulation 40 CFR
b. US Department of Labor Occupational Safety and Health Administration
(OSHA) Construction Regulation (Code of Federal Regulation Title 29, Part
1926)
c. US Department of Labor Occupational Safety and Health Administration
(OSHA) Regulation 29 CFR 1910.120, Hazardous Waste Operations and
Emergency Response;
d. US Department of Labor Occupational Safety and Health Administration
(OSHA) Hazard Communication Standard (296-62-09015 through 09053);
1.2 HAZARDOUS MATERIALS/CONDITIONS
A. Safety and Protection: Emergencies
/
1. The Contractor shall be responsible for initiating, maintaining, and supervising all
safety precautions and programs in connections with the Work. The Contractor shall
take all necessary precautions for the safety of, and shall provide the necessary
protection to prevent damage, injury, or loss to the following:
a. All employees involved in the Work and other persons who may be affected
thereby.
b. All the Work and all materials or equipment to be incorporated therein,
whether in storage on or off the site.
c. Other property at the site or adjacent thereto, including trees, shrubs, lawns,
walks, pavements, roadways, structures and utilities not designated for
removal, relocation or replacement in the course of construction.
2. The Contractor shall comply with all applicable laws, ordinances, rules, regulations
and orders of any public body having jurisdiction for the safety of persons or property,
and for protecting them from damage, injury or loss; or for the protection of the
environment. The Contractor shall erect and maintain, as required by the conditions
and progress of the Work, all necessary safeguards for safety and protection, including
posting danger signs and other warnings against hazl;lrds, and issuing safety
procedures. The Contractor shall notify the Owner's Representative and coordinate
and schedule outages of adjacent utilities when the prosecution of the Work may
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01100 - SPECIAL PROVISIONS
affect other State buildings and neighboring residents. The Contractor shall exercise
the utmost care and shall carry on all activities under the supervision of properly
qualified personnel.
C. Hazardous Materials, Conditions and Waste Handling Procedures
1. Grossly inadequate health, safety or environmental precautions on the part of the
Contractor or the belief that the Contractor's personnel, the general public or the
environment are or may be exposed to an immediate hazard may be cause for the
Owners Representative to suspend the Contractor's site work and ask the Contractor's
personnel to evacuate the hazard area. The Contractor shall not be compensated for
such delays.
2. The Contractor shall provide its own safety equipment. The Contractor shall supply
all equipment, materials and personnel necessary to meet the requirements of this
paragraph and all applicable codes and regulations.
3. The Contractor shall locate any fuels, solvents or lubricants in a common area and in
an orderly fashion. Any hazardous materials shall be appropriately labeled with the
generic name of the contents and the Contractor's name.
4. The Contractor shall submit a written procedure for the control of emissions and the
disposal of residues prior to any solvent use. The Contractor shall isolate and vent to
the outside, away from air intakes, pedestrian traffic or building openings, and areas
where solvents will be used or stored.
5. The Contractor shall designate a responsible member of his /her organization at the site
as the Health and Safety Officer whose duty shall be the prevention of accidents.
6. In emergencies affecting the safety of persons or the Work on property at the site or
adjacent thereto, the Contractor, without special instruction or authorization. from the
Owner's Representative, is obligated to act to prevent threatened damage, injury or
loss. Contractor shall give the Owner's Representative prompt written notice of any
significant changes in the Work or deviations from the Contract Documents caused
thereby.
1.3 WELDING
A. General: Contractor shall comply with all applicable Welding regulations.
1. During welding activity, the Contractor shall confine fumes to the work site, and
visually shield the work so that it does not adversely affect anyone in the area.
1.4 HAZARDOUS COMMUNICATIONS
A. General: Ifhazardous chemicals will be used for the Project, copies of all applicable Material
Safety Data Sheets (MSDS) will be provided to the Owner and the AlE prior to chemical use
by the Contractor.
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85900 - OL YTvlPIC COLLEGE MATH-SCIENCE BUILDING
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@2007 Yost Grube Hall Architecture
01100 - SPECIAL PROVISIONS
1.5 ENVIRONMENTAL QUALITY
A. See Supplemental General Conditions, Part 5.07.
B. Water Pollution:
1. Such pollutants as soil erosion and chlorinated water, generated by the Project which
can impact or have the potential to impact surface waters, storm drains or ground
water, shall require development of a Storm Water Pollution Prevention Plan by the
Contractor. Contractor to submit plan to local code authorities for review and
approval prior to construction start.
2. Snow, ice, soil, and mud removal from roadways and sidewalks shall be accomplished
without polluting storm drains or surface waters. The use of calcium chloride or other
chemicals as aids or means to remove show or ice shall not be permitted. Mud and
soil removal shall be undertaken on a full time basis, not just once or twice a day.
Soil or mud, dropped onto streets and sidewalks by vehicles at the Project site, shall
be removed immediately by mechanical measures. Wash down of surfaces prohibited.
C. Air Pollution
1. Pollutants, such as chemical emissions and dust generated by the Project will be
controlled so as not to impact adversely the site or surrounding area air quality.
D. IAQ Management Plans
Develop prior to beginning work an Indoor Air Quality (IAQ)plan for the construction and
post occupancy phases of the building that includes the following:
1. Meet or exceed the minimum requirements of the Sheet Metal Association
(SMACNA) IAQ and Air conditioning National Contractors Guideline for Occupied
Buildings under Construction, 1995.
2. Protect stored on-site and installed absorptive materials from moisture damage.
Provide photographs of construction measures such as protection of ducts and all on-
.site absorptive materials.
3. Replace all filtration media immediately prior to occupancy. Filtration media shall
have a Minimum Efficiency Reporting
Value (MERV) of 13 as determined by ASHRAE 52.2-
1999. Provide cut sheets of filtration materials.
4. Conduct a minimum two week building flush-out with new filtration media at 100%
outside air after construction ends and prior to occupancy, or conduct a baseline
indoor air quality testing procedure consistent with current EP A Protocol for
Environmental Requirements, Baseline IAQ and Materials, for Research Triangle
Park Campus Section 01445. Document building flush-out procedures including
actual dates or provide specifications and documentation demonstrating conformance
with IAQ testing procedures per the reference standard.
1.7 PUBLIC HEALTH
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01100 - SPECIAL PROVISIONS
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A. General: Contractor shall comply with all Public Health regulations administered by federal
local and State authorities.
1.8 GENERAL SANITATION
A. Drinking and Handwashing: Contractor shall supply adequate water for drinking and hand
washing purposes. The use of common drinking cups or towels is prohibited. For hand
washing purposes, the Contractor shall supply hot running water, soap, disposable towels and
waste receptacles with secure lids.
B. Restroom facilities (such as Sanicans): Provided by the Contractor. Restroom facilities shall
be insect protected and kept clean at all times. Facilities shall not directly or indirectly drain
or discharge into any public or private waterWay.
C. Drinking Water Supplies:
1. Contractor shall protect all public water supplies. No portion of a public water system
containing potable water shall be put into service nor shall service be resumed until
the facility has been effectively disinfected. The procedure used for disinfection shall
conform to the American Water Works Association standards.
D. Industry Safety:
1. Contractor shall comply with all Industrial Safety regulations of the State of
Washington.
2. Safety Program Plan:
a. . The Contractor shall follow its Safety Program Plans and ensure that all lower
tier contractors follow Safety Program Plans. These plans shall be present at
the job site trailer and available for all to review.
b. The Contractor shall establish, supervise and enforce a safe and healthful
working environment. .
3. Accident Prevention and Training Programs:
a. Contractor shall comply with all Accident Prevention Program and Accident
Training Program regulations.
b. The Accident Prevention Program shall be written specifically to the type of
operations and hazards involved in the construction Project.
c. Applicable training programs for each trade are desired to ensure the skill and
competency of all employees are of the highest level in occupational safety
and health fields.
4. Safety Meetings and Inspections:
a. Contractor shall comply with all safety meetings and inspection regulations.
b. Contractor shall conduct safety meetings at the beginning of the job and at
least weekly thereafter. Attendance and subject matter shall be documented
and documentation made available to Owner's Representative.
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85900 - OLYMPIC COLLEGE MATH-SCIENCE BUILDING
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192007 Yost Grube Hall Architecture
01100 - SPECIAL PROVISIONS
5. Fall Protection Work Plan:
a. Contractor shall comply with all fall protection work plan requirements.
b. Contractor shall develop and implement a written Fall Protection Work Plan
including each area of the work place where employees are assigned and
where fall hazards often feet or more exist. This Fall Protection Plan shall be
made available to Owner's Representative.
PART 2 - PRODUCTS
Not Used
PART 3 - EXECUTION
Not Used
END OF SECTION 01100
1'1
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85900 - OLYMPIC COLLEGE MATH-SCIENCE BUILDING
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<<:l2007 Yost Grube Hall Architecture
01152 - APPLICATION FOR PAYMENT
PART 1 - GENERAL
1.1 DESCRlPTION
A Section Includes: Administrative and procedural requirements necessary to prepare and process
Applications for Payment.
B. Related Documents:
1. Drawings, Specifications and general provisions of the Contract, including General and
Supplementary Conditions and other Division 1 Specification Sections, apply to this
Section.
C. Related Sections:
1. General Conditions, Part 6 "Payments and Completion."
2. Division 1 Section "Summary of Work."
3. Division 1 Section "Contract Closeout."
1.2 DEFINITIONS
A Schedule of Values: A statement furnished by Contractor allocating portions of the Contract
Sum to various portions of the Work and used as the basis for reviewing Contractor's
Applications for Payment.
1.3 SCHEDULE OF VALVES
A Coordination: Coordinate preparation of the Schedule of Values with preparation of Contractor's
Construction Schedule.
1. Correlate line items in the Schedule of Values with other required administrative forms
and schedules, including the following: .
a. Application for Payment forms with Continuation Sheets.
b. Submittals Schedule.
c. Contractor's Construction Schedule.
2. Submit the Schedule of Values to Architect at earliest possible date but no later than (14)
days before the date scheduled for submittal of initial Applications for Payment.
B. Format and Content: Use the Project Manual table of contents as a guide to establish line items
for the Schedule of Values. Provide. at least one line item for each Specification Section.
1. Identification: Include the following Project identification on the Schedule of Values:
a. Revise list below to suit Project.
b. Project name and location.
c. Name of Architect.
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01152 - APPLICATION FOR PAYMENT
d. Architect's project number.
e. Contractor's name and address.
f. Date of submittal.
2. Submit draft in Washington State E&AS format sheets.
3. Arrange the Schedule of Values in tabular form with separate columns to indicate the
following for each item listed:
a. Related Specification Section or Division.
b. Description of the Work.
c. Change Orders (numbers) that affect value.
d. Dollar value.
1. Percentage of the Contract Sum to nearest one-hundredth percent,
adjusted to total 1 00 percent.
4. Provide a breakdown of the Contract Sum in enough detail to facilitate continued
evaluation of Applications for Payment and progress reports. Coordinate with the
Project Manual table of contents. Provide several line items for principal subcontract
amounts, where appropriate. Overhead and Profit to be incorporated into each line item.
Include separate line items for the following:
a. General conditions
b. Site mobilization
c. Bonds and insurance
d. Punchlist work
e. De-mobilization
f. Commissioning
g. Operation and maintenance manuals and record drawings
h. Owner training and demonstration
1. Proj ect close-out.
. J. All submittals for which the contractor desires to receive payment for,
independent of material purchase or installation, shall be identified as separate
line items.
5. Round amounts to nearest whole dollar; total shall equal the Contract Sum.
6. Differentiate between items stored on project site (on-site) and items stored off project
site (off-site). If specified, include ,evidence of insurance or bonded warehousing.
a. Contractor may request payment for stored materials only as allowed for in Part
6, Paragraph 6.03 of the General Conditions of the Contract.
7. Schedule Updating: Update and resubmit the Schedule of Values before the next
Applications for Payment wh~n Change Orders or Construction Change Directives result
in a change in the Contract Sum.
PART 2 - PRODUCTS
2.1 APPLICATION FOR PAYMENT
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01152 - APPLICATION FOR PAYMENT
A. Each Application for Payment shall be consistent wIth. previous applications and payments as
certified by Architect and Owner's Representative and paid for by Owner.
1. Initial Application for Payment, Application for Payment at time of Substantial
Completion, and fmal Application for Payment involve additional requirements.
B. Payment Application Times: Submit Applications for Payment montWy. Progress payments
shall be submitted in draft form to Architect one week prior to submitting certified copies each
month. The period covered by each Application for Payment is one month, ending on the last
day of the month.
1. Applications for Payment may project anticipated work to be completed forward only to
the date that draft copies are submitted.
C. Payment Application Forms: Use Washington State department ofE&AS format sheets as form
for Applications for Payment. Forms are to be prepared in type-written form, free of erasure or
correction.
D. Application Preparation: Complete every entry on form. Notarize and execute by a person
authorized to sign legal documents on behalf of Contractor. Architect will return incomplete
applications without action.
1. Entries shall match data on the Schedule of Values and Contractor's Construction
Schedule. Use updated schedules if revisions were made.
2. Prepare the schedule of values in such a manner that each major item ofW ork and each
subcontracted item ofW ork as enumerated in these Specifications is shown as a similarly
numbered and titled line item broken down in terms of material and labor costs on the
Application for Payment.
2. Include amounts of Change Orders and Construction. Change Directives issued before
last day of construction period covered by application. Give number and brief
description of each Change Order.
4. Execute certification with signature of responsible officer of Contracting Firm and
appropriate Notarization.
E. Substantiating Data: Provide when requested by Owner or Architect, to justifY Line Item
amounts.
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01152 - APPLICATION FOR PAYMENT
PART 3 - EXECUTION
3.1 PAYMENTS FOR PRODUCTS STORED OFF PROJECT SITE
A. . General: When avoidance of undue delays or added costs to Owner can be accomplished by
storing products off project site, Owner will make payment to Contractor for said Products
provided that they are in accordance with General Conditions Part 6.03. Location of Bonded
storage facility is required to be within lO-miles of Project site.
1. Stored products are to be clearly labeled and segregated from other items stored in the
facility, and maintained and accessible per requirements of General Conditions Part 6.03.
3.2 PREVAILING WAGE PAYMENT CERTIFICATION
A. General: Submit Prevailing Wage Payment Certification Forms as required by General
Conditions, Part 5.04 "Prevailing Wages."
3.3 SUBMITTAL PROCEDURE
A. General:
1. Submit signed and notarized original copies of each Application for Payment to
Architect by a method ensuring receipt within 24 hours. One copy shall include waivers
of lien and similar attachments if required.
2. Transmit each copy with a transmittal form listing attachments and recording appropriate
information about application.
3. Submit six (6) copies of each Application.
4. Architect's Action: When application is complete and acceptable, Architect will sign and
forward four (4) copies to Owner, retaining one copy, and forwarding one copy to
Contractor.
5. Owner's Action: Per General Conditions, Part 6 "Payments and Completion."
B. Initial Application for Payment: Administrative actions and submittals that must precede or
coincide with submittal of first Application for Payment include the following:
1. List of subcontractors.
2. Schedule of Values.
3. Contractor's Construction Schedule (preliminary ifnot [mal).
C. Application for Payment at Substantial Completion: After issuing the Certificate of Substantial
Completion, submit an Application for Payment showing 100 percent completion for portion of
the Work claimed as substantially complete.
1. Include documentation supporting claim that the Work is substantially complete and a
statement showing an accounting of changes to the Contract Sum.
2. This application shall reflect Certificates of partial Substantial Completion issued
previously for Owner occupancy of designated portions of the Work.
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01152 - APPLICATION FOR PAYMENT
D. Final Payment Application: Submit [mal Application for Payment with releases and supporting
documentation not previously submitted and accepted, including, but not limited, to the
following:
1. Evidence of completion of Proj ect closeout requirements.
2. Insurance certificates for products and completed operations where required and proof
that taxes, fees, and similar obligations were paid.
3. Updated [mal statement, accounting for [mal changes to the Contract Sum.
4. Evidence that claims have been settled.
5. Final meter readings for utilities, a measured record of stored fuel, and similar data as of
date of Substantial Completion or when Owner took possession of and assumed
responsibility for corresponding elements of the Work.
6. Final, liquidated damages settlement statement.
END OF SECTION 01152
Demo Package - Permit Set
01152 - 5
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01200 - PROJECT MEETINGS
PART 1 - GENERAL
1.1 PRE-CONSTRUCTION MEETING
A. Project Architect, Contractor, and the Owner or the Owner's Representative will meet prior to
start of the Work to discuss at least the following topics and any others of mutual interest:
1. Signed contracts.
2. List of subcontractors.
3. Insurance coverage.
4. Bonds.
5. Job inspections.
6. Early purchase of, and/or lead time requirements, for material and equipment.
7. Pre-purchased equipment.
8. Monthly payment date.
9. Portion of site to be occupied by construction.
10. Parking.
11. Maintenance of access and safety.
12. Processing of field decisions and change orders.
13. Labor provisions.
14. Material submittals.
15. Owner access during construction.
16. Review of contract documents.
17. Coordination procedures and separate contracts.
18. Progress schedules.
19. Critical Work sequencing.
20. Safety and eme~gency procedures.
21. Security procedures.
22. Hazardous materials.
23. Progress meetings.
24. Contract close-out.
25. Groundbreaking.
B. Location of Meeting: Project site.
C. Minutes: Architect will record and distribute pre-construction meeting minutes.
1.2 PROGRESS MEETINGS
A. Conduct progress meetings .at weekly intervals. Coordinate dates of meetings with preparation of
payment requests. The Contractor will schedule and administer Progress Meetings to occur on a
weekly basis and will: -
Demo Package - Permit Set
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85900 - OLYMPIC COLLEGE MATH-SCIENCE BUILDING
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@ 2007 Y 08t Grube Hall Architecture
01200 - PROJECT MEETINGS
1. Schedule Progress meetings, once per week unless otherwise approved by the Owner or
Owner's Representative. Time and day to be determined during Pre-Construction
meeting. Coordinate agenda with Owner's Representative.
2. Make physical arrangements for and preside at meetings.
3. Review meeting minutes within three (3) days of issued date.
4. (1) meeting per month will be designated as a "monthly meeting" to include attendance
of Consultant team members, sub-consultants, and all sub-contractors representatives
whose work is currently under way or planned to start in the coming month.
B. Location of Meetings: Project site.
C. Attendance:
1. The Owner or the Owner's Representative.
2. Contractor.
3. Subcontractors affected by agenda.
4. Project Architect and/or Engineer as necessary.
5. Owner or the Owner's Representative will attend meetings to ascertain Work is
expedited consistent with Progress Schedule and with Contract Documents.
D. Minimum Agenda:
1. Review and approve minutes from previous meeting.
2. Review Work progress since previous meeting.
3. Discuss field observations, and problems.
4. Present and discuss Two Week Look Ahead Schedule as defined in Division 1 Section
"Project Schedule."
5. Review delivery schedules, construction schedule, and identify problems that impede
planned progress.
6. Review proposed changes.
7. Material submittals. .
8. Note all new subcontractors performing Work at the job site.
9. Construction Modifications.
10. Contract Issues.
11. Architect's Comments.
12. Contractor's Comments.
13. Owner's Comments.
E. Reporting: Architect will record and distribute progress meeting minutes.
1.3 COORDINATION MEETINGS
A. Conduct Project coordination meetings at monthly intervals. Project coordination meetings are
in addition to specific meetings held for other purposes, such as progress meetings and pre-
installation conferences.
B. Attendance:
1. Contractor.
2. Primary Consultants affected by agenda.
Demo Package - Permit Set
01200 - 2
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01200 - PROJECT MEETINGS
3. Major Subcontractors affected by agenda.
C. Agenda: Review and correct or approve minutes of the previous coordination meeting. Review
other items of significance that could affect progress. Include topics for discussion as
appropriate to status of Project.
1. Combined Contractor's Construction Schedule: Review progress since the last
coordination meeting. Determine whether each contract is on time, ahead of schedule, or
behind schedule, in relation to Combined Contractor's Construction Schedule.
Determine how construction behind schedule will be expedited; secure commitnients
from parties involved to do so. Discuss whethe;r schedule revisions are required to
ensure that current and subsequent activities will be completed within the Contract Time.
2. Schedule Updating: Revise Combined Contractor's Construction Schedule after each
coordination meeting where revisions to the schedule have been made or recognized.
Issue revised schedule concurrently with report of each meeting.
3. Review present and future needs of each contractor present, including the following.
a. Adjust list below to suit Project.
b. Interface requirements.
c. Sequence of operations.
d. Status of submittals.
e. Deliveries.
f. Off-site fabrication.
g. Access.
h. Site utilization.
i. Temporary facilities and controls.
J. Work hours.
k. Hazards and risks.
L Progress cleaning.
m. Quality and work standards.
n. Change Orders.
D. Reporting: Contractor shall record coordination meeting results and distribute copies to
everyone in attendance and to others affected by decisions or actions resulting from each
meeting.
1.4 PRE-INSTALLATION CONFERENCES
A. Attendees: Installer and representatives of manufacturers and fabricators involved in or affected
by the installation and its coordination or integration with other materials and installations that
have preceded or will follow, shall attend the meeting. Advise Architect and Owner's
Representative of scheduled meeting dates.
B. Agenda: Review progress of other construction activities and preparations for the particular
activity under consideration, including requirements for the following:
1. The Contract Documents.
2. Options.
3. Related RFIs.
4. Related Change Orders.
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01200 ~ PROJECT MEETINGS
5. Purchases.
6. Deliveries.
7. Submittals.
8. Review ofmockups.
9. Possible conflicts.
10. Compatibility problems.
11. Time schedules.
12. Weather limitations.
13. Manufacturer's written recommendations.
14. Warranty requirements.
15. Compatibility of materials.
16. Acceptability of substrates.
17. Temporary facilities and controls.
18. Space and access limitations.
19. Regulations of authorities having jurisdiction.
20. Testing and inspecting requirements.
21. Installation procedures.
22. Coordination with other work.
23. Required performance results.
24. Protection of adjacent work.
25. Protection of construction and personnel.
C. The Contractor will schedule and administer Pre-Installation Meetings:
1. Record significant conference discussions, agreements, and disagreements. including
required corrective measures and actions.
