HomeMy WebLinkAboutAlpha Mechanical Heating & Air Conditioning Inc; 2005-11-02; Part 1 of 2RECORDED REQUESTED BY
CITY OF CARLSBAD
AND WHEN RECORDED PLEASE
MAIL TO:
City Clerk
City of Carlsbad
1200 Carlsbad Village Drive
Carlsbad, California 92008 (f
22188
DGC# 2006-0306021
MAY 01, 2006 4:59 PM
OFFICIAL RECORDS
SAN DIEGO COUNTY RECORDER'S OFFICE
GREGORY J. SMITH, COUNTY RECORDER
FEES: 0.00
PAGES: 1
I Mill Mill ••HI Hill Mill Hill Ml
J006-0306021
Space above this line for Recorder's use.
PARCEL NO: 1561903800
NOTICE OF COMPLETION
Notice is hereby given that:
1. The undersigned is owner of the interest or estate stated below in the property hereinafter described.
2. The full name of the undersigned is City of Carlsbad, a municipal corporation.
3. The full address of the undersigned is 1200 Carlsbad Village Drive, Carlsbad, California 92008.
4. The nature of the title of the undersigned is: In fee.
5. A work or improvement on the property hereinafter described was completed on November 14, 2005.
6. The name of the contractor for such work or improvement is Alpha Mechanical, Heating and Air
Conditioning, Inc.
7. The property on which said work or improvement was completed is in the City of Carlsbad, County of
San Diego, State of California, and is described as follows: Georgina Cole Library HVAC
Replacement. Contract No. FAC 05-01, Project No. 39421.
8. The street address of said property is 1250 Carlsbad Village Drive, Carlsbad, CA 92008.
CITY OFG^RLSBAD;
Greg Clavier
Public Works Manager
VERIFICATION OF CITY CLERK
I, the undersigned, say:
I am the City Clerk of the City of Carlsbad, 1200 Carlsbad Village Drive, Carlsbad, California,
92008; the City Council of said City on llth April f 20 06 . accepted the above
described work as completed and ordered that a Notice of Completion be filed.
I declare under penalty of perjury that the foregoing is true and correct.
Executed on 12th April . 2006 . at Carlsbad, California.
OF CARLSBAD
l^^^-if>iy^|§p;Df LORRAiNEM.'WOOD
"""' "" * •>?* .T"
^
City Clerk
AB#18,514 4/11/06
If'
CITY OF CARLSBAD
San Diego County
California
CQNTRACT DOCUMENTS AND
SUPPLEMENTAL PROVISIONS
FOR
GEORGINA COLE LIBRARY
HVAC REPLACEMENT
CONTRACT NO. FAC 05-01
BID NO. PWS06-07FAC
4-FV
e %# Revised 10/08/03 Contract No. FAC 05-01 Page 1 of 70 Pages
TABLE OF CONTENTS
Item F- . Paqe
Notice Inviting Bids ........................................................................................................................ 5
Contractor's Proposal .................................................................................................................... 10
Bid Security Form .......................................................................................................................... 14
Bidder's Bond To Accompany Proposal ....................................................................................... 15
Guide For Completing The "Designation Of Subcontractors" Form ............................................. 17
Designation Of Subcontractor and Amount Of Subcontractor's Bid Items ................................. 19
Bidder's Statement Of Financial Responsibility ............................................................................ 20
Bidder's Statement Of Technical Ability And Experience ............................................................. 21
Bidder's Certificate Of Insurance For General Liability. Employers' Liability. Automotive Liability And Workers' Compensation ........................................................................................... 22
Bidder's Statement Of Re Debarment .......................................................................................... 23
Bidder's Disclosure Of Discipline Record ......................................................................... 24
26
. fc
Non-Collusion Affidavit To Be Executed By Bidder And Submitted With Bid ..............................
Contract Public Works .................................................................................................................. 27
Labor And Materials Bond ............................................................................................................ 33
Faithful PerformanceNVarranty Bond ........................................................................................... 35
Optional Escrow Agreement For Surety Deposits In Lieu Of Retention ...................................... 37
/---
e Revised 10/08/03 Contract No . FAC 05-01 Page 2 of 70 Pages
SUPPLEMENTAL PROVISIONS
.r- .
Part 1
Section 1
1-1 1-2 1-3
Section 2 2-3 2 -4 2-5 2-1 0
Section 3 3-2
3-3 3-4 3-5
Section 4 4- 1
4-2
Section 5
5- 1 5-4
Section 6
. F
6- 1 6-2 6-6 6-7 6-8 6-9
Section 7 7-3 7-4 7-5 7-7 7-8 7-1 0
7-1 3
Section 8 8-2
Section 9 9-1 9-3
General Provisions
Terms. Definitions Abbreviations And Symbols Terms .................................................................................................................... Definitions ............................................................................................................. Abbreviations ........................................................................................................