2. Reporting: Distribute minutes of the meeting to each party present and to parties who
should have been present.
3. Do not proceed with installation if the conference cannot be successfully concluded.
Initiate whatever actions are necessary to resolve impediments to performance of the
Work and reconvene the conference at earliest feasible date.
D. Provide Pre-Installation Meetings for the following Sections, as well as any others deemed
necessary by the Contractor:
1. Division 3 Section "Cast-in-Place Concrete."
2. Division 4 Section "Brick Veneer."
3. Division 5 Sections "Structural Steel", "Steel Joists", and "Steel Deck."
4. Division 6 Section "Custom Casework."
5. Division 7 Section "Modified Bituminous Roofmg."
6. Division 9 Section "Tile."
7. Division 15 Mechanical Systems
8. Division 15 Section "Sprinkler Systems"
9. Division 16 AudioNisual (NY) Sections.
E. Location of Meeting: Project site.
1.5 COMMISSIONING MEETINGS
A. The Commissioning Authority shall schedule meetings according to Division 1 Section
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(Q 2007 Yost Grube Hall Architecture
01200 - PROJECT MEETINGS
"Commissioning" which the involved or affected Contractors shall attend.
B. Location of Meetings: Project site.
C. Minutes: Commissioning Authority will record and distribute commissioning meeting minutes.
PART 2 - PRODUCTS
Not Used
PART 3 - EXECUTION
Not Used
END OF SECTION 01200
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<<:l2007 Yost Grube Hall Architecture
01300 - SUBMITTALS
PART I-GENERAL
1.1 SUMMARY
A. Section includes: Administrative and procedural requirements for submittals required for
performance of the Work, including the following:
1. Contractor's construction schedule.
2. Submittal schedule.
3. Daily construction reports.
4. Coordination drawings.
5. Shop Drawings.
6. Product Data.
7. Samples.
8. Quality assurance submittals.
B. Administrative Submittals: Refer to other Division 1 Sections and other Contract Documents for
requirements for administrative submittals. Such submittals include, but are not limited to, the
following:
1. Permits.
2. Applications for Payment.
3. Performance and payment bonds.
4. lnsurance certificates.
5. List of subcontractors.
C. Related Sections: Following Sections contain requirements that relate to this Section:
1. Division 1 Section "Project Meetings": Requirements for submittal and distribution of
meeting and conference minutes.
2. Division 1 Section "Contract Closeout": Requirements for submittal of Project Record
Documents and warranties at project closeout.
1.2 DEFINITIONS
A. Coordination Drawings: Show the relationship and integration of different construction elements
that require careful coordination during fabrication or installation to fit in the space provided or
to function as intended.
1. Preparation of Coordination Drawings is specified in Division 1 Section "Coordination"
and may include components previously shown in detail on Shop Drawings or Product
Data.
B. Field samples: Full-size physical examples erected on-site to illustrate finishes, coatings, or
finish materials. Field samples are used to establish the standard by which the Work will be
judged.
Demo Package - Permit Set
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(l:) 2007 Yost Grube Hall Architecture
01300 - SUBMITTALS
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C. Mockups: Full-size assemblies for review of construction, coordination, testing, or operation;
they are not Samples.
1.3 SUBMIITAL PROCEDURES
A. Contractors Responsibilities: Each submittal is required to be thoroughly reviewed for
compliance with the Contract Documents; annotated with comments; legibly marked with
corrections; and identified as such prior to submitting to the Architect for review. Failure to
comply with these requirements will result in the return of the submission without action by the
Architect.
B. Coordination: Coordinate preparation and processing of submittals with performance of
construction activities. Transmit each submittal sufficiently in advance of performance of
related construction activities to avoid delay.
1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other
submittals, and related activities that require sequential activity.
2. Coordinate transmittal of different types of submittals for related elements of the Work
so processing will not be delayed by the need to review submittals concurrently for
coordination.
3. The Architect reserves the right to withhold action on a submittal requiring coordination
with other submittals until all related submittals are received.
C. Processing: To avoid the need to delay installation as a result of the time required to process
submittals, allow sufficient time for submittal review, including time for re-submittals.
1. Allow 2 weeks for initial review. Allow additional time if the Architect must delay
processing to permit coordination with subsequent submittals.
a. If an intermediate submittal is necessary, process the same as the initial
submittal.
2. Allow 2 weeks for reprocessing each submittal.
3. No extension of Contract Time will be authorized because of failure to transmit
submittals to the Architect sufficiently in advance of the Work to perniit processing.
D. Submittal Preparation: Place a permanent label or title block on each submittal for identification.
Indicate the name of the entity that prepared each submittal on the label or title block.
1. Provide a space approximately 4 by 5 inches (100 by 125 mm) on the label or beside the
title block on Shop Drawings to record the Contractor's review and approval markings
and the action taken.
2. Include the following information on the label for processing and recording action
taken.
1. Project name.
2. Date.
3. Name and address of the Architect.
4. Name and address of the Contractor.
5. Name and address of the subcontractor.
Demo Package - Permit Set
01300 - 2
05/18/07
WAE&AS Project No. 2003-143
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01300 - SUBMITTALS
6. Name and address ofllie supplier.
7. Name of the manufacturer.
8. Number and title of appropriate Specification Section.
9. Drawing number and detail references, as appropriate.
E. Submittal Transmittal: Package each submittal appropriately for transmittal and handling.
Transmit each submittal from the Contractor to the Architect using a transmittal form. The
Architect will not accept submittals received from sources other than the Contractor.
I. On the transmittal, record relevant information and requests for data. On the form, or
separate sheet, record deviations from Contract Document requirements, including
variations and limitations. Include Contractor's certification that information complies
with Contract Document requirements.
1.4 CONTRACTOR'S CONSTRUCTION SCHEDULE
A Prepare and submit a Construction Progress Schedule as specified in Division 1 Section
"Project Schedule." Submit within 30 days after the date established for "Commencement of the
Work." If requested by the Owner's Representative, submit task dependencies and the number
of personnel assigned to each task.
1. Distribution: Following response to the initial submittal, print and distribute copies to
the Architect, Owner, subcontractors, and other parties required to comply with
scheduled dates. Post copies in the Project meeting room and temporary field, office.
a. When revisions are made, distribute to the same parties and post in the same
locations. Delete pal,iies from distribution when they have completed their
assigned portion of the Work and are no longer involved in construction
activities.
2. Schedule Updating: Revise the schedule after each meeting, event, or activity where
revisions have been recognized or made. Issue the updated schedule concurrently with
each request for payment.
B. Prepare and submit a Short Interval Schedule as specified in Division 1 Section "Project
Schedule. "
1.5 SUBMITTAL SCHEDULE
A General: After development and acceptance of the Contractor's Construction Schedule, prepare a
complete schedule of submittals. Submit the schedule within 10 days of the date required for
submittal of the Contractor's Construction Schedule.
B. Schedule Relationships: Coordinate Submittal Schedule with the list of subcontracts, Schedule
of Values, and the list of products as well as the Contractor's Construction Schedule.
C. Schedule Organization: Prepare the schedule in chronological order. Provide the following
information:
I. Scheduled date for the first submittal.
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01300 - SUBMITTALS
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2. Related Section number.
3. Submittal category (Shop Drawings, Product Data, or Samples).
4. Name of the subcontractor.
5. Description of the part of the Work covered.
6. Scheduled date for re-submittal.
7. . Scheduled date for the Architect's fmal release or approval.
D. Distribution; Following response to the initial submittal, print and distribute copies to the
Architect, Owner, subcontractors, and other parties required to comply with submittal dates
indicated. Post copies in the Project meeting room and field office.
1. When revisions are made, distribute to the same parties and post in the same locations.
2. Delete parties from distribution when they have completed their assigned portion of the
Work and are no longer involved in construction activities.
E. Schedule Updating: Revise the schedule after each meeting or activity where revisions have
been recognized or made. Issue the updated schedule concurrently with the report of each
meeting.
1.6 DAILY CONSTRUCTION REPORTS
A. General: Prepare a daily construction report recording the following information concerning
events at the site, and submit duplicate copies to the Architect at weekly intervals:
1. List of subcontractors at the site.
2. Approximate count of personnel at the site.
3. High and low temperatures, general weather conditions.
4. Accidents and unusual events.
5. Meetings and significant decisions.
6. Stoppages, delays, shortages, and losses.
7. Meter readings and similar recordings.
8. Emergency procedures.
9. Orders and requests of governing authorities.
10. Change Orders received, implemented.
11. Services connected, disconnected.
12. Equipment or system tests and startups.
13. Partial Completions, occupancies.
14. Substantial Completions authorized.
15. Inspections and results of inspections including estimated dates for re-inspections.
16. Visitor list including reasons for visit.
17. Tests and! or samples taken.
1.7 COORDINATION DRAWINGS
A. General: Submit coordination drawings as indicated in Division 1 Section "Coordination."
B. Contractor shall allow adequate time in the Project schedule for preparation of coordination
drawings and review by the Owner's Representative.
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01300 - SUBMITTALS
C. Coordination drawings shall submitted to the Owner's Representative for review at least 20
calendar days before the date they are required for fabrication or installation.
1.8 SHOP DRA WlNGS
A. General: Submit newly prepared information drawn accurately to scale. Highlight, encircle, or .
otherwise indicate deviations from the Contract Documents. Do not reproduce Contract
Documents or copy standard information as the basis of Shop Drawings. Standard information
prepared without specific reference to the Project is not a Shop Drawing.
1. Submittals shall be sent to the Owner's Representative at least 15 calendar days before
the date each is required for fabrication or mstallation for items requiring review by the
Owner only.
2. Submittals to be reviewed by Owner's Representative shall be sent to the Owner's
Representative at least 20 calendar days before the date each is required for fabrication
or installation.
3. Submittals involving Substitution Requests or other modifications requiring review by
the Owner's Representative and/or the Owner's consultants shall be sent to the Owner's
Representative at least 20 calendar days before the date each is required for fabrication
or installation. Substitution Requests following the bidding period are not accepted
except as indicted in Division I Section "Substitutions."
4. Contractor to establish and maintain submittal schedule for review and approval by
Owner's Representative during project meetings.
B. Scope: Shop Drawings include fabrication and installation Drawings, setting diagrams,
schedules, patterns, templates and similar Drawings. Include the following information:
1. Dimensions.
2. Identification of products and materials included by sheet and detail number.
3. Compliance with specified standards.
4. Notation of coordination requirements.
5. Notation of dimensions established by field measurement.
C. Sheet Size: Except for templates, patterns and similar full-size Drawings, submit Shop Drawings
on sheets at least 8-1/2 by 11 inches (215 by 280 rom) but no larger than 32 by 40 inches.
D. Initial and Final Submittal: Submit a minimum of 5 blue- or black-line prints; submit five (6)
prints where required for maintenance manuals. The Architect will retain two (2) prints and
return the remainder. Provide (1) copy for Commissioning Agent as required by Division
01810-Commissioning.
1. One of the prints returned shall be marked up and maintained by the General Contractor
as a "Record Document."
2. Do not use Shop Drawings without an appropriate final stamp indicating action to be
taken.
1.9 PRODUCT DATA
A. General: Collect Product Data into a single submittal for each element of construction or system.
Product Data includes printed information, such as manufacturer's installation instructions,
Demo Package - Permit Set
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catalog cuts, standard color charts, roughing-in diagrams and templates, standard wiring
diagrams, and performance curves, MSDS (Material Safety Data Sheets), and similar
information.
B. Identification: Mark each copy to show applicable choices and options. Where printed Product
Data includes information on several products that are not required, mark copies to indicate the
applicable information. Include the following ,information:
1. Manufacturer's printed recommendations.
2. Compliance with trade association standards.
3. Compliance with recognized testing agency standards.
4. Application of testing agency labels and seals.
5. Notation of dimensions verified by field measurement.
6. Notation of coordination requirements.
C. Compliance: Do not submit Product Data until compliance with requirements of the Contract
Documents has been confrrmed.
D. Preliminary Submittal: Submit a preliminary single copy of Product Data where selection of
options is required.
E. Submittals: Submit a minimum of 4 copies of each required submittal; submit 5 copies where
required for maintenance manuals. The Architect will retain two and will return the others
marked with action taken and corrections or modifications required.
1. Unless noncompliance with Contract Document provisions is observed, the submittal
may serve as the [mal submittal.
F. Distribution: Furnish copies of final ,submittal to installers, subcontractors, suppliers,
manufacturers, fabricators, and others required for performance of construction activities.
Show distribution on transmittal forms. '
G. Cautions:
1. Do not proceed with installation until a copy of Product Data is in the Installer's
posseSSlOn.
2. Do not permit use of unmarked copies of Product Data in connection with construction.
Demo Package - Permit Set
01300 - 6
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,WAE&AS Project No. 2003-143
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85900 - OLYMPIC COLLEGE MATH-SCIENCE BUILDING
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@ 2007 Yost Grube Hall Architecture
01300 - SUBMITTALS
1.10 SAMPLES
A. General: Submit full-size, fully fabricated Samples cured and fmished as specified and
physically identical with the material or product proposed. Samples include partial sections of
manufactured or fabricated components, cuts or containers-of materials, color range sets, and
swatches showing color, texture, and pattern. Mount or display Samples in the manner to
facilitate review of qualities indicated. Prepare Samples to match the Architect's sample.
Include the following:
1. Specification Section number and reference.
2. Generic description of the Sample.
3. Sample source.
4. Product name or name of the manufacturer.
5. Compliance with recognized standards.
6. Availability and delivery time.
B. Submission: Submit Samples for review of size, kind, color, pattern, and texture. Submit
Samples for a final check of these characteristics with other elements and a comparison of these
characteristics between the final submittal and the actual component as delivered and installed.
1. Where variation in color, pattern, texture, or other characteristic is inherent in the
material or product represented, submit at least 3 multiple units that show limits of the
variations.
2. Refer to other Specification Sections for requirements for Samples that illustrate
workmanship, fabrication techniques, details of assembly, connections, operation, and
similar construction characteristics.
3. Refer) to other Sections for Samples to be returned to the Contractor for incorporation in
the Work. Such Samples must be undamaged at time of use. On the transmittal,
indicate special requests regarding disposition of Sample submittals.'
4. Samples not incorporated into the Work, of otherwise designated as the Owner's
property, are the property of the Contractor and shall be removed from the site prior to
Substantial Completion. .
C. Preliminary Submittals: Submit a full set of choices where Samples are submitted for selection
of color, pattern, texture, or similar characteristics from a range of standard choices. The
Architect will review and return preliminary submittals with the Architect's notation, indicating
selection and other action.
D. Submittals: Except for Samples illustrating assembly details, workmanship, fabrication
techniques, connections, operation, and similar characteristics, submit 3 sets. The Architect will
return one set marked with the action taken.
1. Maintain sets of Samples, as returned, at the Project Site, for quality comparisons
throughout the course of construction.
2. . Unless noncompliance with Contract Document provisions is observed, the submittal
may serve as the final submittal. .
3. Sample sets may be used to obtain final acceptance of the construction associated with
each set.
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01300- SUBMITTALS
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E. Distribution of Samples: Prepare and distribute additional sets to subcontractors, manufacturers,
fabricators, suppliers, installers, and others as required for performance of the Work. Show
distribution on transmittal forms.
1. Field samples are full-size examples erected on-site to.illustrate finishes, coatings, or
finish materials and to establish the Project standard.
F. Records: Comply with submittal requirements to the fullest extent possible. Process transmittal
forms to provide record of activity.
1.11 QUALITY ASSURANCE SUBMfITALS
A. General: Submit quality-control submittals, including design data, certifications, manufacturer's
instructions, manufacturer's field reports, and other quality-control submittals as required under
other Sections of the Specifications.
B. Certifications: Where other Sections of the Specifications require certification that a product,
material, or installation complies with specified requirements, submit a notarized certification
from the manufa~turer certifying compliance with specified requirements.
C. Signature: Certification shall be signed by an officer of the manufacturer or other individual
authorized to sign documents on behalf of the company.
D. Inspection and Test Reports: Requirements for submittal of inspection and test reports from
independent testing agencies are specified in Division 1 Section "Quality Contro1."
1.12 ARCHITECT'S ACTION
A. General: Submittal review is only for general conformance with the design concept of the
project and general compliance with the infonnation given in the Contract Documents.
Corrections or COn'lments made on the shop drawings during the review do not relieve the
Contractor from compliance with the requirements of the plans and specifications. Approval of
a specific item shall not include approval of an assembly of which the item is a component. The
Contractor is responsible for the following:
1. Dimensions to be confirmed and correlated at the jobsite;
2. Information that pertains solely to the fabrication processes or to the means, methods,
techniques, sequences, and procedures of construction;
3. Coordination of his or her Work with that of all other trades; and
4. Performing all work in a safe and satisf~ctory manner.
B. Except for submittals for the record or infonnation, where action and return is required, the
Architect will review each submittal, mark to indicate action taken, and return promptly.
1. Compliance with specified characteristics is the Contractor's responsibility.
C. Action Stamp: The Architect will stamp each submittal with a uniform action stamp. The
Architect will mark the stamp appropriately to indicate the action. taken. The reviewed materials
will be marked as follows:
Demo Package - Permit Set
01300 - 8
05/18/07
WAE&AS Project No. 2003-143
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85900 - OLYMPIC COLLEGE MATH-SCIENCE BUILDING
DEMOUTION PACKAGE
~ 2007 Yost Grube Hall Architecture
01300 - SUBMITTALS
1. "Reviewed;" which means fabrication, manufacture and/or installation may proceed.
2. "Furnish as Corrected," which means fabrication, manufacture and/or installation may
proceed with revisions as noted.
3. "Revise and Resubmit," which means that fabrication, manufacture and/or installation
may not proceed; make arrangements for the re-review of the proposed Work with the
Owner as soon as possible.
D. Unsolicited Submittals: The Architect will return unsolicited submittals to the sender without
action.
PART 2 - PRODUCTS
Not Used
PART 3 - EXECUTION
Not Used
END OF SECTION 01300
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Demo Package - Permit Set
01300 - 9
05/18/07
WAE&AS Project No. 2003-143
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85900 - OLYMPIC COLLEGE MATH-SCIENCE BUILDING
DEMOLITION PACKAGE
@ 2007 Y 08t Grube Hall Architecture
01310 - PROJECT SCHEDULE
PART I GENERAL
1.1 SUMMARY
A. General: Refer to General Conditions, Part 3.02 "Construction Schedule." The purposes of
the Schedule are:
1. Ensure adequate planning and execution of the work by the Contractor.
2. Establish the standard against which satisfactory progress of the project shall be
judged.
3. Assist in monitoring progress
4. Assess the impact of any changes to the Contract.
S. Support the basis for progress payments. .
1.2 WORK INCLUDED
A. Add the following to Part 3.02, Section B of the Supplemental Conditions:
"The Progress Schedule shall be in the form a critical path method (CPM) analysis. The
preliminary Progress Schedule may be general, showing the maj or portions of the Work.
Fully detailed CPM Progress Schedule shall be submitted as directed in Division 1 Section
'Project Schedule.'"
1. Provide a separate time bar for each significant construction activity. Provide a
continuous vertical line to identify the first working day of each week. Use the same
breakdown of units ofthe Work as indicated in the "Schedule of Values. II
2. Within each time bar, indicate estimated completion percentage in 10 percent
increments. As Work progresses, place a contrasting mark in each bar to indicate
" Actual Completion.
3. Prepare the schedule on a sheet, or series of sheets, of sufficient width to show data
for the entire construction period.
4. Secure time commitments for performing critical elements of the Work from parties
involved. Coordinate each element on the schedule with other construction activities;
include minor elements involved in the sequence of the VI ork. Show each activity in
proper sequence. Indicate graphically the sequences necessary for completion of
related portions of the Work.
5. Coordinate the Contractor's Construction Schedule with the Schedule of Values, list of
subcontracts, Submittal Schedule, progress reports, payment requests, and other
schedules.
6. Indicate completion in advance of the date established for Substantial Completion.
Indicate Substantial Completion on the schedule to allow time for the Architect's
procedures necessary for certification of Substantial Completion.
7 . Work Stages: Indicate important stages of construction for each major portion of the
Work, including submittal review, testing, and installation.
8. Area Separations: Provide a separate time bar to identify each major construction area
for each major portion of the Work. Indicate where each element in an area must be
Demo Package - Permit Set
01310 - 1
05/18/07
W A E&AS Project No. 2003-143
85900 - OLYMPIC COLLEGE MATH~SCIENCE BUILDING
DEMOLITION PACKAGE
@ 2007 Yost Grube Hall Architecture
01310 - PROJECT SCHEDULE
sequenced or integrated with other activities.
9. Cost Correlation: At the head ofthe schedule, provide a cost correlation line,
indicating planned and actual costs. On the line, show dollar volume of Work
performed as of the dates used for preparation of payment requests.
a. Refer to Division I Section "Applications for Payment" for cost reporting and
payment procedures.
B. Payment: Processing and payment of the first application for payment shall be contingent
upon receipt, review, and subsequent acceptance of the fully detailed CPM Progress Schedule.
C. Weekly Schedules: Provide weekly Short Interval Schedules as specified in this Section.
D. Submittal Schedule: Provide a coordinated Submittal Schedule in accordance with Division 1
Section "Submittals" and as specified in this Section.
1.3 SHORT lNTERV AL SCHEDULE
A. In the General Conditions, Part 3.02 "Construction Schedule", Article D.l shall be added as
follows:
1. "The Contractor shall prepare and provide to the Owner and Architect a weekly Short
Interval Schedule based upon the Contractors work plan and the updated Progress
Schedule, to be distributed each week during the construCtion progress meeting."
B. Content: Include the work plaimed for the next two-week period and the work that had been
performed in the previous week.
C. Copies: Provide at the weekly progress meetings to be used as a basis for discussion of
progress and of planned work.
1.4 SUBMITTAL SCHEDULE
A. General: Immediately following the acceptance of the Progress Schedule by the Owner and
Architect, prepare and submit a complete schedule of work-related submittals based on the
Progress Schedule, and required by the Specifications. Submit this schedule within ten
calendar days of the acceptance of the Progress Schedule by the Owner and Architect. Sort
the submittal schedule by subcontractor responsibility/identification and sub-sort by Early
Start.
B. Form: Name of subcontractor, generic description of work covered, related specification
section numbers, activity or event number on progress schedule, scheduled date for first
submission, and blank columns for actual date of submittal, re-submittal, and [mal release or
acceptance by the Architect.
Demo Package - Permit Set
01310 - 2
05/18/07
W A E&AS Project No. 2003-143
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85900 - OLYMPIC COLLEGE MATH-SCIENCE BUILDING
DEMOLITION PACKAGE
@2007YostGrubeHallArchitecture
01310 - PROJECT SCHEDULE
PART 2 - PRODUCTS
Not Used
PART 3 - EXECUTION
Not Used
END OF SECTION 01310
Demo Package - Permit Set
01310 - 3
05/18/07
WAE&AS Project No. 2003-143
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DEMOLITION PACKAGE
@2007 Yost Grube Hall Architecture
01352 - LEED REQUIREMENTS
PART 1 GENERAL
1.1 SUMMARY
A. This section includes general requirements and procedures for compliance with certain U.S.
Green Building Council (USGBC) LEED@ prerequisites and credits needed for the Project to
obtain LEED Silver certification.
1. Other LEED prerequisites and credits needed to obtain LEED Certification are
dependent on material selections and may not be specifically identified as LEED
requirements. Compliance with requirements needed to obtain LEED prerequisites and
credits may be used as one criterion to evaluate substitution requests.
2. Additional LEED prerequisites and credits needed to obtain the indicated LEED
certification are dependent on the Architect's design and other aspects of the Project that
are not part of the Work of this contract.
1.2 RELATED SECTIONS
A. Related sections include the following:
1. Division 1 Section "Construction Waste Management."
2. Division 1 Section "Construction IAQ Management."
3. Divisions 1 through 16 Sections for LEED Requirements specific to the Work of each of
these Sections. These requirements mayor may not include reference to LEED.
1.2 DEFINITIONS
A. LEED-NC v2.1: Leadership in Energy and Environmental Design - New Construction and
Major Renovations version 2.1. LEED is a national rating system for green buildings created- by
the US Green Building Council. All references to LEED throughout the Construction
Documents shall mean LEED-NC v2.1, unless otherwise stated.
B. 'Reused Material: Salvaged, refurbished or reused materials, products and furnishings that have
been returned to active use in the same or related capacity as their original use.
C. ,Recycled Content: The percentage by weight of constituents that have been recovered or
otherwise diverted from the solid waste stream, either during the manufacturing process (pre-
consumer or post-industrial), or after consumer use (post-consumer).
1. Scraps, spills or other waste from the original manufacturing process that are combined
, with other constituents after a minimal amount of reprocessing for use in the further
production of the same product are not recycled materials.
2. Discarded materials from one manufacturing process that are used as constituents in
another manufacturing process are pre-consumer recycled materials.
D. Regionally Manufactured Materials: Materials that are manufactured within a radius of 500
miles from the Project location. Manufacturing refers to the [mal assembly of components into
the building product that is delivered and installed at the Project location.
Demo Package - Permit Set
01352 - 1
05/18/07
WAE&AS Project No. 2003-143
85900 - OLYMPIC COLLEGE MATII-SCIENCE BUilDING
DEMOLITION PACKAGE
<92007 Y 08t Grube Hall Architecture
01352 - LEED REQUIREMENTS
E. Regionally Extracted Materials: Constituent materials which are extracted, harvested or
recovered (from salvage or recycling) and manufactured within a radius of 500 miles from the
Project location.
F. Rapidly Renewable Materials: Materials made from agricultural products that are typically
harvested within a ten-year or shorter cycle. Rapidly renewable materials include products made
from straw, jute, flax, bamboo, cotton, vegetable oil, wool or sunflower seed hulls.
G. Chain-of-Custody Certificate: A certificate signed by a manufacturer certifying a wood product
was obtained from forests certified by a Forest Stewardship Council (FSC) accredited
certification body to comply with FSC 1.2, "Principals and Criteria." Certificates shall include
evidence that the mill and distributor are certified for chain-of-custody by a FSC-accredited
certification body.
H. Composite Wood and Agri-fiber Board: Manufactured materials made from wood or agricultural
fibers manufactured with bonding agents. Composite wood materials include particle board,
OSB, MDF, strawboard, plywood and wheat board. Composite wood components used in
assemblies are also controlled(e.g. door cores, panel substrates, plywood section of I-beams,
etc.). Adhesive used in woodlagrifiber assemblies (veneered panels, composite wood products
contained in engineered lumber, door assemblies, etc.) is not controlled in version LEED-NC
(v2.1).
1.3 SUBMITTALS
A. General: Submit additional LEED related submittals included in other Sections of the
Specifications.
B. LEED submittals are in addition to other submittals. If submitted item is identical to that
submitted to comply with other requirements, submit duplicate copies as a separate submittal to
verify compliance with indicated LEED requirements.
C. Project Materials Cost Data: Provide the necessary cost data requested on the LEED Materials
Calculator (sample can be provided), including the total Project materials cost and itemized costs
of specific materials being tracked for LEED credits. All material costs exclude labor and
equipment and the total materials cost is exclusive of Specialties, Conveying Systems and
Mechanical and Electrical components.
D. LEED Action Plans: Within 30 days of Notice to Proceed submit the following action plans:
1. . Credit MRc2: Construction waste management plan complying with Division 1 Section
"Construction Waste Management."
2. Credit EQc3.1: Construction indoor air quality management plan complying with
Division 1 Section "Construction IAQ Management."
E. LEED Progress Reports: Concurrent with each Application for Payment, submit reports, as
applicable to the Project, summarizing progress in construction and purchasmg activities related
to the following credits:
1. Credit MRc2: Construction waste reduction progress reports complying with Division I
Section "Construction Waste Management."
Demo Package - Permit Set
01352 - 2
05/18/07
WAE&AS Project No. 2003-143
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85900 - OLYMPIC COLLEGE MATH-SCIENCE BUILDING
DEMOLITION PACKAGE
<92007 Yost Grobe Hall Architecture
01352 - LEED REQUIREMENTS
2. Credit MRc4: Summary of product data and mate:rial costs collected for all recycled
content materials that have been purchased or installed.
3. Credit MRc5: Suri1mary of manufacturer's information and material costs collected for
all regionally manufactured materials and regionally extracted, harvested or recovered
materials that have been purchased or installed.
4. Credit MRc7: Summary ofFSC certification, product data and materials costs collected
for all wood-based materials and products that have been either sourced, purchased or
installed.
5. Credit EQc3.1: Construction indoor air quality management reports complying with
Division 1 Section "Construction IAQ Management." .
6. . Credit EQc4: Summary of product data collected for all adhesives, sealants, paints,
coatings, carpeting, and composite wood materials purchased and installed inside of the
building's moisture barrier.
F. LEED Documentation Submittals: For each Section of the Specification, submit the following
for each applicable LEED Credit.
1. Credit SSc4.2: Alternative Transportation, Bicycle Storage and Changing Rooms: Cut
sheets of installed bicycle securing apparatus.
2. Credit SSc7.1: Heat Island Effect, Non-roof: Product data for paving materials
indicating tested solar reflectance value.
3. Credit SSc7.2: Heat Island Effect, Roof: Cut sheets and product data for roofing
materials indicating Energy Star rating and tested initial solar reflectance, 3-year- aged
reflectance (per ASTM E903-96) and emissivity (per ASTM E408-7l).
4. Credit SSc8: Light Pollution Reduction: Cut sheets for all exterior light fixtures
indicating lamp lumen data and shielding and cut-off information.
5. Credit WEc 1: Water Efficient Landscaping: Cut sheets of irrigation system components
and controls contributing to water savings.
6. Credit WEc3: Water Use Reduction: Cut sheets for all faucets, showers, toilets and
urinals indicating flow rates (gallons/minute) and flush volumes (gallons/flush).
7. Prerequisite EAc3: CFC Reduction in HV AC&R Equipment: Cut sheets for HV AC
equipment indicating refrigerant type.
8. Credit EAc4: Ozone Protection: Cut sheets for HV AC equipment indicating refrigerant
type.
9. Credit MRc2: Construction Waste Management:
a. Comply with Division 1 Section "Construction Waste Management."
b. Construction waste management plan. ' "
c. Complete LEED construction waste calculations.
d. Itemized waste hauling certificates/receipts for all waste removed from the Project site
and documentation of recycling recovery rate for off-site sorting facilities (if waste is
commingled).
Demo Package - Permit Set
01352 - 3
05/18/07
WA E&AS Project No. 2003-143
85900 - OLYMPIC COLLEGE MATIi-SCIENCE BUILDING
DEMOLITION PACKAGE
<D2007 Yost Grube Hall Architecture
01352 - LEED REQUIREMENTS
10. Credit MRc4: Recycled Content:
a. Cut sheet, product literature or letter from manufactUrer that clearly indicates the
percentage by weight of post-consumer and pre-consumer (post-industrial) recycled
content.
b. Material cost.
11. Credit MRc5.1: Region Materials, Manufactured Regionally:
a. Cut sheet, product literature or letter from manufacturer indicating the location of
manufacturer.
b. Material cost.
12. Credit MRc5.2: Regional Materials, Extracted Regionally:
a. Cut sheet, product literature or letter from manufacturer indicating the location of
manufacturer and extraction, harvest or recovery of each material constituent. If only
some of the constituents are extracted, harvested or recovered regionally, provide the
approximate percentage by weight.
b. Material cost.
13. Credit MRc7: Certified Wood:
a. Copies of vendor invoices for each certified wood product.
b. FSC chain-of-custody certificates for each certified wood product with chain-of-
custody number indicated.
c. Material cost.
14. Credit EQcl: Carbon Dioxide Monitoring: Cut sheets for installed carbon dioxide
monitoring system.
15. Credit EQc3.1: Construction IAQ Management, During Construction:
a. Comply with Division 1 Section "Construction IAQ Management."
b. Cut sheets indicating MERV values for filtration media used during construction and
. installed immediately before occupancy.
16. Credit EQc3.2: Construction IAQ Management, After Construction:
a. Narrative outlining the building flush-out procedures, including start and finish dates
and mechanical system settings. If possible, providing trend log from DDC system for
flush-out period.
b. Cut sheets indicating MERV values for filtration media replaced after flush-out,
except filters solely processing outside air.
c. IfIAQ testing is performed in place of building flush-out, provide specifications and
documentation demonstrating conformance with IAQ testing procedures per credit
requirements.
17. CrtUJL EQc4.1: Low-Emitting Materials, Adhesives and Sealants:
Demo Package - Permit Set
01352 - 4
05/18/07
WAE&AS Project No. 2003-143
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DEMOLITION PACKAGE
<<:>2007 Yost Grube Hall Architecture
01352 - LEED REQUIREMENTS
a. Product data and Material Safety Data Sheets (MSDS) for all adhesives and sealants
used inside the building's moisture barrier indicating the Volatile Organic Compound
(VOC) content of each product and verifying that each product meets the LEED
requirements (Refer to "Low Emitting Materials" paragraph in Part 2). Indicate VOC
content in grams/liter (g/l) calculated according to 40 CFR 59, Subpart D (EP A
method 24).
b. List of all installed adhesives and sealants including manufacturer, quantity used in
gallons and VOC content.
18. Credit EQc4.2: Low-Emitting Materials, Paints and Coatings:
a. Product data and Material Safety Data Sheets (MSDS) for all paints used inside the
building's moisture barrier indicating the VOC content of each product and verifying
that each product meets the LEED requirements (Refer to "Low Emitting Materials"
paragraph in Part 2). Indicate VOC content in grams/liter (g/l) calculated according to
40 CFR 59, Subpart D (EP A method 24).
b. List of all installed paints including manufacturer, quantity used in gallons and VOC
content.
19. Credit EQc4.3: Low-Emitting Materials, Carpet: Cut sheets ofletter from manufacturer clearly
indicating that all carpet products meet the CRI Green Label Test Program requirements.
20. Credit EQc4.4: Low-Emitting Materials, Composite Wood: Cut sheets clearly indicating the
bonding agents used for each composite wood and agri-fiber product used in the project and
demonstrating that no added urea-formaldehyde resins are used in these products.
21. Credit EQc5: Chemical and Pollutant Source Control:
a. Cut sheet of permanent entryway systems (grills, grates, walk-off mats, etc.).
22. Credit EQc6: Controllability of Systems: Cut sheets of temperature, ventilation and lighting
control systems serving regularly occupied areas of the building.
23. Credit EQc7: Thermal Comfort: Cut sheets of installed permanent temperature and humidly
monitoring system.
24. Credit EQc8.1: Daylight and Views, Daylight for 75% of Spaces: Cut sheets of installed
glazing indicating the visible light transmittance (Tvis) values.
PART 2 PRODUCTS
2.1 LOW -EMITTING MATERIALS
A. Credit EQc4.1: For interior applications use adhesives and sealants that comply with the
following limits for VOC content when calculated according to 40 CFR 59, subpart D (EP A
method 24):
PRODUCT TYPE
Sealants
Architectural
VOC Limit G/L
250
Demo Package - Permit Set
01352 - 5
05/18/07
WAE&AS Project No. 2003-143
85900 - OLYMPIC COLLEGE MATH-SCIENCE BUilDING
DEMOLITION PACKAGE
@2007 Yost Grube Hall Architecture
01352 - LEED REQUIREMENTS
Porous Architectural Sealant Primer
Non-porous Architectural Sealant
Primer
Architectural Adhesives Applications
Indoor Carpet Adhesives
Carpet Pad Adhesives
Outdoor Carpet Adhesives
Wood Flooring Adhesives
Rubber Floor Adhesives
Subfloor Adhesives
Ceramic Tile installation
vcr and Asphalt Tile Adhesives
Dry Wall and Panel Adhesives
Cove base installation
Multipurpose Construction Adhesive
Structural Glazing Adhesives
Substrates
Metal to metal
Plastic foams
Porous material except wood
Wood
Fiberglass
Welding & Installation
PVC welding
CPVCwelding
ABS welding
Plastic cement welding
Adhesive primer for plastic
Contact Adhesive
Special Purpose Contact Adhesives
Structural Wood Member Adhesives
Sheet Applied Rubber Lining
Operations
Top and Trim Adhesive
Sealant Primer
Architectural (non-porous)
. Architectural (porous)
Other
Aerosol Adhesives
General purpose mist spray
775
250
50
50
150
100
60
50
65
50
50
50
70
'100
30
50
50
30
80
510
490
400
350
650
80
250
140
850
250
250
775
750
65% VOCs
by weight
55% VOCs
by weight
70% VOCs
by weight
General purpose web spray
Special purpose aerosol adhesives (all
types)
Waterproofmg' concrete/masonry
sealers
Demo Package - Permit Set
01352 - 6
05/18/07
W A E&AS Project No. 2003-143 .
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DEMOLITION PACKAGE
@2007 Yost Grube Hall Architecture
01352 - LEED REQUIREMENTS
B. Credit EQc4.2: For interior applications use paints that comply with the following limits for
VOC content when calculated according to 40CFR 59, Subpart D (EPA method 24).
VOC Limit (g/L)
Interior Coatings
Non-flat
Flat
Exterior Coatings
Non-flat
Flat
Anti-Corrosive
Gloss
Semi-Gloss
150
50
200
100
250
250
C. Credit EQc4.3: Provide carpets that comply with the following limits as established by the
Carpet and Rug Institute:
Emission factor limit
(mg/m2/hr)
Carpets
Total VOCs
4 - Phenylcyclohexane
Formaldehyde
Styrene
Cushion
Total VOCs
4 - Phenylcyclohexane
Formaldehyde
Styrene
Adhesives
Total VOCs
Formaldehyde
2 - Ethyl - 1 - Hexanol
0.5
0.05
0.05
0.4
1
0.3
0.05
0.05
10
0.05
3
D. Credit EQc4.4: For all interior applications, do not use wood or agri-fiber products that
contain urea-formaldehyde resin.
PART 3 EXECUTION
NOT USED
END OF SECTION 01352
Demo Package - Permit Set
01352 - 7
05/18/07
WAE&AS Project No. 2003-143
85900 - OLYMPIC COLLEGEMATII-SCIENCE BUILDING
DEMOLITION PACKAGE
@2007 Y 08t Grube Hall Architecture
01352 - LEED REQUIREMENTS .
Demo Package - Permit Set
01352 - 8
05/18/07
WAE&AS Project No. 2003-143
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01400 - QUALITY CONTROL
PART I-GENERAL
1.1 SUMMARY
A. Section Includes:
1. Contractor's Quality Control Program.
2. Special installation procedures.
3. Field samples.
4. Mock-ups.
5. Manufacturer's instructions.
6. Manufacturer's field services.
7. Testing laboratory services. '
8. Contractor tests and inspections.
B. Related Sections
1. Document - General Conditions
2. Division 1 Section "Summary of Work": Applicability of specified reference
standards. "
3. Division 1 Section "Reference Standards": Applicability of specified reference
standards.
4. Division 1 Section "Project meetings": Pre-installation conferences
5. Division 1 Section "Submittals": Submittal ofmanufacturer's instructions and
manufacturers' field reports.
6. Division 1 Section "Testing Laboratory Services."
1.2 QUALITY CONTROL PROGRAM SUBMITTALS:
A. General: Within 15 calendar days following Notice to Proceed, the Contractor shall submit a
Quality Control Program for the project. This submittal shall include, but not be limited to the
following:
1. An overview of the Contractor's Quality Control Program.
2. Identification and resume of the On-site Quality Control Manager (QCM) (note that
this individual may perform other duties, but will be designated as the day-to-day
Quality Control representative of the Contractor). On-site Quality Control Manager
shall not be the project superintendent. The project superintendent will work closely
with the QCM in providing reporting and enforcement of quality issues during
construction.
3. A listing and definition of the activities, record keeping, and correspondence which
the QCM will perform and be accountable for throughout the duration of the project.
4. Description of Quality Control meetings including agenda, subcontractor participants,
and production of meeting minutes.
Demo Package - Pennit Set
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WAE&AS Project No. 2003-143
85900 - OLYMPIC COLLEGE MATH-SCIENCE BUILDING
DEMOLITION PACKAGE
@ 2007 Yost Grube Hall Architecture
01400 - QUALIlY CONTROL
5. Description of Quality Control meetings including sample inspection check lists (i.e.,
samples of actual inspection check list forms which will be required to be submitted to
the Owner's Representative when scheduling all inspections) and subcontractor
inspection representatives. All fornis which will be utilized on this project are
required to be part of the submittal.
6. Description of the QCM activities when inspections do not verify compliance with the
Contract documents.
a. These activities are to include, as a minimum, follow-up with subcontractors,
correction and/or completion of work required for re-inspection, and the
activity of re-inspection.
b. Activities shall include submittal of Non-Compliance Log weekly in time for
discussion at project meetings.
7. Description of the QCM activities in conformance with the Quality Control Program
to provide the required notifications for inspections.
8. Description of record keeping and information turn-over to the Owner's
Representative as a component of the Operating and Maintenance Data (i.e. factory
representative's start-up reports and permission to energize, verification of correct
voltage and phasing to motors, etc.).
B. Project Standard: Following acceptable incorporation of the comments the Contractor's
Quality Control Program sp.all become the standaTd for quality performance on the project.
1.3 CONTRACTOR'S QUALITY CONTROL PROGRAM
A. General: Contractor shall establish and maintain a written Quality Control Program, shall be
issued by the Contractor to subcontractors performing work on the project, and shall be'
utilized to verify that the project's construction is consistent with the requirements ofthe
. l
Contract Documents.
B. Quality Control Program shall include, but not be limited to the following:
1. Review of the Contract Documents and the submittals required with each element of
construction.
2. Pre-installation Meetings.
3. Verification of worker or fabricator certifications.
4. Verification that installers are authorized by manufacturers.
5. Monitoring of work associated with project layout, including project requirements for
block-outs, backing, reinforcing and embedments as well as provision for access to
concealed work.
6. Verification of quality control required to be accomplished by suppliers and
subcontractors.
7. Providing required notifications for inspections and testing, with at least on working
day's notice.
8. Providing material required for inspections and testing.
9. Verification of compliance with construction tolerances.
Demo Package - Permit Set
01400 - 2
05/18/07
WAE&ASProjeCtNo.2003-143
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01400 - OUALITY CONTROL
10. Inspection of all completed work and preparation of the Contractor's punch list of
necessary corrections prior to calling for the Architect to inspect the Work and make a
list of items to be corrected ("Punch List").
11. Certification of Completion of all Punch List corrections.
C. Independence: Quality Control Program shall be independent of any inspections and testing
performed by the Owner's personnel or by independent testing and inspection agencies hired
by the Owner.
D. QC Report: Within the Quality Control Program, prepare and submit weekly to the Owner's
Representative a written report of quality control activities monitoring the construction. At a
minimum, the report shall note job site quality control inspection activities, performance of
scheduled tests and follow-up testing, agency inspection, required inspections and
examinations of the quality of workmanship.
E. Test Results: Test results provided shall cite the Contract and construction specification
requirements, the test or analysis procedures used and the actual test results. A statement shall
be included that the item tested or analyzed conforms or fails to conform to the Contract
Documents. Each report shall be conspicuously stamped on the cover sheet "CONFORMS"
OR "DOES NOT CONFORM" as the case may be. All test reports shall be signed by a
testing laboratory representative authorized to sign certified test reports, and copies thereof
submitted to the Owner's Representative with the required weekly reports.
F. Corrections: If the Quality Control Program is found to be defective and the Contractor does
not promptly correct the deficiency, the Owner may (1) withhold payment until satisfactory
corrective action has been taken, or (2) issue a stop-work order until satisfactory corrective
action has been taken.
G. Pre-Inspections: The Contractor shall also perform a pre-inspection of work which required
normal, special, and additional inspections as indicated in Contract Documents. Pre-
inspections to include activities of the CQC program noted above. Pre-inspections performed
by Contractor to be documented by the Contractor and trade contractors performing the work.