Scope And Control Of The Work Subcontracts ......................................................................................................... Contract Bonds .....................................................................................................
Plans And Specifications ......................................................................................
Authority Of Board And Engineer .........................................................................
Changes In Work Changes Initiated by the Agency .......................................................................... Extra Work ............................................................................................................
Changed Conditions ............................................................................................. Disputed Work ......................................................................................................
Control Of Materials Materials And Workmanship ................................................................................. Materials Transportation. Handling and Storage ..................................................
Utilities Location ................................................................................................................. Relocation .............................................................................................................
Prosecution. Progress And Acceptance Of The Work Construction Schedule And Commencement Of Work ........................................ Prosecution Of Work ............................................................................................. Delays And Extensions Of Time ........................................................................... Time of Completion ............................................................................................... Completion And Acceptance ................................................................................ Liquidated Damages .............................................................................................
Responsibilities Of The Contractor Liability Insurance ................................................................................................. Workers' Compensation Insurance ...................................................................... Permits .................................................................................................................. Cooperation and Collateral Work ......................................................................... Project Site Maintenance ...................................................................................... Public Convenience And Safety ........................................................................... Laws To Be Observed ..........................................................................................
Facilities For Agency Personnel Field Office Facilities .............................................................................................
Measurement and Payment Measurement Of Quantities For Unit Price Work .................................................
40 41
42
42 42
43 45
45 45 45 47
49 50
51 51
51
52 53
53 53 54
54 54 55 55 55 56 59
59
59 Payment ................................................................................................................ 59
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e
Revised 10/08/03 Contract No . FAC 05-01 Page 3 of 70 Pages
Part 2
Section 206 r'
206-7
206-8
Section 21 3
21 3-3
PART 3
Section 300
300-3
300-4
300-9
300-1 3
Section 304
304-3
Section 306
306-5
Section 313
31 3-2
Construction Materials
Miscellaneous Metal Items Traffic Signs ..........................................................................................................
Light Gage Steel Tubing And Connectors ............................................................
Engineering Fabrics
Construction Methods
Earthwork
Structure Excavation And Backfill .........................................................................
Unclassified Fill .....................................................................................................
Geotextiles For Erosion Control And Water Pollution Control. ............................
Storm Water Pollution Prevention Plan. ...............................................................
Metal Fabrication And Construction
Chain Link Fence ..................................................................................................
Underground Conduit Construction
Abandonment Of Conduits And Structures ..........................................................
Temporary Traffic Control Devices
Temporary Traffic Signing ...................................................................................
Erosion Control Specialties ...................................................................................
APPENDIX A
APPENDIX B
APPENDIX C HAZARDOUS MATERIALS SURVEY
SPECIAL CONSTRUCTION PROVlS IONS
TECH N I C A L S P E C I F I CAT I 0 N S
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e k? Revised 10/08/03 Contract No. FAC 05-01
61
63
65
66
66
66
67
69
69
70
Page 4 of 70 Pages
CITY OF CARLSBAD, CALIFORNIA
NOTICE INVITING BIDS
Until 4:OO p.m. on September 27, 2005, the City shall accept sealed bids, clearly marked as such, at
the Faraday Center, 1635 Faraday Avenue, Carlsbad, CA 92008-7314, Attn: Purchasing Officer, by
mail, delivery service or by deposit in the Bid Box located in the first floor lobby, at which time they
will be opened and read, for performing the work as follows: Replacement of the HVAC system at the
Georgina Cole Library
GEORGINA COLE LIBRARY
HVAC REPLACEMENT
CONTRACT NO. FAC 05-01
BID NO. PWSOG-07FAC
This bid and the terms of the Contract Documents and Supplemental Provisions constitute an
irrevocable offer that shall remain valid and in full force for a period of 90 days and such additional
time as may be mutually agreed upon by the City of Carlsbad and the Bidder.
The work shall be performed in strict conformity with the plans and specifications as approved by the
City Council of the City of Carlsbad on file with the General Services Department. The specifications
for the work include the Standard Specifications for Public Works Construction, 2003 Edition, and the
2004 and 2005 supDlements thereto, all hereinafter designated “SSPWC” as issued by the Southern
California Chapter of the American Public Works Association and as amended by the supplemental
provisions sections of this contract. Reference is hereby made to the plans and specifications for full
particulars and description of the work. /c
The City of Carlsbad encourages the participation of minority and women-owned businesses.