Pre-inspection to be signed by the authorized representatives of various trades involved in the
work stating that the work is complete and in accordance with the Contract Documents,
applicable codes and standards, as applicable. A copy of the pre-inspection form to be
delivered to the Owner's Representative with the inspections include, but are not limited to:
1. Reinforcing Steel.
2. Concrete placement.
3. Masonry, including reinforcing steel and grout placement.
4. Structural welding, including shop fabrication and field welding.
5. High strength bolting.
7. Roofmg and waterproof mg.
8. Gypsum board finishing.
9. Air and water balancing.
10. Primary electric feeder energizing.
11. Motor control center, transformers, and panel board energizing.
12. Fill out Daily Report daily and provide to Owner daily.
13. Firestopping
14. Drywall fastening
15. All pipe flushing and cleaning
Demo Package - Permit Set
01400 - 3
05/18/07
WA E&AS Project No. 2003-143
85900 - OLYMPIC COLLEGE MATH-SCIENCE BUILDING
DEMOLITION PACKAGE
@ 2007 Yost Gmbe Hall Architecture
01400 - QUALITY CONTROL
16. Equipment start-up
1.4 SPECIAL INSTALLATION PROCEDURES
A Steel Decking
1. Where fastening into bottom of steel decking is required, fasten only into lower flutes.
2. Do not use fasteners in steel deck which penetrate more than one inch unless noted
otherwise on Drawings.
B. Overloading: Make no attachment to structural concrete or steel members in the building in
such a way as to overload or impair the structural integrity of the member.
1.5 FIELD SAMPLES
A General: Field samples are defmed as partial installation of selected materials installed at
project site for Architect's or Owner's review and approval of visual features and
workmanship. Generally, approved field samples are incorporated into the work.
1. Provide field samples as required by specifications sections.
2. Erect samples at location acceptable to Architect.
3. Perform work in accordance with applicable specification sections.
4. Approved samples will serve as standard of quality and workmanship of work.
5. Maintain samples until completion of relevant work.
6. Upon completion of relevant work or when directed by Architect, demolish and
remove samples from site unless sample is accepted as part of completed work.
1.6 MOCK-UPS
A General: Provide mock-ups as specified in the individual specifications sections. Provide
additional mock-ups, as required by Architect, until approval is obtained. When approved by
Owner and Architect, in place construction may be used as mock-ups for approval.
B. Exterior Wall Architectural Mockup: Refer to the following sections for requirements and
coordination.
1. Division 1 Section "Submittals."
4. Division 4 Section "Brick Veneer."
5. Division 7 Section "Dampproofmg."
6. .Division 7 Section "Building Insulation."
7. Division 7 Section "Aluminum Composite Material Panels."
8. Division 7 Section "Flashings and Sheetmetal."
9. Division 7 Section "Joint Sealers."
10. Division 8 Section "Aluminum Entrances and Storefronts."
C. Procedures:
1. Approval of mock -up shall be the standard of workmanship and materials for
remainder of the work similar to the mock-up.
2. Work of the tyPe involved in mock-up shall not proceed until mock-up approved.
3. Maintain mock-up in approved condition, until directed otherwise.
Demo Package - Permit Set
01400 - 4
05/18/07
W A E&AS Project No. 2003-143
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01400 - QUALITY CONTROL
4. Unless specified otherwise, remove mock-up at completion, when directed by
Architect.
5. Unless specified or approved otherwise, schedule completion of mock-ups a minimum
often working days between mock-up and actual installation of work represented by
mock-up.
6. Notify Architect and Owner's Representative a minimum of fourteen working days,
prior to requesting approval of mock-up.
1.7 MANUFACTURERS' INSTRUCTIONS
A. General: Comply with instructions in full detail, including each step in sequence. Do not omit
preparatory steps or installation procedures unless specifically modified or exempted by
Contract Documents.
B. Conflicts: Should instructions conflict with Contract Documents, request clarification from
Architect before proceeding.
1.8 MANUFACTURERS' FIELD SERVICES
A. General: When specified, require product manufacturer to furnish qualified personnel to
observe field conditions and quality of workmanship, and to provide recommendations,
certifications, and other specified services.
B. Report: Representative shall submit written report to Architect listing observations and
recommendations.
1.9 TESTING LABORATORY SERVICES
A. General: Owner will arrange and pay for services of an Independent Testing Laboratory to
inspect and test the Work to verify compliance with Contract Documents
B. Contractor's Responsibilities:
1. Cooperate with Testing Laboratory personnel, and furnish access, tools, samples,
certifications, test. reports, design mixes, equipment, storage, and assistance as
requested by the Testing Laboratory.
2. Notify Architect and Testing Laboratory 24 hours prior to expected time for
operations requiring inspection and testing or as agreed to with the Testing
Laboratory. When tests or inspections cannot be performed, through fault of
Contractor, reimburse Owner for additional costs incurred.
3. Remove and replace Work found not complying with Contract Document. Remedies
shall be in accordance with Contract Documents and code requirements.
4. If initial tests and inspections indicate deficient Work., Contractor shall reimburse
Owner for costs of all subsequent tests and inspections related to deficiency.
5. All damage which may occur to Work as a result of normal testing operations shall be
repaired to match surrounding surfaces.
6. Schedule testing and inspection so that Work of testing and inspection personnel will
be as continuous and brief as possible.
7. Reimburse Owner for travel and lodging expenses incurred for testing and inspection
services performed outside a radius of 100 miles of the site.
Demo Package - Permit Set
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85900 - OLYMPIC COLLEGE MATH-SCIENCE BUILDING
DEMOLITION PACKAGE
~ 2007 Yost Grube Hall Architecture
01400 - OUALITY CONTROL
1.10 CONTRACTOR TESTS AND INSPECTIONS
A. Earthwork Compaction Testing Requirements:
1. All earthwork compaction testing will be performed by the project geotechnical
engineer or appointed independent testing laboratory employed by the Owner.
2. Compactions of any fill material is to equal or exceed the specified percentage of
maximum dry density as defmed as ASTM test procedure D1557 (modified proctor).
Such specified performance is to be the sole responsibility of the Contractor.
3. Any testing required to assure meeting these specifications is to be scheduled by the
Contractor. In the event settlement occurs in any area within a period of five years
after acceptance of the contract, the Owner will arrange for professional soils testing
to be performed to determine the degree of compaction achieved. If specified
compaction has been met, the Owner will pay for the tests and make any necessary
repairs. If the tests show that the specified compaction was not achieved, the
Contractor agrees to remove any damaged building elements, slabs, paving, or
landscaping, re-compact the fill to meet specified requirements and to replace any .
damaged building elements, slabs paving or landscaping all to original specifications,
at no cost to the Owner. The Contractor shall be responsible for costs of test if
compaction is unsatisfactory.
B. Approved Structural Steel Fabricators
1. Responsible Subcontractor is to pay for required special inspection of non-approved
structural steel fabricator. Special inspection of structural steel fabrication may not be
required on the premises of a fabricator as outlined in International Building Code
(IDe) Section 1704.2.
C. Cast-in-Place Concrete Strength Testing Requirements:
1. Concrete test cylinders will be made by the Owner or testing laboratory employed by
the Owner. Contractor is to be responsible for proper care of test cylinders while on
the site (with respect to temperature, humidity and protection).
2. Contractor is also responsible to arrange for timely transportation to the laboratory on
a schedule which will permit adequate laboratory curing before testing.
3. Contractor is to notify the Architect's representative at least 48 hours before any given
concrete pour in order to allow time for inspection.
4. Frequency and location of tests are to be determined. As a minimum, four test
cylinders will be made for each day's pour or four test cylinders for every hundred
cubic yards, whichever is greater.
5. The results of Owner's tests will be made available to the Contractor as confirmation
of the quality of concrete from that truckload which was tested.
6. The quality of all other concrete is to be the sole responsibility of the Contractor. If
Contractor requires additional testing to assure continued quality control, the
frequency, testing and payment therefore will be the responsibility ofthe Contractor.
E. All Other Work Inspection & Testing Requirements:
1. Contractor shall, at no additional cost to Owner, provide such inspections and tests as
required to assure complying with all work requirements indicated and speCified.
Demo Package - Permit Set
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Contractor is not required to submit copies oftests to the Owner, except when
requested under special circumstances.
2. The performance of testing or inspection by the Owner or Testing Laboratory does not
relieve the Contractor from responsibility for meeting all requirements of these
specifications.
PART 2 - PRODUCTS
Not Used
PART 3 - EXECUTION
Not Used
END OF SECTION 01400
Demo Package - Permit Set
01400 - 7
05/18/07
WA E&AS Project No. 2003-143
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@ 2007 Yost Grube Hall Architecture
01500 - CONSTRUCTION FACILITIES
AND TEMPORARY CONTROLS
PART I-GENERAL
1.1 DESCRIPTION
A. General: This Section specifies requirements for temporary services and facilities,
including utilities, construction and support facilities, security and protection.
1.2 REQUlREMENTS OF REGULATORY AGENCIES
A. Regulations: Comply with industry standards and all applicable laws and regulations of
authorities having jurisdiction:
B. Standards: comply with NFP A Code 241, "Building Construction and Demolition
Operations", ANSI-AlO Series standards for "Safety Requirements for Construction and
Demolition" .
C. Electrical Service: Comply with NEMA, NECA and UL standards and regulations for
temporary electric service. Install service in compliance with National Electric Code
(NFP A 70).
D. Inspections: Arrange for authorities having jurisdiction to inspect and test each
temporary utility before use. Obtain required certifications and permits.
1.3 PROJECT CONDITIONS
A. Temporary Utilities: Prepare a schedule indicating dates for implementation and
termination of each temporary utility. At the earliest feasible time, when acceptable to
the Owner, change over from use of temporary service to use of the permanent service.
B. Conditions of Use: Keep temporary services and facilities clean and neat in appearance.
Operate in a safe and efficient manner. Take necessary fire prevention measures. Do
not overload facilities or permit them to interfere with progress. Do not allow hazardous,
dangerous or unsanitary conditions, or public nuisances to d~velop or persist on the site.
1.4 PROTECTION
A. General: Protect sidewalks, asphalt paving, concrete, trees, shrubs, and laWn areas at all
times from spillage of materials used in carrying out the Work. Prevent materials from
clogging catch basins and yard drains; leave drains clean and in proper working
condition.
Demo Package - Permit Set
01500 - 1
05/18/07
WAE&AS Project No. 2003-143
85900 - OLYMPIC COLLEGE MATH-SCIENCE BUILDING
DEMOLITION PACKAGE
<9 2007 Yost Grube Hall Architecture
01500 - CONSTRUCTION FACILITIES
AND TEMPORARY CONTROLS
1. In the event the Contractor damages plant material with equipment or personnel,
the Contractor will replace/repair the damaged materials.
2. In the event damage occurs to an underground irrigation system as a direct result
of a Contractor's activities, the Contractor shall repair/replace.
B. Restoration: Clean, repair, resurface, or restore existing surfaces to their original, or
better, condition, or completely replace such surfaces to match existing, where damaged
by construction operations.
C. Security: The Owner will not be responsible for protection of materials or equipment
from vandalism or theft. Security is the responsibility of the Contractor.
D. Refuse Removal: Debris shall not be allowed to remain around the buildings during
performance of Work, but shall be disposed of as rapidly as it accumulates. On
completion of Work, the buildings and grounds shall be left in a condition that is equal to
or better than original condition.
E. Site Safety: The Contractor shall manage a safe job environment for both the safety of
all the people around the Work site as well as the safety of the Owner's and general
public's property.
F. Protection: The Contractor shall provide and maintain suitable barricades, shelters,
lights, and danger signals during the progress of the Work. They shall meet the
requirements of the local building code and W A-OSHA.
G. Storage Means: Do not store materials where they will interfere with operations of
Owner. Storage of materials will be as agreed upon with the Owner and normally will
avoid interference with Owner's normal operations or public passage. Storage areas must
be approved by the Owner's Representative prior to start of project.
1.5 PARKING OR DRIVING ON LAWN AREA
A. Prohibition: The Owner forbids parking or driving on all established adjacent lawn
areas.
B. Lawn Protection: When it becomes necessary, in accordance with the scope of Work, to
traverse a lawn area, the Contractor will place plywood on the area to be driven on. The
plywood shall be of sufficient thickness and width to support vehicles and prevent
rutting of the lawns. Care shall also be taken with respect to existing lawn sprinkler
heads.
Demo Package - Permit Set
01500 - 2
05/18/07
WAE&AS Project No. 2003-143
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~ 2007 Yost Grube Hall Architecture
01500 - CONSTRUCTION FACILITIES
AND TEMPORARY CONTROLS
PART 2 - PRODUCTS
2.1 TEMPORARY UTILITIES
A. Electrical Service: All temporary electrical service and usage charges are the
Contractor's responsibility.
1. Provide electrical power service to field office.
B. Water Service: All temporary water service and usage charges are the Contractor's
responsibility.
2.2 TEMPORARY SUPPORT FACILITIES
A. Temporary Sanitary Facilities
1. Provide and maintain an adequate number of facilities for the use of all persons
employed on the Work during construction.
2. Provide ,enclosed, weatherproof facilities with heat as required.
3. Use of new facilities will not be permitted.
B. Temporary Heat and Ventilation
1. As necessary, provide temporary heat and ventilation required by construction
activities, for curing or drying of completed installations or protection of
installed construction from adverse effects of low temperatures or high humidity.
Select safe equipment that will not have a harmful effect on completed
installations or elements being installed. Coordinate ventilation requirements to
produce the ambient condition required and minimize consumption of energy.
C. Temporary Telephone Services and Equipment: All telephone equipment and charges
are the Contractor's responsibility.
1. Provide telephone service to field office.
2. Provide a separate telephone line to field office for a FAX machine.
D. Hoisting: Provide lifting devices necessary for the proper and efficient movement of
materials; provide operating personnel for equipment as required. Allow use of all
hoisting equipment on project during "off-hours" for the cost of the workers involved.
E. Service Interruptions: Do not interrupt any existing service. Prior request and approval
of the Owner's Representative will enable the Owner to shut down any utility required
by the Work. ContraCtor's employees shall not shut down utilities.
2.3 FIELD OFFICES AND STORAGE SHEDS
Demo Package - Permit Set
01500 - 3
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WA E&AS Project No. 2003-143
Demo Package - Permit Set
01500 - 4
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A. Locate field offices and storage sheds within designated staging areas. Obtain Owner's
or Owner's Representative's approval oflocations for field offices and storage sheds
prior to commencing site preparation for the structures.
01500 - CONSTRUCTION FACILITIES
AND TEMPORARY CONTROLS
B. Construct field offices and storage sheds on proper foundations, structurally sound,
weathertight, with floors raised above ground, with sturdy doors with provisions for
locking, and with temperature transmission resistance compatible with occupancy and
use. Secure portable or mobile buildings. Provide steps and landings at entrance doors.
1. Contractor's Field Office: Size as required for general use and to accommodate
project meetings, equipped with lights, switches, electrical outlets, heating,
cooling, and ventilating equipment with temperature controls, and telephones as
specified and furnished with conference table and chairs for eight persons, racks
and files for project record documents in or adjacent to meeting area, and one
10-inch outdoor type thermometer mounted outside away from direct sunlight.
2. Storage Sheds: Number and size adequate for storage and handling requirements
of the various types of work, with lighting as required to facilitate product
handling and inspection, ventilation complying with specified and regulatory
requirements for stored products, and heating adequate to mailltain temperatures
specified in individual specification sections for the products stored.
C. Perform periodic maintenance and cleaning for field offices and storage sheds, including
associated furnishings, equipment and services.
D. Remove field offices and storage sheds from the site as soon as, in the opinion of the
Architect and Owner or Owner's Representative, the progress of~e work permits.
Include removal of foundations, steps, landings, utility services.
2.4 FIRE SAFETY
A. General: Abi~e by all fire safety requirements for buildings under construction,
alteration or .demolition as required by International Fire Code (IFC) and IFC Standards,
2003 edition, as amended by the State of Washington, WAC.
B. Emergency Phone: An emergency telephone shall be provided on site. Cellular
telephone equipment is acceptable.
c. Fire Suppression Equipment:
1. Install and maintain temporary fire protection facilities of the types needed to
protect against reasonably predictable and controllable fire losses. Comply with
NFP A 10 "Standard for Portable Fire Extinguishers", and NFP A 241 "Standard
for Safeguarding Construction, Alterations and Demolition Operations".
2. Maintain equipment in working condition with current inspection certificate
attached to each.
3. Locate not less than one useable fire extinguisher for each floor of each building
zone at or near each usable stairwell for each building zone.
4. Store combustible materials in containers in fire-safe locations.
5. Maintain unobstructed access to fire extinguishers, fire hydrants, temporary fire
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85900 - OLYMPIC COLLEGE MATH-SCIENCE BUILDING
DEMOLITION PACKAGE
<<J 2007 Y 08t Grube Hall Architecture
protection facilities,.stairways, and other access routes for fighting fires.
Prohibit smoking inside the building and in hazardous fire exposure areas.
Provide supervision of welding operations, combustion type temporary heating
units, and similar sources of fire ignition.
At the time of commencement of interior finishes the building interior will be
off-limits for smoking.
6.
7.
PART 3 -EXECUTION
3.1 PREPARATION
A. General: Consult with Owner's Representative to review jobsite areas required for field
offices, material storage and stockpiles, equipment storage, access to different locations,
etc.
3.2 PERFORMANCE
A. General: Confine equipment, apparatus, and storage of material to work limits. The
Owner will not be responsible for protection of materials and equipment from damage,
pilfering, etc.
B. Temporary Installations: Install temporary facilities in such a manner that the installed
work will not be damaged.
C. Completion: At Substantial Completion, clean and renovate permanent facilities that
have been used during the construction period, including but not limited to:
1. Replace air filters and clean inside of ductwork and housings.
2. Replace significantly worn parts and parts that have been subject to unusual
operating conditions.
3. Replace lamps that are burned out or noticeably dimmed by ~ubstantial hours of
use.
END OF SECTION 01500
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85900 - OLYMPIC COLLEGE MATH-SCIENCE BUILDING 01570 - CONSTRUCTION WASTE MANAGEMENT
DEMOLITION PACKAGE
@2007 Yost Grube Hall Architecture
PART 1 - GENERAL
1.1 Sillv1MARY
A. Section includes: Requirements for handling and separating solid waste on-site to facilitate
recycling of building materials listed herein.
B. Related Sections:
1. Division 1. Section "Construction Facilities and Temporary Controls."
2. Appendix to this Section - State of Washington guidelines for construction waste
management.
C. Reporting Forms:
1. Waste management forms following this Section are SAMPLES ONLY.
1.2 MANAGEMENT PLAN
A. General: Contractor to assess and estimate types and quantities anticipated for on-site recycling.
B. Plan Format: Tabular indicating type of material; potential recycle company name, address,
phone number; quantity anticipated.
C. Regulations: Comply with industry standards and all applicable laws and regulations of
authorities having jurisdiction including, but not limited to, the following:
1. Building code requirements.
2. Health and safetyregulations.
3: Environmental protection regulations.
4. City/County solid waste regulations.
1.3 SUBMITTALS
A. General: Provide at least 5 copies of management plan with first payment application. Submit
progress of recycling effort on management plan with each monthly payment application for
duration of project. Indicate any changes in plan by cross-out and bold-face text.
Demo Package - Permit Set
01570 - 1
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WAE&AS Project No. 2003-143
85900 - OLYMPIC COLLEGE MATH-SCIENCE BUILDING 01570 - CONSTRUCTION WASTE MANAGEMENT
DEMOLITION PACKAGE
@2007 Yost Grube Hall Architecture
PART 2 - MATERIALS
2.1 REQUIRED RECYCLING
A. General: The following general material areas are to be sorted for recycling on-site:
1. Corrugated cardboard.
2. Concrete.
3. Solid wood.
4. Composite wood. (i.e.: MDF, Particleboard)
5. Steel.
6. Aluminum.
7. Copper wire, piping and fittings.
8. Gypsum board.
9. Glass.
10. Plastics.
11. Plant Material and debris.
PART 3 - EXECUTION
3.1 MAINTENANCE OF FACILITIES
A. General: Use containers that contain debris, protect from wind and water damage. Maintain
recycle area in a neat and clean condition. Promptly remove and replace container when filled.
B. Clean-up: Remove containers and clean site areas adjacent thereto at time of Substantial
Completion.
3.2 FORMS
A. Find on following pages sample copies of forms required:
1. Solid Resources Management Plan.
2. Reuse/Salvage/Recycling of Materials form.
3. Disposal of Materials form.
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85900 - OLYMPIC COLLEGE MATH-SCIENCE BUILDING 01570 - CONSTRUCTION WASTE MANAGEMENT
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SOLID RESOURCES
MANAGEMENT PLAN
PROJECT TITLE:
CONTRACTOR:
NAME:
STREET ADDRESS:
CITY, STATE, ZIP:
PHONE:
FAX:
E~MAIL:
DATE SUBMITTED:
These are procedures to be used for reusing, salvaging, or recycling materials. Indicate the procedure by number,
type of material, estimated quantities that will be recycled and quantities to be disposed at landfills
in the following list of items:
1. Hand wrecking to recover salvageable materials.
2 On-site concrete and asphalt paving crushing for use on-site.
3. On-site concrete and asphalt paving crushing for use off-site.
4. Source separation of materials, separately hauled to rec:yclers.
5. Hauling mixed recyclables to a mixed debris recycling facility.
6. Other (describe):
(This form is a SAMPLE only.)
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85900 - OLYMPIC COLLEGE MATH-SCIENCE BUILDING 01570 - CONSTRUCTION WASTE MANAGEMENT
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Reuse/SalvagelRecycling
of Materials
Type of Material Procedure Facility to be Used Estimated
Quantities
Tons Cu. Y ds. Units
Asphalt
Concrete
Soils (clean)
Wood
Scrap Metal
Salvage Items, Describe
Construction Debris
Other, Describe
(This form is a SAMPLE only.)
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85900 - OLYMPIC COLLEGE MATH-SCIENCE BUlliDING 01570 - CONSTRUCTION WASTE MANAGEMENT
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Disposal of Materials
Type of Material Procedure Facility to be Used Estimated
Quantities
Tons Cu. Y ds. Units
Asphalt
Concrete
Soils (clean)
Wood
Scrap Metal
Salvage Items, Describe
Construction Debris
Other, Describe
.
(This form is a SAMPLE only.)
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85900 - OLYMPIC COLLEGE MATH-SCIENCE BUILDING 01570 - CONSTRUCTION WASTE MANAGEMENT
DEMOLITION PACKAGE
@2007 Yost Grube Hall Architecture
APPENDIX - STATE OF WASHINGTON DOCUMENT
I. BENEFITS OF CONSTRUCTION WASTE MANAGEMENT
Recycling and reuse of materials have long been associated with wise construction practices. Experienced
contractors are now reaping the economic advantages of Construction Waste Management. Communities are
also seeing the side benefits as listed below.
A. Trim Costs.
Recycling, reusing, and salvaging construction waste can save money. Many of the contractors that have
embraced Construction Waste Management have made changes to their operations and practices to take
advantage of reduced waste disposal costs and revenues derived from recycle, reuse and salvage
materials. Utilizing reuse and salvage methods on site reduce the need for new materials, reduces
materials that end up in the landfill, creates a cleaner and safer project site, and improves community
relations.
B. Establish a Market Advantage.
A company's experience in waste prevention and recycling is a valuable marketing tool for bidding on
projects in response to customer interest in Construction Waste Management. Efforts to prevent waste,
to recycle, and to use recycled-content materials on a project can help the project team earn points
towards qualifying for LEED and other local and national programs.
C. Create Environmental Benefits.
Environmental benefits also result from recycling and waste prevention programs. In the long run,
preventing waste reduces dependence on natural resources such as trees, oil, and minerals plus creates
less pollution by reducing manufacturing and transportation related emissions. Reduction of the energy
and water required to produce building supplies from virgin materials contributes to reduced greenhouse
gasses related to the manufacturing and transportation of those materials.
D. Help the Economy.
, Recycling and reuse of construction waste can also help the economy through the creation of jobs
related to salvaging and recycling of construction waste. New products create jobs through the
manufacture of recycled content materials.
E. Assist Charitable Organization
Organizations such as Habitat for Humanity can use surplus building materials. Pick-up of materials at
the proj ect site can sometimes be arranged.
II. PREVENT WASTE IN THE FIRST PLACE
The following considerations can rninlrnize waste impacts on any size project. From the broad influences of
design to the specific methods used on the job-site, all playa roll in the prevention of waste.
A. Design to Prevent Waste. '
1. Design with standard sizes for building materials.
2. Specify materials and assemblies that can be easily disassembled at the end of their useful life.
3. Design precast concrete members for concrete (Tilt-up) construction.
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85900 - OLYMPIC COLLEGE MATH-SCIENCE BUILDlNG 01570 - CONSTRUCTION WASTE MANAGEMENT
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@2007 Y 05t Grube Hall Architecture
4. Choose durable non-toxic interior fInishes or materials.
5. Design spaces to be flexible for changing uses.
6. Consider reusing materials (on-site) or installing salvaged materials from off-site sources.
B. Plan for Waste Prevention.
1. Target specific waste producing practices for waste prevention.
2. Include waste prevention measures in a Waste Management Plan. See Waste Management Plan
and Reporting Form. .
3. Communicate your waste management plan at meetings, post it on-line, and promote the result.
C. Use Construction Methods that Prevent Waste.
1. For wood construction, use advanced framing techniques (e.g. 24" on-center, and insulated
headers), trusses for roof or floor framing, fmger-jointed studs and trim, and engineered wood
products.
2. . Consider using wood frame wall panels prefabricated off-site.
D. Practice Job-Site Waste Prevention Methods.
1. Set up central cutting areas for wood and other materials.
2. Reuse concrete forms or choose reusable metal or fiberglass forms.
3. Clearly mark areas key to waste prevention, such as the material storage, central cutting, and
recycling stations.
4. Practice material storage and handling procedures to prevent loss or damage.
E. Purchase to Prevent Waste.
. 1. Purchase salvaged, recycled, or recycled-content materials and equipment.
2. Check to ensure the correct amount of each material is delivered to site.
3. Maintain an up-to-date material ordering and delivery schedule to mln;mlze the amount of time
that materials are on-site and reduce the chance of damage.
4. Replace toxic materials with less toxic or non-toxic products to reduce hazardous packaging.
5. Choose products with minimal or no packaging.
6. Ask suppliers to deliver supplies using sturdy, returnable pallets and containers. Have suppliers
pick up pallets and empty containers.
7. Require suppliers to take back or buy-back substandard, rejected, or unused items.
ill. SALVAGE, REUSE, AND RECYCLE
There are many methods used to reduce waste and increase profits through salvage, reuse, and the recycling of
construction waste. In the industry, salvage and reuse are terms that are often used interchangeably. For the
purpose of this Guide, the term "reuse" denotes the materials that remain on the construction site to be used in
their original form or converted to another use. Salvage, typically in its original form, are items that are
removed from the site.
A. Survey the Site Before Demolition or Deconstruction.
1. IdentifY salvage and reuse items.
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2. Identify recyclable materials.
3. Identify hazardous materials for special handling.
B. Develop a Construction Waste Management Plan.
1. List items being reused on-site.
2. List items for salvage, both resale and donation.
3. Plan for protecting, dismantling, handling, storing, and transporting items.
4. Schedule for the removal of salvage and recycle materials.
5. Consider usmg deconstruction.
C. Identify Reusable or Salvageable Items.
1. Identify material that can be removed and separated without undue damage.
2. Identify material of unique or antique feature that would make it worth saving.
3. Identify material with high resale value such as old true divided windows.
4. Identify material new enough to be reused easily.
5. Discuss reuse ideas and the project timeline with the owner and the designer.
6. Discuss reuse ideas with building departments if there are structural applications.
D. Select Salvage Removal Alternatives.
1. Train your own or hire a deconstruction crew.
2. Contact a salvage company to come on-site to remove valuable materials.
3. Contact Habitat for Humanity or other Charity to arrange pick-up of salvaged items.
4. Take materiius to a salvage center in the area.
5. List the items in a materials exchange or advertise in the newspaper.
6. Conduct a "yard sale" at edge of the job-site to sell salvaged items.
7. Allow workers to remove salvageable items for their own use.
8. Ask subcontractors to reuse or recycle their materials.
E. Plan for Recyclable Materials
1. Investigate removal and separatioIl. techniques.
2. Select material with high resale value. such as copper wire and HV AC coils.
3. Plan for collection procedures and allocate space on site.
F. Question Salvage and Recycle Companies or Charitites:
1. What items or materials do they accept?
2. Will they accept drop-offs at their location?
3. Will they provide drop boxes?
4. Will they come to the site to remove the items or materials?
5. When can they come and how long will removal take?
6. Will they visit the site and place a bid?
7. Will they pay for the items. or materials?
8. What are the charges/payments for pick ups or drop-offs?
9. Can the company provide a receIpt for tax deduction of donated items?
G. Estimate the Costs and Savings.
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85900 - OLYMPIC COLLEGE MATH-SCIENCE BUILDING 01570 - CONSTRUCTION WASTE MANAGEMENT
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1. What disposal costs are avoided?
2. What hauling costs are eliminated?
3. What revenue is generated?
H. Consider other Project Costs and Savings.
1. Compare the costs of re,:!sing materials and salvaged items to purchasing new.
2. Compare costs to reuse materials and salvaged items (transportation, reconfiguration of
equipment, storage, etc.) on-site.
3. What is the functional or aesthetic value of having reused material on-site?
4. What are the marketing and public relations benefits to reuse and salvage?
5. What is the tax benefit to donating items to charities?
1. Identify Hazardous Waste Considerations.
1. Some building materials may be contaminated with hazardous materials.
2. Hazardous products include lead paint, asbestos, fluorescent lamps and PCB ballast, Freon, and
Halon.
3. Special attention must be taken when handling hazardous wastes.
4. Qualified professiomils may be needed for proper handling and disposal.
5. Hazardous materials must be disposed of at a hazardous waste facility or recycled.
6. . Some materials can be recaptured. Freon and Halon have a market value for reuse.
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IV. DESIGN A WASTE MANAGEMENT PLAN
Successful and profitable job-site recycling begins with a Waste Management Plan. This section will help you
through the process of developing a Waste Management Plan.
A. Make a Waste Management Plan. (See Planning & Reporting Form)
1. Identify materials to be salvaged, reused, recycled, and disposed of including materials
subcontractors will be responsible for.
2. Outline procedures, expectations, and results for monitoring, collecting and promoting waste
management plarining..
3. Designate a coordinator responsible for implementing the plan.
4. Set waste management goals, such as "Reuse or recycle 75% ofproject wastes".
5. Define types of wastes.
6. Estimate the amounts.
7. Indicate the disposal method for each material reused in place, reused on-site, salvaged, recycled,
or landfilled.
8. Include handling procedures for removal, separation, storage, and/or transportation.
9. Communicate the plan to all crew members.
10. Document waste management requirements on project documents, including subcontracts and
specifications.
11. Communicate the results.
B. Researching Recycling Options.
1. Contact recyclers and haulers using the Yellow Pages or Recycling Directories.
2. Use 1-800-RECYCLE (1-800-732-9253) or http://1800recycle.wa.gov/index.html
3. Contact Habitat for Humanity (http://www.habitat.org/local) or other charities.
4. What materials are accepted?
5. What are the specific guidelines for each material? For example, do they accept forming plywood
in "clean wood"?
6. Decide which materials are co-mingled and which need to be source separated and the costs.
7. Are drop boxes and pick-up service available?
8. What are the collection options: call for service; monitored drop boxes; or, scheduled pick-ups?
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~2007 Yost Grube Hall Architecture
9. What are the charges for serViceidticluding mop box rental, hauling, and tipping fees/revenues?
10. Is there help to set up the program and provide training for the crew?
11. Are receipts provided for tracking types and quantities of recyclables collected?
C. Decide Which Materials to Recycle
1. Determine potential recyclable materials and the recycling method.
2. Select what to recycle.
3. Determine cost and revenues for recycling different construction wastes (source separated and co-
mingled).
4. Determine costs fordisposing of wastes.
5. Calculate potential costs and savings for recycling on a project.
6. Identify, based on calculations, the materials to be recycled most cost-effectively.
7. Be creative in rural areas. Partner with local businesses, community groups, and others to
determine if there is local interest in using construction waste materials.
V. PUT THE WASTE MANAGEMENT PLAN INTO ACTION
A well developed Construction Waste Management Plan combines good communication with attention to
details. Effective implementation will foster employee pride and elevate the corporate image. This will ensure
success, maximize the benefits, and provide a marketing edge.
A. Educate Everyone About the Waste Management Program.
1. Share the formalized plan with everyone involved in the project administration.
2. Dis~uss waste handling requirements with crew and subcontractors.
3. Share procedures for checking bin status and the system for notifying haulers for extra containers
or pick-ups.
4. Post easy to read signs with written information about the recycling program.
5. Continue education by making recycling updates part of your safety program.
6. Clearly label the recycling drop boxes. Post lists of what is and what is not recyclable and use
pictures for quick identification.
B. Find the Space
1. Place garbage bins and recycling drop boxes close to the point of waste generation, but out of the
traffic pattern.
2. Choose smaller containers and more frequent collection. There are a variety of container sizes and
service options available from recycling services or haulers.
3. Use smaller containers to dump into large containers at the end of the day.
4. Ask recycling service providers about containers with multiple compartments to minimize the
number of containers on site.
5. Rent a trailer for the major recyclable material generated in the first phase of construction and
haul directly to the recycler.
6. If self-hauling, build custom containers to fit the space requirements using scrap or damaged
plywood, concrete forms, or barrier fencing.
7. Use trash cans to collect recyclables generated in smaller amounts.
C. Make it Convenient
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85900 - OLYMPIC COLLEGE MATH-SCIENCE BUILDING 01570 - CONSTRUCTION WASTE MANAGEMENT
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(g2007 Y 08t Grube Hall Architecture
1. . Place the recycling dumpsters as close to the work as possible.
2. Always provide a container for trash near the recycling containers.
3. Consider co-mingling small quantities of wood, cardboard, and metals to make one larger load of
recyclables.
4. Provide maps of the job-site to haulers for dumpster placement and pickup.
D. Promote and Educate
1. Treat waste management like a safety program. Integrate recycle training into the safety
education, or design a separate recycling education program.
2. Create a name or slogan for the recycling program.
3. Provide incentives to make the plan work.
4. Use signage and simple clear instruCtions to communicate.
5. Be positive! When the crew and subcontractors are motivated and understand the goals, they will
figure out creative ways to work efficiently.
6. Include everyone in the process. Encourage suggestions on more efficient methods, or additional
materials that can be recycled.
E. Prevent Contamination
1. Clearly label the recycling bins. Post lists with pictures of what is recyclable.
2. Provide trash bins to collect non-recyclable items. Have them emptied regularly so the overflow
does not end up in the recycling bin.
3. Conduct regular site visits to verify that bins are not contaminated.
4. Consider bins with lids or locating bins in a locked or supervised area to discourage
contamination.
5. Dump out contaminated loads and have the subcontractors and/or crew pull out the contaminants
themselves.
6. Regularly check the wastes in the garbage dumpsters for recyclables.
7. Call the recycler before drop boxes are full to arrange for pick-up.
F. Track Your Success
1. Once construction has started, keep the receipts from recycling and garbage disposal for planning
estimates in future waste management budgets. See Sample Tracking Form.
2. Use Worksheets to report the results and cost savings from recycling on your project. See
Construction Waste Management Plan and Reporting Form.
3. Tracking the quantities and cost savings of diverted materials is required for BUILT GREENTM
and LEEDTM certification.
4. Share the success by posting the volumes of materials reused or recycled.
VI. USE RECYCLED-CONTENT BUILDING MATERIALS
An important part of the cycle of reclaiming materials is the reuse of those materials. Buying recycled-content
building materials supports efficient use of our natural resources without compromising building standards.
A. Identify Recycled-Content Building Materials.
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85900 - OLYMPIC COLLEGE MATH-SCIENCE BUILDING 01570 - CONSTRUCTION WASTE MANAGEMENT
DEMOLITION PACKAGE
@2007 Yost Grube Hall Architecture
Recycled-content building materials are durable and quality products, competitively priced with conventional
materials, and they help conserve natural resources such as timber and oil. Many common building products
like Homasote paneling and blown-in cellulose insulation, made from reclaimed newspapers, have been used
for years. New products using recycled matenals, such as carpet and plastic lumber, are being developed
every day.
B. Know the Types of Recycled-Content Materials:
1. Materials can be post-consumer, made from materials after a first use.
2. Materials can be pre-consumer, created from waste materials as a byproduct of manufacturing and
used in another product.
3. Buying either type of recycled-content building materials supports efficient use of our natural
resources without compromising building standards.
C. Discover How to Buy Recycled.
1. Obtain information on recycled products. Contact suppliers and manufacturers for product
specifications and samples.
2. Consistently communicate your interest in recycled-content building materials in your
specifications, policies, and in your job-site meetings.
3. Look for products with the highest recycled-content available, especially post-consumer content
that meets your strength and durability specifications.
4. Look for recycled-content products for your office or job shack. Copy paper, toner cartridges, and
desk supplies are readily available with recycled-content.
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VII. GLOSSARY OF TERMS
A DECONSTRUCTION is the systematic disassembly of buildings in order to salvage as much
material as possible. A complement to demolition, it allows crews to enter a building and take it
apart, from appliances to floorboards, stair treads, roof joists, and down to the bricks. The
recovered materials are then resold for use in new construction and renovation projects, or for
remanufacture (i.e" turning wood framing into frreplace mantles).
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@2007 Yost Grube Hall Architecture
B. LEED is the Leadership in Energy and Environmental Design rating criteria developed by the US
Green Building Council. The LEED Rating System is recognized nationally and internationally as
the Green Building design standard.
C. MATERIAL RECOVERY FACILITY (MRF) is a general term used to describe a waste-sorting
facility. Mechanical, hand-separation, or a combination of both procedures are used to recover
recyclable materials from other waste.
D. POST-CONSUMER recycled-content products contain materials that have been used by consumers
and collected for reprocessing.
E. PRE-CONSUMER or post-industrial recycled-content products contain "waste" materials created
as a byproduct of manufacturing that are and re-incorporated into the manufactured product.
F. RECYCLE is the separation of construction waste materials for remanufacturing or reprocessing
into usable or marketable materials. Examples of recycling include separating wood off-cuts for
recycling by a wood processor into paper pulp, or t~ldng soil to a topsoil facility for reprocessing
into topsoil.
G. CO-MINGLED recycling service allows contractors to put select recyclables such as wood,
cardboard, and metals in one container that may result in less container space. The recycling
company takes the materials to a MRF: where the materials are separated for recycling. Co-mingled
recycling is cheaper than garbage disposal but more expensive than source-separated recycling. It
may be difficult to receive accurate recycling and disposal figures from this method due to the
varied condition of the materials to be recycled and the current recycle markets.
H. SOURCE SEPARATED recycling service involves collecting recyclables in separate containers as
. they are generated. The recycling hauler takes the materials directly to a recycler or a transfer site.
This method requires more individualized containers but makes accounting of materials easier and
safeguards material quality. Items such as concrete, drywall, carpet, film plastic, and ceiling tiles
may need to be source separated for recycling.
1. REUSE is to use a construction or demolition waste material again on-site. Examples include
grinding concrete for re-use on-site and reusing lumber for constructing forms.
J. SALVAGE of construction or demolition waste material is to remove it from an existing building
for reuse in the same form. Examples of salvage include removing lumber, doors, trim, plumbing
fixtures, or brick.
END OF SECTION 01570
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85900 - OLYMPIC COLLEGE MATH-SCIENCE BUILDING
DEMOLITION PACKAGE
@2007 Yos! Grube Hall Architecture
01600 - MATERIAL AND EQUIPMENT
PART 1 - GENERAL
1.1 PRODUCTS
A. General: Products include material, equipment, and systems.
B. Requirements: Comply with specifications and referenced standards as minimum
. requirements.
C. Compatibility: Components required to be supplied in quantity within a specification Section
shall be the same, and shall be interchangeable.
D. Age: All materials shall be new unless specifically noted otherwise.
1.2 TRANSPORTATION AND HANDLING
A. General: Transport products by methods to avoid product damage; deliver in undamaged
condition in manufacturer's unopened containers or packaging, dry.
B. Personnel: Provide equipment and personnel to handle products by methods to prevent soiling
or damage.
C. Checking: Promptly inspect shipments to assure that products comply with requirements,
quantities are correct, and products are undamaged.
1.3 STORAGE AND PROTECTION
A. General: Store products in accordance with manufacturer's instructions, with seals and labels
intact and legible. Store sensitive products in weather-tight enclosures; maintain witbin
temperature and humidity ranges required by manufacturer's instructions.
B. Exterior Storage: Place on sloped supports above ground. Cover products subject to
deterioration with impervious sheet covering; provide ventilation to avoid condensation.
C. Loose Granular Materials: Store on solid surfaces in a well-drained area; prevent mixing with
foreign matter.
D. Access: Arrange storage to provide access for inspection. Periodically inspect to assure
products are undamaged, and are maintained under required conditions.
Demo Package - Permit Set
01600 - 1
05/18/07
WAE&AS Project No. 2003-143
85900 - OLYMPIC COLLEGE MATH-SCIENCE BUILDING
DEMOLITION PACKAGE
@2007 Yost Grube Hall Architecture
01600 - MATERIAL AND EQUIPMENT
1.4 PRODUCT LIST
A. General: Submit list of products at start of project as required by Division 1 Section
"Submittals.
1.5 VARIATION FROM SPECIFIED PRODUCTS
A. Prior to Bid Opening - Substitutions
1. Written requests, for consideration by the Owner of proposed substitutions must be
submitted by the bidder and received in the office of the Architect not later than ten
working days prior to bid opening.
2. Bidders will be informed by addendum of any approved substitutions.
3. Only one request per bidder for substitution will be considered for each product.
4. Requests for approval of substitutions shall provide sufficient data to allow
evaluation of the suitability of the proposed product. Bidder to dearly identify
product and model number of proposed substitution.
B. Subseguent to Bid Opening - Approved Equivalents
1. Requests for approved equivalents will only be considered when approved equivalent
statements, used in reference to product specifications, are specifically provided for
within individual specification sections.
2. The terms "or an equivalent", "equivalent", or similar statements, when used herein in
connection with manufacturers' products, shall be understood to mean products that
are equally effective and suitable for their intended use; based on the judgment of the
Owner's Representative, whose decision shall be final.
3. Written requests for consideration of equivalents may be submitted throughout the
project.
4. Time extensions and additional costs resulting from use of equivalent products will
not be considered.
C. No Substitutions: The terms "No Substitutions", "Alternative Products not Acceptable", or
similar statements used in reference to product specifications, shall mean that only the
specified product will meet the needs of the Owner and that no other products will be
considered at any time before or during the project.
D. Requirements and Procedures for Product Variations:
1. The Contract is based on the standards of quality established in the Contract
Documents.
2. Substitution or equivalent revisions shall be made only with the written prior
acceptance of the Owner.
Demo Package - Permit Set
01600 - 2
05/18/07
WAE&AS Project No. 2003-143
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85900 - OLYMPIC COLLEGE MATH-SCIENCE BUILDING
DEMOLITION PACKAGE
@2007 Yost Grube Hall Architecture
01600 - MATERIAL AND EQUIPMENT
3. All requests for substitutions or equivalents must be on the proposer's letterhead and
shall be accompanied by complete specifications, samples, records of performance,
certified copies of tests by impartial and recognized laboratories, and such other
information as the Owner may reasonable request to prove the merit of the proposed
revisions. It will also be accompanied by a formal CSI-format substitution request
form.
4. The Contractor assumes the responsibility for capacity, dimensions, clearance, etc., of
the named manufacturer's particular item to assure that the revision meets the
requirements.
5. The Contractor shall assume the cost of any redesign, in the form of changes to the
drawings, or for the work of any other trades, or any other costs required to properly
incorporate any revision associated with substitutions or use of approved equivalent
products.