The City of Carlsbad encourages all bidders, suppliers, manufacturers, fabricators and contractors to
utilize recycled and recyclable materials when available, appropriate and approved by the Engineer.
The City of Carlsbad may disqualify a contractor or subcontractor from participating in bidding when
a contractor or subcontractor has been debarred by the City of Carlsbad or another jurisdiction in the
State of California as an irresponsible bidder.
No bid will be received unless it is made on a proposal form furnished by the Purchasing
Department. Each bid must be accompanied by security in a form and amount required by law.
The bidder’s security of the second and third next lowest responsive bidders may be withheld until
the Contract has been fully executed. The security submitted by all other unsuccessful bidders shall
be returned to them, or deemed void, within ten (IO) days after the Contract is awarded. Pursuant to
the provisions of law (Public Contract Code section 10263), appropriate securities may be
substituted for any obligation required by this notice or for any monies withheld by the City to ensure
performance under this Contract. section 10263 of the Public Contract Code requires monies or securities to be deposited with the City or a state or federally chartered bank in California as the
escrow agent. The escrow agent shall maintain insurance to cover negligent acts and omissions of
the agent in connection with the handling of retentions under this section in an amount not less than
$100,000 per contract.
e= t# Revised 10/08/03 Contract No. FAC 05-01 Page 5 of 70 Pages
The documents which comprise the Bidder's proposal and that must be completed and properly
executed including notarization where indicated are: /c
1. Contractor's Proposal
2. Bidder's Bond
3. Non-Collusion Affidavit
4. Designation of Subcontractors
5. Designation of Owner Operator/Lessors &
6. Bidder's Statement of Financial Responsibility
7. Bidder's Statement of Technical Ability and
and Amount of Subcontractor Bid
Amount of Owner Operator/Lessor Work
Experience
8. Acknowledgement of Addendum(a)
9. Certificate of Insurance. The riders covering the
City, its officials, employees and volunteers may
be omitted at the time of bid submittal but shall
be provided by the Bidder prior to award of this
con tract.
10. Bidder' s Statement Re Debarment
11 .Bidder's Disclosure Of Discipline Record
12.Escrow Agreement for Security Deposits -
(optional, must be completed if the Bidder
wishes to use the Escrow Agreement for
Security)
All bids will be compared on the basis of the Engineer's Estimate. The estimated quantities are
approximate and serve solely as a basis for the comparison of bids. The Engineer's Estimate is
$800,000.
Except as provided herein a bid submitted to the City by a Contractor who is not licensed as a
contractor pursuant to the Business and Professions Code shall be considered nonresponsive and
shall be rejected by the City. In all contracts where federal funds are involved, no bid submitted shall
be invalidated by the failure of the bidder to be licensed in accordance with California law. Where
federal funds are involved the contractor shall be properly licensed at the time the contract is
awarded. In all other cases the contractor shall state their license number, expiration date and
classification in the proposal, under penalty of perjury. This invitation to bid (does not) involve federal
funds. The following classifications are acceptable for this contract: C-20 Warm Air Heath%
Ventilation and Air Conditionina.
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If the Contractor intends to utilize the escrow agreement included in the contract documents in lieu of
the usual 10% retention from each payment, these documents must be completed and submitted
with the signed contract. The escrow agreement may not be substituted at a later date.
Sets of plans, supplemental provisions, and Contract documents may be obtained at the Cashier's
Counter of the Faraday Center located at 1635 Faraday Avenue, Carlsbad, California 92008-7314,
for a non-refundable fee of $40.00 per set. If plans and specifications are to be mailed, the cost for
postage should be added.
Any prospective bidder who is in doubt as to the intended meaning of any part of the drawings,
specifications or other contract documents, or finds discrepancies in or omissions from the drawings
and specifications may submit to the Engineer a written request for clarification or correction.
Any response will be made only by a written addendum duly issued by the Engineer a copy of which
will be mailed or delivered to each person receiving a set of the contract documents. No oral
response will be made to such inquiry. Prior to the award of the contract, no addition to,
modification of or interpretation of any provision in the contract documents will be given by
any agent, employee or contractor of the City of Carlsbad except as hereinbefore specified.
No bidder may rely on directions given by any agent, employee or contractor of the City of
Carlsbad except as hereinbefore specified.