6. Final decisions as to the quality and suitability of proposed revisions will rest solely
with the Owner and will be based on proof submitted.
7. When the Owner approves a substitution or equivalent proposed by the Contractor, it
is with the understanding that the Contractor certifies that the article or material is
equivalent to or better than that specified.
8. The Contractor will evaluate all substitution requests for general compliance with the
contract documents and provide a written evaluation of the substitution to the design
team and Owner for consideration. Evaluation for overall compliance with the
contract documents is the responsibility of the design team.
PART 2 - PRODUCTS
Not Used
PART 3 - EXECUTION
Not Used
END OF SECTION 01600
Demo Package - Permit Set
01600 - 3
05/18/07
W A E&AS Project No. 2003-143
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85900 - OLYMPIC COLLEGE MATH-SCIENCE BUILDING
DEMOLITION PACKAGE
@2007 Yost Grube Hall Architecture
01700- PROJECT CLOSEOUT
PART 1 - GENERAL
1.1 DESCRIPTION
. A. General: This Section supplements General Conditions, Part 6 "Payments and Completion."
1.2 PROJECT RECORD DOCUMENTS
A. The Project Record Documents shall be organized to include the following information:
1. Table of Contents.
2. Project Team List.
3. Specifications.
4. Drawings.
5. Inspection Reports, as applicable.
6. Warranty.
7. Maintenance mstructions.
B. As-Built Specifications: Legibly mark each Specification Section to indicate actual as-built
conditions. The as-built Specifications shall clearly indicate changes in the Work made by
Addenda or Change Order, actual materials and products used and actual manufacturer(s) used.
1.3 FINAL REVIEW AND PAYMENT
A. General: Prior to completion, the Contractor shall inspect the Work and make a "punch list"
noting all items that are incomplete and/or incorrect.
1. The Contractor shall notify all Subcontractors in writing of incomplete and/or incorrect
items. Notify far enough in advance of the Completion Date that the Work can be
completed on schedule. Said Work shall be immediately corrected.
2. Should conditions prevail which prohibit some elements of the Work from being
accomplished, but the work-in-place will perform the primary function (i,e., painting
cannot be completed due to high moisture content of masonry walls.) the Contractor
shall record the reason with this "punch list" item requesting temporary delay in
completion from the Owner in writing.
3. Notify the Owner in writing that all items are completed and ready for fmal review or
else that the work product is fully usable, but some listed deficiencies remain to be
completed. Submit all record documents at this time.
B. Architect Review: The Architect will review all documents. When the documents include a
Contractor's request for delay in completion, the Architect will review all Work which is certified
as complete to the best knowledge of the Contractor. The Architect will also review the listed
incomplete Work and assign a value to such uncompleted work.
Demo Package - Permit Set
01700 - 1
05/18/07
WAE&AS Project No. 2003-143
85900 - OLYMPIC COLLEGE MATH-SCIENCE BUILDING
DEMOLITION PACKAGE
<<:l2007 Yost Grube Hall Architecture
01700 - PROJECT CLOSEOUT
C. Corrections: The Contractor shall make the required corrections to the Work expeditiously.
Upon Owner Occupancy, sufficient retainage monies will be held to pay for incomplete Work,
should the Contractor fail to perform. A lett~r will be addressed to the Contractor informing the
Contractor of the project status and the monies available for a semi-fmal payment upon receipt of
billing.
D. Completion: When Contract closeout procedures are completed and all punch listed deficiencies
have been corrected, fmal acceptance by the Owner will be documented. The contractor will
receive written notice of acceptance of the Work and notification that fmal payment may be
requested.
1. Article B.l shall be added to the General Conditions, Part 6;09.B as follows:
a. Test and Balance Work and Commissioning, contracted separately, and
performed in conjunction with the assistance of the Contractor's forces shall be
complete prior to the time of the fmal payment request.
PART 2 - PRODUCTS
Not Used
PART 3 - EXECUTION
Not Used
END OF SECTION 01700
Demo Package - Permit Set
01700-2
05/18/07
W A E&AS Project No. 2003-143
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,,-,.nll-VI ",-I""'\.......II'UIVI'll
DEPARTMENT OF GENERAL ADMINISTRATION'
DIVISION OF ENGINEERING AND ARCHITECTURAL SERVICES
CONSTRUCTION COMPLETION CHECKLIST
oject Title:
Agency:
Project Number:
~ VERIFIED
ACTION: BY DATE
I 1. Contractor "Notice of Completion" to AlE.
2. AlE inspection and "Incomplete Work List".
3. Contractor completion of "Incomplete Work List" and request of final inspection.
4. IfPnor Occupancy IS taken, per General Condmons part o.m~, the date IS:
Prior Occupancy date:
I 5. Contractor requests final "Punch List" inspection.
6. Final Inspection: AlE, E&AS PM, and Owner "Punch List".
(Items found after final inspection will be placed on the warranty item list unless an item
I significantly impairs operation of the facility.)
7. Contractor establishes punch "list completion schedule.
8. All work acceptable
I per contract. Contractor signature date
,9 Contractor completes punch list.
10 AlE confirms completion of punch list.
I 11 AlE confirms receipt of certificates, permits, and training:
a. Occupancy Permit CJ e. Staff Training CJ
b. Fire Marshal CJ f. Elevator Permit CJ
I c. Electrical Inspection CJ g. Boiler Permit CJ
d. O&M Manuals CJ h. c=J
I 12 Substantia/Completion, per General Conditions Part 6.07, the date is:
, Substantial Completion date:
13. Notice of Substantial Completion issued, and Warranty Period begins.
I 14. AlE confirms receipt of: e. Spare Parts and Materials c=J
a. Record "As-Built" Drawings CJ f. Keys and Key Schedule CJ
I b. Shop Drawings c=J g. Warranty responsibility Contacts c=J
c. Test Reports CJ h. Statement of MWBE c=J
I d. Certificate of Warranty CJ i. c=J
15. Resolution of all FA, COP, and Change Orders, approved and processed.
16. All work acceptable
I per contract. AlE signature date
17. Accept recommendation;
proceed with final acceptance. Contractor signature date
I 18. PM establishes date of Final Completion and submits "Completion Notice" form.
Final Completion date:
I 19. DAD establishes date of Final Acceptance and submits to contracts specialist.
Final Acceptance date:
20. E&AS notification of Final Acceptance to AlE, Client Agency, and Contractor.
I 21. Final Acceptance is advertised by E&AS, and 45 day Lien period begins.
22. Contract Status (PM Identify A,tiOn) I
a. Close Contracts c. Close Project c=J
I b. Close Agreement (AlE) c=J d. Other Action
Facility:
I
revised :m/'JOO4 YGH 3/19/2007
CONSTRUCTION COMPLETION CHECKLIST
page 2 of 2
These items, 23 through 28, occur after Final Completion.
23. CONTRACTOR:
Upon receipt of notice of Final Completion:
* Submit Affidavits of Wages Paid to Labor and Industries (L&I).
* Receive Affidavits of Wages Paid from L&I with Industrial Statistician approval.
* Submit Invoice for payment of retainage with approved Affidavits of Wages Paid and Statement of MWBE
24. AlE:
~pprove contractor InVOice and forward inVOice and AmaaVIIS or vvages i"'ala ro t:1:XA" proJecI manager.
* Complete ELCCA verification checklist and submit to E&AS lead ELCCA reviewer.
* Complete Project Evaluation form and send to E&AS.
25. PM:
* Approve contractor invoice and forward invoice and Affidavits of Wages Paid to Client Agency
* Complete Project Evaluation form and submit to supervisor.
26. Client Agency: .
* Receive invoice, Affidavits of Wages Paid, and Affidavit of Amounts Paid MWBE.
* Submit Department of Revenue form "Notice of Completion of Public Works Contract" to Revenue, L&I and
Employment Security.
* Receive release of liability letter from L&1.
* Receive "Certific<;lte of Payment of State Excise Taxes by Public Works Contractor" from Revenue.
* Receive "Certificate of Payment of Contributions, Penalties and Interests on Public Works Contract"from
Employment Security.
* Verify with E&AS no current claims against the contract, or receive letter from E&AS stipulating amount of
retainage to be released.
* Release retainage or send letter to release escrow.
* Completes Project Evaluation form and send to E&AS.
27. CONTRACTOR:
* Satisfy warranty items as required.
28. E&AS:
* Close project files.
NOTE:
If contractor has not completed the punch list and items 9 and 13 above, the following steps should be
considered.
1. Withhold progress payment for work not completed, per Part 6.05 of the General Conditions.
2. Negotiate revised punch list and completion schedule.
3. Send letter to bonding company requesting completion of the project.
4. Enforce Part 5.17 of the General Conditions, which provides for the owner's right to complete the work.
revised
7flI2OO4 YGH 3/19/2007
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85900 - OLYMPIC COLLEGE HUMANITIES BUILDING
02084 - UNDERGROUND STORAGE TANKS
PART I-GENERAL
1.1 SCOPE
A. All removal, decommissioning and disposal of underground storage tanks (USTs) and all associated
service and vent piping will be removed under separate contract.
1.2 RELATED SECTIONS
A. Division 0, Contract Requirements.
B. Division I Section "Summary of Hazardous Materials Work."
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION (Not Applicable)
END OF SECTION 02084
Demo Package - Permit Set
02084 - 1
05/18/07
W A E&AS Project No. 2005-187
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85900 - OLYMPIC COLLEGE HUMANITIES BUILDING
DEMOLITION PACKAGE
@ 2007 SvR Design Company
02200 - SITE PREPARATION
PART 1 - GENERAL
1.1 SECTION INCLUDES
A. Work includes but is not limited to following:
1. Install and maintain temporary erosion and sedimentation control.
2. Remove vegetation, trees and other unwanted materials.
3. Remove miscellaneous debris and garbage.
4. Grubbing work consisting of removing and disposing of materials from below the ground
surface.
5. Remove and dispose of materials from site according to regulatory requirements.
6. Coordinate with Purveyor of utility as necessary to identify, disconnect, cap and remove
utilities as required.
7. Protect from harm any trees, vegetation or other objects selected to remain. Install and
maintain tree protection fence. Water and maintain trees and vegetation designated to remain
during construction.
8. Layout of project limits per the Plans.
1.2 RELATED SECTIONS
A. Coordinate related work specified in other parts of the Project Manual, including but not limited to
the following:
1. Section 01050 - Field Engineering
2. Section 01500 - Construction Facilities and Temporary Controls
3. Section 02300 - Earthwork
1.3 REFERENCES
A. WSDOT: 2006 Standard Specifications for Road, Bridge, and Municipal Construction
B. WSDOT: 2006 Standard Plans for Road, Bridge, and Municipal Construction
C. DOE: Stormwater Management Manual for the Puget Sound Basin, Department of Ecology,
February 1992.
1.4 SUBMITTALS
A. Submit:
1.
Demolition procedures and operational sequence for review and acceptance by Owner's
Representative. Include permits for transport and disposal of debris as required.
In accordance with Section 01050, submit record drawings indicating locations of existing
utilityJines and related appurtenances.
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2.
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Demo Package - Permit Set
02200 - 1
05/18/07
WA E&AS Project No. 2003-143
85900 - OLYMPIC COLLEGE HUMANITIES BUILDING
DEMOLITION PACKAGE
@ 2007 SvR Design Company
02200 - SITE PREPARATION
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1.5 WARNING
A. Owner may ORDER THE WORK STOPPED if unauthorized use of protected areas is occurring, or
if tree protection fencing is not restored within 24 hours of notice to do so.
1.6 DESCRIPTION
1. Ensure minimum interference with roads, streets, and adjacent facilities.
2. Do not close or obstruct streets or passageways without permission from authorities having
jurisdiction.
3. If required by governing authorities, provide alternate routes around closed or obstructed
traffic ways.
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A. Construct erosion and sedimentation control in accordance with contract documents.
B. Clear and grub site as indicated.
C. Save and protect from all harm any trees, or other objects selected to remain. Provide tree protection
fencing as indicated.
1.7 EXISTING CONDITIONS
A. Protection of Existing Improvements: Provide, erect and maintain barricades, coverings, or other
types of protection necessary to prevent damage to buildings, walkways, and existing trees indicated
to remain in place. Restore any improvements damaged by this work to their original condition,
including pavement, sidewalks and curbs in the City's right-of-way, as acceptable to Owner and City
of Bremerton.
B. Coordinate work with Division I requirements. Construct temporary erosion and sedimentation
control plan in accordance with plans, the Stormwater Management Manual for the Puget Sound
Basin, and requirements of the City ofBremerton.
C. Objectionable Noises: Conform to local governing requirements regarding Noise Control.
D. Maintain vehicular and pedestrian traffic routes:
E. Contractor is responsible for the verification of utility locations. A minimum of five working days in
advance of construction, use a private utility locate service to verify location and elevation of
existing utilities within and around the site to allow for coordination and mitigation of conflicts
without down time.
1.8 DIMENSIONS AND LAYOUTS
A. The Contractor will be responsible for furnishing, setting and marking all line and location stakes,
including offsets and general construction staking. There shall be on site at all times when work
requiring control is being performed all necessary equipment, supplies and instruments related
thereto. /, qualified layout Engineer, surveyor, or technical specialist must be assigned to the
Demo Package - Permit Set
02200 - 2
05/1 8/07
WA E&AS Project No. 2003-143
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85900 - OLYMPIC COLLEGE HUMANITIES BUILDING
DEMOLITION PACKAGE'
@ 2007 SvR Design Company
02200 - SITE PREPARATION
Contractor's crew for this work.. This equipment and personnel must be available, at no additional
cost to the Owner for the purpose of verifying layout and certifying the accuracy of work on the site.
B. Preserve benchmarks and stakes. Replace stakes or benchmarks that are displaced or missing.
C. Review utility, Owner, and City records related to the existing underground utilities and topographic
conditions. A void damage to these facilities and restore damaged utilities at no cost to Owner.
Notify the Owner immediately if underground utilities not shown on record documents are
encountered.
1.9 REGULATORY REQUIREMENTS
A. Comply with applicable Federal, State and Local codes and safety regulations. If there are conflicts
among referenced standards, the more stringent requirements shall govern.
B. Obtain necessary permits, including but not limited to:
1. Side Sewer as required
2. Street Use as required
3. Grading as required
4. Permits required due to Contractor's Method of Operation.
PART 2 - PRODUCTS
2.1 CATCH BASIN PROTECTION
A. Inlet protection shall be Stream Guard@ Sediment Catch Basin Inserts or approved. Insert shall be
appropriately sized for the structure in which it is installed.
2.2 TREE PROTECTION FENCING
A. Chain link fence materials including posts, braces, and mesh may be salvaged materials from site or
other used material to form a six-foot high enclosure.
B. Posts shall be minimum l-Y2-inch steel pipe. Mesh shall be two inches by two inches by 11 ga. min.
chain link fabriC.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Verify clearing and grubbing, and site improvement removal may safely and appropriately begin.
I
B.
Obtain required permits and permission from governing authorities and Owner prior to commencing
work.
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Demo, Package - Permit Set
02200 - 3
05/18/07
W A E&ASProject No. 2003-143
85900 - OLYMPIC COLLEGE HUMANITIES BUILDING
DEMOLITION P ACF~AGE
i1J 2007 SvR Design Company
02200 - SITE PREP ARA nON
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C. Prior to beginning site removals and clearing, meet with the Owner's Representative to review all
proposed utility layouts on site. Contact utility companies and request meter readings, utility cutoffs,
and meter and line removals. N erify that appropriate services have been disconnected. Contractor
shall pay for fees and costs associated with utility disconnects, capping, line and meter removals.
Indicate all existing trees, shrubs and landscaping as well as site improvements that will be affected
by construction. Coordinate removals and relocation of salvage landscape materials with Owner's
Representative and Olympic College Maintenance Staff.
3.2 EROSION CONTROL
A. The implementation of the Erosion Control plans and the construction, maintenance, replacement
and upgrading of these facilities is. the responsibility of the Contractor until all construction is
approved. The Erosion and Sediment ~ Control (ESC) facilities shown on this plan must be
constructed in conjunction with all clearing and grading activities, and in such a manner as to ensure
that sediment laden water does not enter the drainage system or violate applicable water standards.
B. The ESC facilities shown are the minimum requirements for anticipated site conditions. During the
construction period, the erosion control facilities shall be upgraded (e.g. sumps, ditches and silt
fences, etc.) as needed. Contractor shall pay for all costs associated with the construction,
maintenance, upgrading and removal of the erosion control system throughout project duration.
Provide catch basin protection for new and existing catch basins in and adjacent to work area.
Provide catch basin inserts for new catch basins following installation, until project is completed and
site is stabilized.
C. Access Roads: Provide wheel-cleaning stations to clean wheels and undercarriage of trucks before
leaving site, as necessary to prevent dirt from being carried onto public roads. If roads are' fouled,
they must be cleaned immediately in conformance with applicable jurisdiction and all governing
requirements and regulations. Keep street and site drains open for drainage at all times.
Mud/sediment build-up shall be removed and not flushed into the downstream system.
Provide filter fabric fencing, stabilized construction entrance and interceptor swales as necessary to
prevent dirt or sediment-laden water from leaving site.
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3.3 TREE AND SHRUB PROTECTION
A. Locate protective fence generally, one-foot out for every one inch diameter of tree or trunk, but in no
case closer than 6 feet from the trunk of any tree or as shown on the plans. This area is considered
the Critical Root Zone (CRZ). Contractor shall stake fencing location at the CRZ. Owner's
Representative will approve fmallocation of tree protection fencing.
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3.4 INSTALLATION OF TREE AND SITE PROTECTION FENCING
A.
Drive posts a minimum of two feet below existing grade and deep enough to remain rigid during
subsequent excavation and grading. Posts located on paving shall be set in 100 lb concrete blocks.
Take care not to compact soil inside the fence line during placement of posts. Do not use heavy
equipment for this operation.
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Demo Package - Permit Set
02200 - 4
05/18/07
WA E&AS Project No. 2003-143
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85900 - OLYMPIC COLLEGE HUMANITIES BUILDING
DEMOLITION PACKAGE
@ 2007 SvR Design Company
02200 - SITE PREP ARA TI ON
B. Provide diagonal bracing to vertical posts at comers of enclosures and wherever needed to ensure
rigidity of the fencing.
C. Provide top rail between vertical posts.
D. Chain link fabric shall be tight to grade at the bottom edge, and stretched uniformly between posts.
Top of fabric shall be a minimum of six feet above grade.
E. Install fabric to form completely closed area around tree(s). Attach fabric to posts 12 inches on
center (o.c.) with II-gauge wire ties securely fastened, or with bolted ring clips, and to top rail not
over three feet o.c.
F. Attach orange flag strips 12 inches long at three feet o.c. along the fence, five feet above grade.
3.5 MAINTENANCE OF TREE AND SITE PROTECTION FENCING
A. Maintain fence in specified location and good condition until completion of site operations and of
delivery of equipment and material, except where directed otherwise in writing by the Owner's
Representative. Fencing shall be immediately repaired when damaged, regardless of cause of
damage.
B. Tree protection fencing may be removed temporarily for specific construction operations only when
explicitly approved IN WRITING by the Owner's Representative.
3.6 USE OF AREA WITHIN FENCE
A. Do not use area within protective fence for operation or storage. Use of the area within the fence area
shall be only as approved by Owner's Representative.
B. Alter no grades within the required protective fence line except as directed during the fine grading
operations at the conclusion of site development.
C. Control soil moisture within the protected area. Prevent flooding of the soil, and protect root areas
from leacheate, from cement, from oil, fuel, and lubricating oil, and all of the contaminants.
3.7 USE OF AREA ADJACENT TO PROTECTIVE FENCES
A. Do not store materials potentially harmful to tree roots adjacent of protected areas. Potentially
harmful materials include, but are not limited to: petroleum products, cement and concrete additives,
lime, paints coating, waterproofing agents, form coatings, detergents, acids, cleaning agents.
3.8 DAMAGES FOR LOSS OR INJURY TO TREES
I
A. Replace any and every tree lost or, in the opinion of the Owner's Representative, irreparably
damaged as a result of failure of the Contractor to protect or to adequately maintain existing trees.
Trees which fail fully to foliate in the first or second spring following completion of construction
operations may be presumed to have been lost due to construction operations.
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Demo Package - Permit Set
02200 - 5
05/18/07
W A E&AS Project No. 2003-143
I
85900 - OLYMPIC COLLEGE HUMANITIES BUILDING
DEMOLITION PACKAGE
~ 2007 SvR Design Company
02200 - SITE PREPARATION
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B. Replace trees with healthy specimens of the same species and size except where agreed otherwise in
writing with the Owner's Representative. Maintain and guarantee the health of replacement trees for
one full year from the date of installation.
C. Completely remove and dispose of any tree killed or irreparably damaged as a result of Contractor's
failure to protect or maintain trees to remain.
D. In the event a damaged or lost tree cannot be replaced in kind, Contractor shall pay to the Owner as
liquidated damages:
1. A sum equal to the value of each lost tree as determined by the most current Guide for
Establishing Values of Trees and Other Plants by the Council of Tree and Landscape
Appraisers, plus an amount of $1,500 per tree in compensation for the efforts of the Owner's
Representative in administering and overseeing the replacement
OR
2. a sum of $8,000, whichever is larger.
E. Locate and install replacement trees in accordance with the instructions of the Owner's
Representative. The Owner's Representative is not bound to replace lost trees in the same location.
F. In the event of injuries to the crown, trunk or root system of any tree to remain resulting from the
Contractor's failure to protect and/or maintain such tree, the Owner may elect to retain the tree and
hold the Contractor liable for compensation, the just value of which is determined by the Guide for
Establishing Values of Trees and Other Plants.
3.9 PRUNING OF EXISTING TREES
A. Allow trimming only after consultation with a certified and licensed arborist who will exercise
judgment in approval of tree trimming requests. Tree pruning operations shall be approved by
Owner's Representative.
B. Limbs and branches that have been broken shall be cut off cleanly above the nearest crotch in
accordance with good horticultural practice~ Cut limbs and branches greater than Yz-inch in diameter.
Sterilize equipment with alcohol prior and during trimming and pruning operation. All pruning of
damaged trees shall be carried out to the complete satisfaction of the Owner's Representative.
C. Ensure that existing trees remaining on the project site be in as good condition at completion of the
work as at the commencement of the work. Contractor shall water and care for existing trees in
accordance with Owner's maintenance staff's recommendations. If such a condition does not exist at
the completion of the work, assume responsibility to provide corrective or replacement with new
material as directed by the Owner's Representative.
D. All costs for the repair of any damage to trunks or major limbs three inches in diameter or over
requiring, in the opinion of the Owner's Representative, the attention of a professional tree surgeon
shall be borne entirely by the Contractor. All costs incurred in the protection of existing trees shall be
considered incidental to the contract.
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02200 - SITE PREP ARA TION
3.10 CLEARING
A. Remove growth and underbrush within the clearing limits as required for new construction and as
indicated. Removal operations shall be performed in a manner to protect property.
1. NotifY Owner's Representative at least five days in advance of scheduled clearing and tree
removal.
B. Save and protect trees and vegetation indicated on plans to remain. Protect all offsite trees along
roadways and on surrounding properties.
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1. Maintain tree protection throughout duration of project construction. Repair as required.
3.11
GRUBBING
A.
General: Grub or otherwise. prepare areas where clearing has occurred to receive construction or
other improvements. .
1. Excavate and remove all stumps over 12 inches to a minimum depth of two feet below grade.
2. Excavate andremove roots larger than two inches in diameter, rocks, boulders, any remaining
debris, and the like, as well as other unsuitable materials, to a minimum depth of two feet.
3. Use only hand methods for grubbing inside the greater of a la-foot radius or the drip line of
trees indicated to remain.
3.12
SITE IMPROVEMENT REMOVALS
A.
Materials designated for removal shall be broken up, completely removed, loaded, and disposed of
by the Contractor. Care shall be taken in removing items that damage does not occur to the existing
vegetation, walkways and buildings which are to remain. All pavement and walk removals shall be
neat-line sawcut at the limits of removal. Adjacent materials designated to remain that are damaged
by the Contractor due to their operations shall be replaced at no additional cost to the Owner.
B.
Sprinkle excavated material and access roads as necessary to limit dust to lowest practicable level.
Do not use water to extent causing flooding, contaminated runoff or icing.
C.
Utilities: Cap and remove all piping designated for removal, including underground piping and
exposed piping.
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1. Piping:
a. Some utility piping and structures are to remain until new services are in operation and
shall be protected during construction. It is the Contractor's.responsibility to establish
and submit to the Owner a schedule that will identifY those utilities whose operation
need to be maintained in working order during the phases of construction. Damage to
existing utilities which are to remain shall be repaired immediately at the Contractor's
expense.
b. In the event the Contractor encounters utility lines not shown on the site plan or
otherwise indicated to be saved, removed or abandoned, the location of such lines shall
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be marked in the field and on the as-built drawings, and the Owner's Representative
shall be notified.
c. Sanitary side sewers are to be removed and capped at the property line or at the limits
of improvements. The City of Bremerton Inspector shall approve the cap prior to
backfill and compaction. No additional compensation shall be given to the Contractor
to expose and backfill caps for missed inspections.
3.13 DRAINAGE
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A. Keep natural drainage ways open for drainage at all times. Provide erosion control facilities as
required to prevent sediment transport either downstream or offsite. At no time shall more than one
foot of sediment be allowed to accumulate within a catch basin. All catch basins and conveyance
systems shall be cleaned prior to paving. Mud/sediment build-up shall be removed and the cleaning
operation shall not flush sediment laden water into the downstream system.
B. Open pits and holes caused as a result of demolition work shall be kept free of standing water.
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3.14 FILLING DEPRESSIONS
A. Fill depressions caused by clearing, grubbing and utility removal operations with structural fill
material unless further excavation or earthwork is indicated. Structural fill shall be in accordance
with Section 02300.
3.15 DISPOSAL OF MATERIALS
A. The refuse resulting from clearing' and grubbing shall be disposed of by the Contractor in a manner
consistent with all government regulations. In no case shall refuse material be left on the project site,
shoved onto abutting private properties, or be buried in embankments or trenches on the project site.
Debris shall not be deposited in any stream or body of water, or in any public right-of-way or upon
any private property except by written consent of the private property owner. Maintain hauling
routes clean and free of any debris resulting from work of this Section.
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A. Temporary water, sanitary sewer service and all other utility shutoffs or interruptions are to be
coordinated with Olympic College.
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3.16 TEMPORARY SHUTOFF OF WATER AND SANITARY SEWER SERVICE
END OF SECTION 02200
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85900 - OLYMPIC COLLEGE MATH-SCIENCE BUILDING
DEMOLITION PACKAGE
(92007 Yost Grube Hall Architecture
02225 ~ DEMOLITION
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Building Demolition: Demolition of the Math-Science building and adjacent structures.
B. Selective demolition of built site elements.
D. Abandonment and removal of existing utilities and utility structures.
1.2 RELATED SECTIONS
B. Division 1 Section "Construction Waste Management": Limitations on disposal of removed
materials; requirements for recycling.
1.3 INFORMATION AVAILABLE TO BIDDERS:
A. Existing survey; available from Olympic College.
B. Document "Limited Hazardous Materials Survey Report - Summary of Findings"; available from
Olympic College; information about known hazardous materials.
1.4 REFERENCES
A. 29 CFR 1926 - U.S. Occupational Safety and Health Standards; current edition.
B. NFP A 241 - Standard for Safeguarding Construction, Alteration, and Demolition Operations; 2004.
1.5 SUBMITTALS
A. See Division 1 Section "Submittals" for submittal procedures.
B. Site Plan: Showing:
1. Vegetation to he protected.
2. Areas for temporary construction and field offices.
3. Areas for temporary and permanent placement of removed materials.
C. Demolition Plan: Submit demolition plan as specified by OSHA and local authorities.
1. Indicate extent of demolition, removal sequence, bracing and shoring, and location and
construction of barricades and fences.
2. Identify demolition firm and submit qualifications.
3. Include a summary of safety procedures.
D. Project Record Documents: Accurately record actual locations of capped and active utilities and
subsurface construction.
1.6 QUALITY ASSURANCE
A. Demolition Firm: Company specializing in the type of work required.
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DEMOLITION PACKAGE
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1.7 PROJECT CONDITIONS
A. Minimize production of dust due to demolition operations; do not use water if that will result in ice,
flooding, sedimentation of public waterways or storm sewers, or other pqllution. '..
B. Comply with other requirements specified in Division 1 Section "Project Closeout."
C. All work involving hazardous materials shall be performed according to applicable regulations.
1. Refer to document "Limited Hazardous Materials Survey Report - Summary of Findings",
available from Olympic College, for information about known hazardous materials.
2. Prior to this work the College intends to have all known asbestos containing materials (ACM's)
removed from the Math-Science building by separate contract.
PART 2 PRODUCTS
2.1 MATERIALS
A. Fill Material: As specified in Division 2 Section - Earthwork.
PART 3 EXECUTION
3.1 SCOPE
A. Remove the entire building above grade.
B. Remove foundations.
C. Remove paving and curbs as indicated on drawings.
D. Remove concrete slabs on grade as indicated on drawings.
F. Remove other items indicated, for salvage and recycling.
G. Fill excavations, open pits, and holes in ground areas generated as result of removals, using specified
fill; compact fill as required so that required rough grade elevations do not subside within one year
after completion.
3.2 GENERAL PROCEDURES AND PROJECT CONDITIONS
A. Comply with applicable codes and regulations for demolition operations and safety of adjacent
structures and the public.
1. Obtain required permits.
2. Comply with applicable requirements ofNFPA 241.
3. Take precautions to prevent catastrophic or uncontrolled collapse of structures to be removed;
do not allow worker or public access within range of potential collapse of unstable structures.
4. Provide, erect, and maintain temporary barriers and security devices.
5. Use physical barriers to prevent access to areas that could be hazardous to workers or the public.
6. Conduct operations to minimize effects on and interference with adjacent structures and
occupants.
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DEMOLITION PACKAGE
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02225 - DEMOLITION
7. Do not close or obstruct roadways or sidewalks without permit.
8. Conduct operations to minimize obstruction of public and private entrances and exits; do not
obstruct required exits at any time; protect persons using entrances and exits from removal
operations. , " ,';': '
9. Obtain written permission from owners of adjacent properties when demolitio'il equipment will
traverse, infringe upon or limit access to their property.
" f:
B. Do not begin removal until receipt of notification to proceed from PSu.
C. Do not begin removal until built elements to be salvaged or relocated have been removed.
D. Do not begin removal until vegetation to be relocated has been removed and specified measures have
been taken to protect vegetation to remain.
E. Protect existing structures and other elements that are not to be removed.
1. Provide bracing and shoring.
2. Prevent movement or settlement of adjacent structures.
3. Stop work immediately if adjacent structures appear to be in danger.
G. Perform demolition in' a manner that maximizes salvage and recycling of materials.
1. Comply with requirements of Division 1 Section - Waste Management.
2. Dismantle existing construction and separate materials.
3. Set aside reusable, recyclable, and salvageable materials; store and deliver to collection point or
point of reuse.
H. Partial Removal of Paving and Curbs: Neatly saw cut at right angle to surface.
3.3 EXISTING UTILITIES
.
A. Coordinate work with utility companies; notify before starting work and comply with their
requirements; obtain required permits.
B. Coordinate with Division 16 Section "Basic Electrical Materials and Methods."
C. Protect existing utilities to remain from damage.
D. Do not disrupt public utilities without permit from authority having jurisdiction.
E. Do not close, shut off, or disrupt existing life safety systems that are in use without at least 7 days .
prior written notification to PSu.
F. Do not close, shut off, or disrupt existing utility branches or take-offs that are in use without at least
3 days prior written ,notification to PSu.
G. Locate and mark utilities to remain; mark using highly visible tags or flags, with identification of
utility type; protect from damage due to subsequent construction, using substantial barricades if
necessary.
H. Remove exposed piping, valves, meters, equipment, supports, and foundations of disconnected and
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abandoned utilities.
1. Prepare building demolition areas by disconnecting and capping utilities outside the demolition zone;
identify and mark utilities to be subsequently reconnected, iti same manner as other utilities to
remam.
3.5 DEBRIS AND WASTE REMOVAL
A. Remove debris, junk, and trash from site.
B. Remove from site all materials not to be reused on site; comply with requirements of Division 1
Section - Waste Management.
C. Leave site in clean condition, ready for subsequent work.
D. Clean up spillage and wind-blown debris from public and private lands.
END OF SECTION 02225
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85900 - OLYMPIC COLLEGE HUMANITIES BUILDING
DEMOLITION PACKAGE
!Q 2007 SvR Design Company
02300 - EARTHWORK
PART 1 - GENERAL
1.1 SECTION INCLUDES
A. Work includes, but is not limited to, the following:
1. Accomplishing indicated and required stripping, sawcutting and removal of existing
pavements, excavations, trenching, filling, compaction, subgrade preparation, rough and finish
grading, and the like.
2. Shoring and/or bracing.
3. Subgrade establishment and structural fill under slabs, precast utility structures and
foundations per geotechnical recommendations.
4. Stripping and stockpiling of topsoil.
5. Removing materials from the site which are either:
a. not approved for use,
OR
b. are in excess of that required.
6. Importing any additional required materials.
7. Coordinating earthwork operations with other work of the project, including soil preparation
for landscaping.
1.2 RELATED SECTIONS
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1.3
A.
B.
C.
D.
E.
F.
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A. Coordinate related work specified in other parts of the Project Manual, including but not limited to
following:
1. Section 02200 - Site Preparation
REFERENCES
WSDOT: 2006 Standard Specifications for Road, Bridge, and Municipal Construction.
AASHTO T176: PlastiC Fines in Graded Aggregates and Soils by use of the Sand Equivalent Test.
ASTM C136: Standard Method for Sieve Analysis afFine and Coarse Aggregate.
ASTM D1557: Test Method for Laboratory Compaction Characteristics of Soil Using Modified
Effort (56,000 ft-Ib/cu ft).
ASTM D2922: Standard Test methods for Density of Soil and Soil-Aggregate in Place by Nuclear
Methods (Shallow Depth).
ASTM D698: Moisture-Density Relation of Soils and Soil Aggregate Mixtures.
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1.4
A.
B.
C.
1.5
1.6
ASTM D1556: Test Method for Density of Soil in Place by the Sand-Cone Method.
ASTM D3017: Standard Test methods for Water Content of Soil and Rock in place by Nuclear
Methods (Shallow Depth).
WISHA: Revised Code of Washington (RCW) Chapter49.17
WAC 296-155: Washington Administrative Code (WAC) 296-155 Standards for Construction Work
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RCW: RCW Chapter 39.04.180 Public Works/Trench Excavations- Safety Systems Required
SUBMITTALS
Contractor shall submit sieve analysis of all imported materials and proposed native material for
backfill, a minimum of seven days prior to placement for approval.
Earthwork compaction test results.
A dewatering plan and contingency measures that identify dewatering techniques and their
application to this site, monitoring measures to verify compliance with regulatory discharge
requirements, and contingency measures to remedy immediate impacts to downstream system to
prevent disturbance of final sub grades.
QUALITY ASSURANCE
A. Testing:
1.
The Owner's Testing Agency will take samples and perform moisture content, gradation,
compaction, and density tests during placement of backfill materials to check compliance with
these specifications.
The Contractor shall remove surface material at locations designateg by the Owner's
Representative and provide such assistance as necessary for sampling and testing.
The Owner's Soils Engineer may direct the Contractor to construct inspection trenches in
compacted or consolidated backfill to determine that the Contractor has complied with these
specifications. Testing by the Owner's Soils Engineer does not relieve the Contractor of their
responsibility to determine to their own satisfaction when and if contractor's work meets the
specification requirements.
Test will be made by the Owner's Soils Engineer for the following items:
a. Moisture content
"b. Gradation
c. Density in-place
d. Moisture-density relationships
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3.
4.
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GEOTECHNICAL DATA
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A. The Contractor is responsible for reviewing available data for the site. See the geotechnical report;
"Geotechnical Engineering Design Study" dated November 15, 2004 by Hart Crowser.
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DEMOLITION PACKAGE
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02300 - EARTHWORK
PART 2 - PRODUCTS
2.1 FILL MA TERlALS
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A. Structural Fill Under Footings and Behind Walls: Material to be placed under footings and behind
walls shall be imported granular fill consisting of clean, well-graded sand and gravel materials free
of organic material, debris, and other deleterious material. Structural fill shall conform to the
gradation requirements of WSDOT Section 9-03.14(1).
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B. Structural Fill Under Concrete Slabs and Precast Concrete Utility Structures: The top two feet of fill
under slabs and precast concrete utility structures shall be Structural fill as specified in Paragraph
2.1A above. Fill material placed below the top two feet may be imported granular fill or, provided
that soil moisture can be reduced and maintained near optimum, may be excavated on-site natural
sand soils. Existing soils which contain organic materials and natural or fill soils which contain clay
are unsuitable for use under structures.
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C. Approval ofFill Material: All material which is proposed to be used as fill shall be graded and tested
for moisture content and compactability. Gradation and test results shall be submitted for review and
approved by the Owner's Soils Engineer prior to placement of fill.
D. Concrete: Lean concrete'shall be utilized as structural fill when elements bear Oll,bed rock. Lean
concrete fill or CDF may be utilized as structural fiU when approved by the City Inspector and the
Owner's Testing Agency.
E. Common: Common fill material shall consist of on- or off site excavated granular soils essentially
cleaned of organic and deleterious material and of such size and gradation (six inches or less) that the
specified compaction can be readily attained. The moisture content of common fill material should
be within a range of one percent above to two percent below optimum moisture content. Note: it is
the contractor's responsibility to review existing conditions and soil types prior to bidding to
determine the suitability of existing soils for common fill. Common fill shall conform to WSDOT
Section 9-03.14(3).
2.2 GRAVEL BACKFILL DRAINS'
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A. Gravel backfill for drains shall be in accordance with WSDOT Section 9-03.12(4) and City of
Bremerton requirements.
2.3 GRA VEL BACKFILL FOR PIPE BEDDING
A. Pipe bedding for sanitary sewer and storm drainage pipe shall be per WSDOT Section 9-03.12(3)
and extend from a minimum depth of four inches below the invert of the pipe to a minimum of the
pipe's springline. Springline is defined as halfway up the pipe diameter.
B. Pipe bedding for water pipe shall be in accordance with WSDOT Section'9-03.12(3) and City of
Bremerton requirements.
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2.4 TRENCH BACKFILL
B.
C.
2.5
A.
2.6
A.
2.7
A.
A. Under building, structures and vehicular areas: Trench backfill shall be imported gravel material in
accordance with WSDOT Section 9-03.19.
In landscape and walkway areas: Trench backfill shall be common fill.
As indicated in plans: Controlled Density Fill (CDF) shall be per WSDOT Section 2-09.3(I)E.
GRAVEL BACKFILL FOR WALLS
Gravel backfill for walls and precast utility structures shall be per WSDOT Section 9-03.12(2).
GEOTEXTILE FABRIC
Geotextile fabric for foundation drain and rockery shall be Mirafi 140N or approved equivalent.
TRACER TAPE
Utility pipe tracer tape shall be detectable below ground surface, color coded, with utility name
printed on tape. Conductive warning tape required over water service pipe. Tape shall be
manufacturer's standard permanent, bright-colored, continuous printed plastic tape, aluminum
backed, intended for direct-burial service. Tape shall be not less than six inches wide by four mils
thick.
B. Tape Schedule:
Piping
Domestic Water
Sewer
Storm
Color
Blue
Green
Green
Wording
Caution Domestic Water
Caution Sanitary Sewer
Caution Storm Sewer
PART 3 - EXECUTION
3.1 PERMITS
A. All required permits and inspections are to be obtained by the Contractor. Any and all fees or costs
for other permits and inspections are to be paid by the Contractor.
3.2 TEMPORARY EROSION AND SILTATION CONTROL
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A. All work shall conform to the contract documents and applicable permits.
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3.3 PROTECTION OF EXISTING FACILITIES
A. Utilities:
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1. The Contractor shall protect from damage private and public utilities in accordance with
WSDOT Section 1-07.17. Contractor shall, before excavation begins, call the Utilities
Underground Location Center (1-800-424-5555). Contractor shall pay all costs associated
with location of existing utilities.
2. The Contractor shall, at his/her own expense, make excavations and borings ahead of the
work, as necessary, to determine the exact location of utilities and underground structures.
3. It is understood that there will be interfering utilities, service laterals and other underground
pipes, drains, or structures encountered that are not shown or areas shown incorrectly on the
plans or have not been previously discovered in the field. Contractor agrees this is a normal
and usual occurrence in the construction of underground improvements. Furthermore,
Contractor understands and agrees that work in some cases must be done in close proximity to
said utilities and underground pipes, drains, and structures not shown or shown incorrectly on
the plans which may require a change in operations and may cause sloughing of the trench,
additional pedestrian and traffic control, additional pavement and backfill costs and time. The
Contractor agrees that these occurrences are usual and ordinary, and are reflected in the bid
and plan of operation.
4. Contractor agrees to provide for these conflicts and interferences and agrees to provide for a
reasonable amOlmt of time for design changes and/or utility relocations due to said
interferences.
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B. Pavement:
1. The Contractor shall protect from damage all pavements or paved areas, including curbs,
intended to remain. Contractor shall be responsible for replacement if damage occurs to
pavement or curbs to remain.
2. Access Streets and Roadways: Provide wheel-cleaning stations to clean wheels and
undercarriage of trucks before leaving site, as necessary to prevent dirt from being carried
onto public streets. If streets are fouled, they must be cleaned immediately in conformance
with City of Bremerton, Department of Ecology, and all governing requirements and
regulations.
3. Repair and/or replacement of damaged facilities will be accomplished at the Contractor's
expense.
4. Dust Control: Contractor shall sprinkle water as necessary to control dust during dry weather
conditions. Do not use water to extent causing flooding, contaminated runoff, or icing.
3.4 SITE GRADING
A. General: Required contours and elevations are indicated and noted on Drawings. Should indicated
figures conflict with actual conditions, notifY Owner's Representative and await direction before
proceeding.
B. Grading:
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2.
To the extent applicable, shape surface of site to grades and contours as noted.
Remove debris, rocks over six-inch in size, vegetation, and other organic matter from material
to be reused.
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3. At paving and other site improvements, shape subgrades to lines, grades, and cross sections
indicated. After design grade is reached, exposed soils should be scarified to a depth of at
least 12 inches, moisture conditioned if necessary, and then compacted to at least 95-percent
compaction. Soils should be proof rolled with a heavy rubber tired vehicle, such as a loaded
dump truck or a steel drum vibratory roller. Any soft soils encountered should be moisture
conditioned and recompacted or excavated to a depth of two to three feet and replaced with
select fill compacted to 95-percent, whichever is necessary to reach the required compaction.
Excavate rock encountered to a depth of six inches below finish subgrade elevations. Bring
low areas up to required elevations with satisfactory materials. Where indicated, remove
existing curb and asphalt and concrete pavement.
4. Seal prepared surfaces to have positive drainage and direct flows to TESC facilities.
5. Refer to Section 02200 for grading near trees to be protected.
6. Control grading around future building areas at all times to prevent flow of water into
excavated areas and ponding adjacent to foundations and buildings.
7. Subgrade elevations shall account for pavement, sidewalk, or landscape sections to meet finish
grade.
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C. Subgrade: Grading shall be in accordance with WSDOT Section 2-06 except the Contractor shall
perform all staking.
3.5
EXCA VA TION AND BACKFILLING
A.
General:
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1. Common Excavation (includes naturally occurring sand, gravel, clays, or mixtures of the
above, required to be moved for the construction of pavements and for the establishment of
proposed site grades): Common excavation material shall be moved with the use of
mechanical equipment, such as shovels, loaders, bulldozers, graders, rippers, etc., but shall not
require drilling and blasting or drilling and line breaking. Excavation by sluicing method will
not be permitted unless specifically approved by the Owner's Representative. In general,
common excavation shall be removed in horizontal layers in such a way that the resulting
material will be a reasonable blend of the naturally occurring materials.