The City of Carlsbad reserves the right to reject any or all bids and to waive any minor irregularity or
informality in such bids. ,p -
ts Revised 10/08/03 Contract No. FAC 05-01 Page 6 of 70 Pages
The general prevailing rate of wages for each craft or type of worker needed to execute the Contract
shall be those as determined by the Director of Industrial Relations pursuant to the sections 1770,
1773, and 1773.1 of the Labor Code. Pursuant to section 1773.2 of the Labor Code, a current copy
of applicable wage rates is on file in the Office of the City Engineer. The Contractor to whom the
Contract is awarded shall not pay less than the said specified prevailing rates of wages to all workers
employed by him or her in the execution of the Contract.
c
The Prime Contractor shall be responsible for insuring compliance with provisions of section 1777.5
of the Labor Code and section 4100 et seq. of the Public Contracts Code, "Subletting and
Subcontracting Fair Practices Act." The City Engineer is the City's "duly authorized officer" for the
purposes of section 4107 and 4107.5.
The provisions of Part 7, Chapter 1 , of the Labor Code commencing with section 1720 shall apply to
the Contract for work.
A pre-bid meeting and tour of the project site will be held at Georgina Cole Library, 1250 Carlsbad
Village Drive on Monday, September 12, 2005 at 11:OO a.m. This meeting is NOT mandatory,
however it will be the only time Contractors will be allowed to tour the interior mechanical rooms of
the facility. If a Contractor fails to attend this meeting, the Contractor agrees that he is bound by the
existing conditions and accepts all aspects of the work as performable.
All bids are to be computed on the basis of the given estimated quantities of work, as indicated in this
proposal, times the unit price as submitted by the bidder. In case of a discrepancy between words
and figures, the words shall prevail. In case of an error in the extension of a unit price, the corrected
extension shall be calculated and the bids will be computed as indicated above and compared on the
basis of the corrected totals.
All prices must be in ink or typewritten. Changes or corrections may be crossed out and typed or
written in with ink and must be initialed in ink by a person authorized to sign for the Contractor.
r
Bidders are advised to verify the issuance of all addenda and receipt thereof one day prior to
bidding. Submission of bids without acknowledgment of addenda may be cause of rejection of bid.
The Contractor shall provide bonds to secure faithful performance and warranty of the work in an
amount equal to one hundred percent (100%) of the Contract price on this project. The Contractor
shall provide bonds to secure payment of laborers and materials suppliers, in an amount equal to:
1) One hundred percent (100%) of the total amount payable by the terms of the contract when the total amount payable does not exceed five million dollars ($5,000,000).
2) Fifty percent (50%) of the total amount payable by the terms of the contract when the total amount payable is not less than five million dollars ($5,000,000) and does not exceed ten million
dollars ($1 0,000,000).
3) Twenty-five percent (25%) of the total amount payable by the terms of the contract if the contract exceeds ten million dollars ($1 0,000,000).
These bonds shall be kept in full force and effect during the course of this project, and shall extend in
full force and effect and be retained by the City until they are released as stated in the Supplemental
Provisions section of this contract. All bonds are to be placed with a surety insurance carrier admitted
and authorized to transact the business of insurance in California and whose assets exceed their
liabilities in an amount equal to or in excess of the amount of the bond. The bonds are to be accompanied by the following documents:
1) An original, or a certified copy, of the unrevoked appointment, power of attorney, by laws, or other instrument entitling or authorizing the person who executed the bond to do so.
2) A certified copy of the certificate of authority of the insurer issued by the insurance commissioner. IC-
e= \$ Revised 10/08/03 Contract No. FAC 05-01 Page 7 of 70 Pages
If the bid is accepted, the City may require copies of the insurer's most recent annual statement and
quarterly statement filed with the Department of Insurance pursuant to Article 10 (commencing with
section 900) of Chapter I of Part 2 of Division I of the Insurance Code, within IO calendar days of
the insurer's receipt of a request to submit the statements.
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Insurance is to be placed with insurers that:
1) Have a rating in the most recent Best's Key Rating Guide of at least A-:V
2) Are admitted and authorized to transact the business of insurance in the State of California by the Insurance Commissioner.
Auto policies offered to meet the specification of this contract must:
1) Meet the conditions stated above for all insurance companies.
2) Cover anv vehicle used in the performance of the contract, used onsite or offsite, whether owned,
non-owned or hired, and whether scheduled or non-scheduled. The auto insurance certificate
must state the coverage is for "any auto" and cannot be limited in any manner.
Workers' compensation insurance required under this contract must be offered by a company
meeting the above standards with the exception that the Best's rating condition is waived. The City
does accept policies issued by the State Compensation Fund meeting the requirement for workers'
compensation insurance.