2. Unsuitable Excavation: Shall consist of unstable materials, such as peat, muck, water-
impregnated clays, swampy or other undesirable materials, including buried logs, stur;::ps,
abandoned utility and product delivery lines, or trash. Excavated material shall be replaced
with approved fill materials.
a. Unsuitable materials beneath structures, pavements, or embankments shall be removed
to the depth designated by the Owner's Representative. Prior to backfilling with
approved fill materials, geotextile fabric shall be installed as recommended by the
Geotechnical Engineer and the fabric's manufacturer over the exposed excavated area.
b. Unsuitable materials, with the 'exception of materials containing substances classified as
dangerous, hazardous, or potentially hazardous by controlling local, State and Federal
Regulatory agencies, shall become the property of the Contractor. The C~ntractor shall
make his own arrangements, at his own expense, for the disposal of all these materials,
including hazardous materials, away from The City of Bremerton-owned property and
shall protect the Owner from any and all damages that may arise therefrom.
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3. Slope and/or shore the sides of excavations and trenches to comply with WAC 296-155 and
local codes and ordinances having jurisdiction. Maintain sides and slopes of excavations in a
safe manner until backfilling is complete.
B. Catch basins, manholes, precast utility and similar structures (as indicated): Excavate to furnish a
minimum of 12 inches between sides of excavation and outer surfaces of structure. Take care to
excavate to exact depths required to fill with a minimum of two feet of compacted gravel for trench
backfill.
C. Trench Excavation for Water Lines:
1. Trenching shall include all excavation of every description and of whatever materials
encountered to the depth indicated on the Drawings or in the Project Manual and shall be in
accordance with the following Sections of WSDOT: 7-10.3(7), 7-10.3(5), 7-10.3(6), 7-
J0.3(7)A, 7-08.3(1)B and 7-10.3(8).
2. Locate existing utilities ahead of the pipe laying operation to allow the required clearances to
be achieved by deflecting the, water line at the joints.
D. Trench Excavation for Precast Concrete Utility Structures, Storm Drains and Sanitary Sewers:
1. Trenching shall include all excavation of every description and of whatever materials
encountered to the depth indicated on the Drawings or in the Project Manual and shall be in
accordance with WSDOT Section 7-08.
E. Bedding and Backfill for Water Lines:
1. Bedding for water lines and hydrant laterals shall be in accordance with WSDOT Section 7-
09.3(9).
2. Backfilling of trenches for water lines shall be in accordance with WSDOT Section 7-
09.3(10).
3. Backfilling of trenches in the vicinity of thrust blocking shall not take place until the concrete
in the thrust block has bec0me thoroughly hardened. Walking on the pipe shall not be allowed
until at least one foot of earth has been placed upon it.
4. Compaction of backfill shall be in accordance with WSDOT Section 7-09.3(11), with the
following exceptions:
a. In-place density will be determined by ASTM D2922-91 - Test for Density of Soil In-
place by the nuclear method.
F. Bedding and Backfill for Storm Drains and Sanitary Sewers:
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1. Bedding of storm drains and sanitary sewers shall be in accordance with WSDOT Section 7-
08.3(1)C.
2. Backfilling of all storm drains and sanitary sewers shall be per WSDOT Section 7-08.3(3).
3. Backfilling of trenches in the vicinity of structures shall not take place until the cement in the
masonry has become thoroughly hardened. Walking on the pipe shall not be allowed until at
least one foot of earth has been placed upon it. .
4. Compaction of backfill shall be in accordance with the plans and WSDOT Section 7-08.3(3)
with the following exception:
a. In-place density will be determined by ASTM D2922-91 - Test for Density of Soil in-
place 'by the nuclear method.
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G. Controlled Density Fill (CDF):
1. All utilities and precast utility structures with one-foot of cover or less shall be backfilled with
CDF.
2. Backfill utility trenches with CDF where conventional methods cannot attain the required
level of compaction.
3. Backfill with CDF where indicated on plans.
H.
Embankment Construction:
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1. Embankments shall be constructed in accordance with WSDOT Section 2-03.
2. Embankment below future building pad location shall be made with Structural Fill, meeting
the compaction requirements of Paragraph 3.8.Bo4 of this section.
3. Embankment below other improvements shall be common fill or gravel borrow, meeting the
compaction requirements of Paragraph 3.8.Bo4 of this section.
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Moisture Conditioning and Temporary Stockpiling:
1.
Where the Contractor excavates material which is over the allowable range of moisture
content for placement as fill, the Contractor shall condition the material to allow placement as
fill.
The Contractor shall stockpile excavated materials when no fill material is required at the time
of its excavation. The Contractor shall be responsible for-preventing the stockpiled material
from becoming saturated beyond the critical moisture limits for placement as fill.
Stockpiled, selected material that becomes saturated beyond allowable limits for placement as
fill shall be removed and disposed of and replaced with Gravel Borrow at the expense of the
Contractor.
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2.
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1.
Dewater as necessary to keep excavations and construction areas in a dry and stable condition.
Promptly remove water to prevent softening or disturbance of subgrade surfaces.
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1. Install. dewatering control measures as necessary and'in accordance with the Qewatering Plan
as described in Paragraph 104 of this section and prevent adverse impacts to final subgrades.
2. If dewatering activities impact downstream systems, cease dewatering and protect work in
progress and plan new protection measures before resuming work in the affected area. NotifY
Owner's Representative of the need for new measures and propose measures prior to installing
new measures.
3. Do not allow excess hydrostatic pressure to develop beneath excavations that could potentially
disturb prepared subgrades.
4. Install new measures at no additional cost to the Owner.
S. Remove areas disturbed by inadequate dewatering and as directed by the Geotechnical
Engineer and replace with compacted structural fill.
6. Construction dewatering and mitigation measures implemented to correct work damaged by
inadequate dewaterj.ng are_ incidental to the project.
K.
Where final excavation grades are disturbed by construction activities, faulty construction, or
carelessness, overexcavate disturbed material and backfill to grade using compacted structural fill at
no additional cost to the Owner.
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3.6 INSTALLATION OF TRACER TAPE
A. Install tracer tape per manufacturer's recommendations 6 inches above the crowns of utility lines.
3.7 DISPOSAL OF EARTH MATERIALS
A. Remove all excavated material that is not acceptable for use as fill onsite. Legally dispose of excess
material offsite, at Contractor's expense.
3.8 FIELD QUALITY CONTROL
A. Contractor shall perform his/her own testing per Paragraph 1.5 of this Section to verify conformance
with Specifications and Drawings.
B. Compaction:
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1. Compact all fill and backfill to prevent subsequent settlement.
2. Water settling or jetting will not be permitted as a means of compaction.
3. Furnish heavy rollers or compactors except as follows:
a. Use pneumatic hand tampers for trenches and areas not accessible to heavy equipment.
b. Compact areas within five feet of footings, foundations and walls with hand vibrators.
4. Required compaction: Compact fills and backfills to the following minimum relative
compaction (percentage of maximum dry density determined in accordance with ASTM
DI557):
Required Minimum
Locations Relative Compaction
Utility Trenches in landscaped areas 90% minimum (or same as adjacent
locations)
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Under paving and sidewalks:
Upper two feet 95%
Greater than two-foot depth 90%
Bedding for Precast Concrete Utility 95%
Structures
Bedding for Utility Lines 95%
Planting and Landscape areas 90%
Beneath Footings or Slab-on-Grade 95%
C. Refer to Geotechnical Report: "Geotechnical Engineering Design Study" dated November 15,2004
by Hart Crowser. .
D. For densification efforts recommended throughout the site and below building footings
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3.9 FINISH GRADING
A. Finish grade of paved areas and walkways to within 1/10-foot of specified elevations, except ADA
accessible areas for which slopes shall not exceed 1:12 along ramps and two-percent in plaza areas.
Finish grade of other areas to within 2/1 O-foot of specified elevations.
B. Remove all concrete, rocks, rubble and debris larger than two-inch on a side from surface.
C. Execute any fine grading as may be necessary or incidental to all future operations.
1. Allow no heavy objects to be moved over finish grades surfaces. At no cost to Owner, repair
any ruts or holes in finished surfaces, and any obstructions to positive drainage. Repair areas
showing settlement.
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D.
Finish grades flush with adjacent surfaces unless indicated otherwise.
E.
Finish grades will be inspected and approved by Owner's Representative.
F.
Protect and maintain finished surfaces.
3.10
QUALITY ASSURANCE
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1. Finish grades shall match elevations shown within O.I-foot.
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A.
Testing:
1. The Contractor's Testing Agency will take samples and perform moisture content, gradation,
compaction, and density tests during placement of backfill materials to check compliance with
these specifications.
2. The Owner's Representative may identify additional testing locations and direct the
Contractor to construct inspection trenches in compacted or consolidated backfill to determine
that the Contractor has complied with these specifications. Provide a minimum of five
successful compaction test results per site (distributed throughout site at 10 feet minimum
spacing).
3. Test will be made by the Contractor's Testing Agency for the following items:
a. Moisture content
b. Density in-place: ASTM D2922 and D30 17 or equivalent.
c. Moisture-density relationships: ASTM D1557
B.
Grading Tolerance
3.11
PREPARATION FOR SURFACING:
A.
Subgrade preparation and protection shall be per WSDOT Section 2-06, except Contractor shall
perform all staking.
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PART 1 - GENERAL
1.1 WORK INCLUDED
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1.2
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1.3
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A.
Provide all items, articles, materials, equipment, operations and/or methods listed, mentioned, shown
and/or scheduled on the drawings and/or in these specifications, including all labor, services,
permits, fees, utility charges, and incidentals necessary and required to perform and complete the
electrical work described in this Division. Apply for all permits early in the project to avoid
problems due to code revisions. .
B.
See the contract conditions (general and supplementary) and Division I for requirements concerning
this Division including, but not limited to, submittals, shop drawings, substitution requests, change
orders, maintenance manuals, record drawings, coordination, permits, record documents and
guarantees.
QUALITY ASSURANCE
A.
Do all work in accordance with regulations of serving electric utility, telephone utilitY, cable TV
utility, National Electrical Code, state and local codes and amendments, National Fire Codes, and all
other applicable codes.
B.
All equipment shall be UL listed.
C.
International Building Code - 2003 edition.
D.
International Fire Code - 2003 edition.
E.
National Fire Protection Association (NFPA) - USA.
I. NFP A 70 National Electrical Code - 2005 edition.
2. NFPA 72 National Fire Alarm Code - 2002 edition.
3. NFP A 101 Life Safety Code - 2002 edition.
PROJECT CONDITIONS
A.
The Contractor shall inspect the job site prior to bidding and familiarize himself with existing.
conditions which will affect the work. Prior to start of work, obtain "As built", "Record", or other
Drawings showing existing underground utilities.
B.
Electrical drawings are diagrammatic indicating approximate location of outlets, lighting fixtures,
electrical equipment, etc. Consult the Architectural, Structural, and Mechanical Drawings to avoid
conflicts with. equipment, structural members, etc. When required make all deviations. from
Drawings to make the work conform to the building as constructed, and to related work of others.
Minor relocations ordered prior to installation may be made without added cost to Owner.
C.
Call to the attention of the Architect any error, omission, conflict or discrepancy in Drawings and/or
Specifications. Do not proceed with any questionable items of work until clarification of same has
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been made.
D. Under no conditions are beams, girders, footings or columns to be cut for electrical items unless so
shown on Drawings or written approval obtained from the Architect.
1.4 DELIVERY, STORAGE, AND HANDLING
A.
Delivery: Deliver materials to site in manufacturer's original, unopened, protective containers and
packaging, with labels clearly identifYing product name and manufacturer.
B.
Storage: Store materials in secure, clean, dry area indoors in accordance with manufacturer's
instructions.
c.
Handling: Protect materials and finish from damage and moisture during handling and installation.
PART 2 - PRODUCTS
2.1
2.2
Permit Set
MA TERlALS
A.
All materials shall be new and bear manufacturer's name, model humber, electrical characteristics
and other identification. All equipment to be U.L. approved if applicable.
B.
Material and equipme~t shall be standard product of manufacturer regularly engaged in production
of similar material for at least five years (unless specifically exempted) and shall be manufacturer's
latest design.
C.
If the description of a product is in conflict with the product as specified in the catalog number, the
description shall generally take precedence. Contact the Architect for clarification if this occurs.
D.
All equipment for essential or life safety systems must be rated and certified for the appropriate
seismic zone.
DISCONNECTS
A.
Safety and disconnect switches to be General duty Fusible switches shall be of the positive, quick-
make, quick-break type with an external operating handle suitable for padlocking in the "OFF"
position.
B.
Fuse clips shall accept Class R or Class L fuses if required. Motor rated toggle switches equal to
Square D Class 2510, type F with thermal overloads may be used as motor disconnects in dry
locations.
C.
Disconnect switches required by code shall be installed whether or not specifically shown on the
Drawings. Disconnect switches for refrigeration equipment and multiple motor HV AC equipment
shall be fusible type.
D.
Operating handles shall be mounted on the unit doors and interlocked with the overcurrent device to
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prevent opening of the door when the switch is "ON". A concealed "defeater" shall be provided so
that authorized personnel may open door without interrupting power.
E. Safety and disconnect switches (fuse, non-fuse or circuit-breaker type) to be of saine manufacturer
as switchgear and panelboards.
2.3 FUSES
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2.4
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A.
Provide fuses as indicated on the drawings, sized per NEC, or as required by the equipment
manufacturer, whichever provides maximum protection, for a fully operational system.
B.
All fuses shall be furnished of the same manufacturer.
C.
All fuses shall be installed by the electrical Contractor at job-site and only wl1en equipment is to be
energized. Fuses shall not be installed during shipment.
D.
All fuses to be 200,000 AIC, Current-limiting, u.L., Time Delay, Dual-element Type as follows:
1. For feeders 601 Amps to 6000 Amps:
Class L, KRP-C, KLPC, & A4BQ
2. For feeders 600 Amps and less:
Class RKk-l for 600 volt; LPS-RK, LLS-RK, & A6D-R
Class RK-l for 250 volt; LPN-RK, LLN-RK, & A2D-R
Class J; JHC, JTD, & AJT
3. For motor circuits beyond the main and subdistribution boards, 600 volt and below:
Class RK-5 for 600 volt; FRS-R, FLS-R, & TRS-R
Class RK-5 for 250 volt; FRN-R, FLN-R, & TR-R
E.
Provide 10% spare fuses, but not less than 3 of anyone size and type.
F.
Provide Spare Fuse Cabinet as required. Install cabinet(s) in Main Electrical Room.
G.
Approved Manufacturers, with catalogue numbers listed in order: Bussman, Littelfuse, Ferraz
Shawmut.
H.
If the electrical Contractor wishes to furnish materials other than those specified, a written request,
along with a complete short circuit and selective coordination study, shall be submitted to the
engineer for evaluation at least 14 days prior to the bid date. If the engineers evaluation indicates
acceptance, a written addendum will be issued listing the other acceptable manufacturer.
BOXES
A.
Outlet and junction boxes shall be sized in accordance with code requirements or as noted on the
drawings.
B.
Provide junction boxes or pull boxes where required within the demolition boundary to maintain any
existing site electricalltelecom equipment that is to remain.
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2.5 MARKER TAPE:
A. Detectable 6 inch wide red vinyl tape with letters "Caution: Buried Electrical Line Below". Replace
as required.
PART 3 - EXECUTION
3.1
SAFETY
A.
The Engineer has not been retained or compensated to provide design and construction review
services relating to the Contractor's safety precautions or to means, methods, techniques, sequences
or procedures required for the Contractor to perform the work.
3.2
DEMOLITION
A. It is the intent of these specifications to require the Contractor to make all necessary adjustments to
the electrical system, required to meet code, and accommodate installation of the new and
remodeled work.
B. Remove all existing fixtures, clocks, switches, receptacles, raceways, and other electrical equipment
and devices and associated wiring from walls, ceilings~ floors, and other surfaces scheduled for
remodeling, relocation, or demolition unless specifically shown as retained or relocated on the
drawings. If existing walls, ceiling, floors, etc. are moved, extend existing devices, fixtures, and
circuiting to the new location.
C. Disconnect all existing mechanical equipment scheduled for removal or relocation. See mechanical
drawings for scope of work. Remove abandoned raceways and cables. Relabel panels and motor
control centers to reflect changes.
D. If existing junction boxes will be made inaccessible, or if abandoned outlets serve as feed through
boxes for other existing electrical equipment which is being retained, new conduit and wire shall be
provided to bypass the abandoned outlets. If existing conduits pass through or are mounted on
- partitions or ceilings which are being removed or remodeled, new conduit and wire shall be
provided to route around the ceiling or wall and maintain service to the existing load.
E. Extend circuiting and devices shown as remaining.
F. Locations of items shown on the drawings as existing are partially based on as-built and other
drawings which may contain errors. The Contractor shall verify the correctness of the information
shown prior to bidding and provide such labor and material as is necessary to accomplish the intent
of the contract documents. The plans may show some demolition conditions, but are not intended to
show all of them.
G. All materials accumulated during the demolition process are the Owners property and shall be
removed from the job site as directed by the Owner.
. H. Where changes are made in existing panels, distribution boards, etc., provide new labeling and
schedules to accurately reflect the changes.
Permit Set
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3.3 SYSTEM INTERRUPTIONS
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A.
B.
C.
3.5
A.
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A. Keep outages to occupied areas to a minimum and prearrange all outages with the Owner's
representative and utilities involved.
B. Requests for outages shall be made in writing, and state the following minimum information:
1. Specific dates.
2. Specific time.
3. Maximum duration.
C. When interruption of a system will last longer than 5 minutes and cover more than 10% of the
campus, or affect public areas, they shall be performed during unoccupied hours or at a time agreed
upon by the owner.
D. Contractor shall coordinate with the Owner so that work can be scheduled not to interrupt
operations, normal activities, building access, etc. Coordinate work with other crafts for proper
scheduling.
E. No cirCUIts shall be turned off without prior approval from owner. Coordinate with the Owner any
interruptions which affect the operation of the remaining portions of the facility.
F. This Contractor will be liable for any damages resulting from unscheduled outages or for those not
confined to the preapproved times. Include all costs for overtime labor as necessary to maintain
electrical services in the initial bid proposal. Temporary wiring and facilities, if used, shall be
removed and the site left clean before final acceptance. Requests for outages must be submitted at
least (5) days prior to intended shutdown time.
G. Include in bid cost of minimum temporary power for Fire Alarm System, Security, Telephone/Data
equipment and any other equipment designated by Owner, during time when primary building
power has been interrupted.
PAINTING
All electrical equipment and conduit exposed in finished areas and on exterior walls are to be
painted to match surrounding surfaces.
Contractor shall coordinate the timing of painting requirements.
Refer to Architectural specifications for methods and materials.
PROJECT RECORD DOCUMENTS
Maintenance of Documents:
1. Maintain at Jobsite, One Record Copy of: Contract Drawings, Specifications, Addenda,
Reviewed Shop Drawings, Change Orders, Other Modifications to Contract and Field Test
Records.
2. Keep apart from documents used for construction.
3. Keep documents available at all times for inspection by Architect.
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16050 -BASIC ELECTRICAL MATERIALS AND
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B. Recording:
1. Label each document "PROJECT RECORD."
2. Keep record documents current. Do not permanently conceal any work until required
information has been recorded.
3. Contract Drawings, legibly mark to record actual construction; including but not limited to the
following:
Depths of various elements; locations of underground items, with dimensions to
building walls and comers; changes of dimensions and details; changes made by
Addendum, Field Orders or Change Order. .
Specifications and Addenda; Legibly mark each Section to record changes made by
Addendum, Field Order or Change Order.
C. Submittals:
1. On completion of work, request from the Architect a set of CAD disks of Electrical Drawings.
Revise these disks to show all changes and variations from design drawings and exact routes
of all feeders, service conduits, and location of all conduits stubbed-out for future continuation
with definite dimensions.
2. Deliver these revised disks, together with 1 set of reproducible prints, to Architect as "As-
reported Record" drawings.
3.6 . COMPLETION
A. Complete each system as shown or specified herein and place in operation except where only
roughing-in or partial systems are called for. Each system shall be tested and left in proper
operation free of faults, shorts or unintentional grounds. Demonstrate system in the presence of the
Architect, the Owner or their representative when requested.
3.7 FINAL OBSERVATION
A. Contractor shall submit written certification that:
1. Contract Documents have been reviewed.
2. Contractor has inspected Project for compliance with Contract Documents.
3. Work has been completed in accordance with Contract Documents.
4. Equipment and Systems have been tested and are operational.
5. Project is completed and ready for final inspection.
B. Architect will make final inspection as soon as possible after receipt of Certification.
C. Should Architect consider that work is finally complete in accordance with Contract Document
requirements, Contractor shall make Contract Closeout submittals.
D. Should Architect consider that work is not finally complete:
1. He will so notify Contractor, stating reasons.
2. Contractor shall take immediate steps to remedy deficiencies, anq send second written notice
to Architect certifying that work is complete.
3. Architect will reinspect work.
E.
The Architect will make two final inspections. The :first will determine deficiencies and errors in the
work and the second will determine whether or not the noted deficiencies and errors have been
Permit Set
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satisfactorily corrected.
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F. If additional inspections are required because of the Contractor's failure to complete the deficiencies
and errors prior to the second inspection, costs for the successive inspections will be back-charged to
the Contractor by the Owner, who, in turn, will reimburse the Architect. Charges will be based as
follows:
1. Architect time at current billing rates.
2. Travel time, and all other expenses incurred in making inspections.
G. Contractor to provide one (1) journeyman, tools, meters, instruments and other test equipment
required by Architect. Contractor to remove and replace trims, covers, fixtures, etc., for Architect to
review and test materials, systems, methods and workmanship. (Example: Removing switchboard
and panel covers to take voltage/amp readings, review connections and wire size, etc.)
END OF SECTION 16050
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Permit Set
16050 - 7
05/18/07
W A E&AS Project No. 2003-143
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