The Contractor shall be required to maintain insurance as specified in the Contract. Any additional
cost of said insurance shall be included in the bid price.
The award of the contract by the City Council is contingent upon the Contractor submitting the
required bonds and insurance, as described in the contract, within twenty days of bid opening. If the
Contractor fails to comply with these requirements, the City may award the contract to the second or
third lowest bidder and the bid security of the lowest bidder may be forfeited.
The prime contractor and all subcontractors are required to have and maintain a valid City of
Carlsbad Business License for the duration of the contract.
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A. Time is of the essence for the initiation and completion of this project. The Contractor
shall receive an incentive payment of $5,000 for submitting complete and
properly executed contract documents as described in these specifications and
as determined by the City, within ten calendar days, or less, of the contract
award date. The following documents must be submitted by the Contractor:
Current City of Carlsbad business license. 0
0 Contract required bonds.
0
0
Proof of the contract required insurance and endorsements.
Properly executed and notarized contract.
Original copies of all specified contract documents must arrive in the office of the Buyer for the Public Works Division at 1635 Faraday Avenue in Carlsbad no later than
5:OO p.m. on the tenth day after the bid award date. The bid award date will be
announced in the City's award letter to the successful contractor.
If the Contractor fails to comply with the contract requirements described in these
specifications, as determined by the Engineer, within ten calendar days of the contract
award date, the Contractor will not be eligible for the $5,000 incentive payment, or any
part thereof.
em \# Revised 10/08/03 Contract No. FAC 05-01 Page 8 of 70 Pages
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If the Engineer determines that the Contractor has met all of the requirements for a
properly executed contract in ten calendar days or less, the Engineer shall notify the
Contractor in writing. Upon receipt of written notification, the Contractor shall prepare
an invoice for the incentive payment in full, with the first progress payment or any
progress payment thereafter.
Time is of the essence for the initiation and completion of this project. The Contractor
shall receive an incentive payment of $5,000 for submitting complete and
approvable submittals for long lead-time items within 30 calendar days of the
Award of Contract. Approvable for the purpose of this clause means properly
submitted submittals that can be returned to the Contractor marked “Approved”
or “Make Corrections Noted”. Acceptability of the Contractor’s submittals under
this clause shall be as determined by the City.
6.
The following submittals must be submitted by the Contractor:
Schedule
Chiller
Boiler
Con denser
Air Handlers and Associated VAV Equipment
VFD’s
Switchgear and Controls
Pumps
Pipe
Submittals with proper cover letters must arrive in the ofice of the Public Works
Supervisor, Contracts and Agreements at 405 Oak Avenue in Carlsbad no later than
500 p.m. on the thirtieth day after the bid award date. The bid award date will be
announced in the City’s award letter to the successful contractor.
If the Contractor fails to comply with the submittal requirements described in these
specifications, as determined by the Engineer, within thirty calendar days of the
contract award date, the Contractor will not be eligible for the $5,000 incentive
payment, or any part thereof.
If the Engineer determines that the Contractor has met all of the requirements for a
submitting acceptable long lead time items as specified in this section in thirty
calendar days or less, the Engineer shall notify the Contractor in writing. Upon receipt
of written notification, the Contractor shall prepare an invoice for the incentive
payment in full, with the first progress payment or any progress payment thereafter.
The City shall determine, within its sole discretion, whether the Contractor has satisfied the incentive
award contingencies, and the Contractor agrees that the City’s determination shall not be disputable.
Approved by the City Council of the City of Carlsbad, California, by Resolution No. 2005-262,
adopted on the 16TH day of August, 2005.
ISABELLE PAULSEN, CMC
Deputy Clerk
DATED: August 17,2005 em \# Revised 10/08/03 Contract No. FAC 05-01 Page 9 of 70 Pages
CITY OF CARLSBAD
GEORGINA COLE LIBRARY
HVAC REP'LACEMENT
CONTRACT NO. FAC 05-01
SP CONTRACTOR'S PROPOSAL 4$!!
City Council
1200 Carlsbad Village Drive
Carlsbad, California 92008
cwd-
The undersigned declares he/she has carefully examined the location of the work, read the Notice
Inviting Bids, examined the Plans, Specifications, Supplemental Provisions and addenda thereto,
and hereby proposes to furnish all labor, materials, equipment, transportation, and services required
to do all the work to complete Contract No. FAC 05-01 in accordance with the Plans, Specifications,
Supplemental Provisions and addenda thereto and that he/she will take in full payment therefor the
following unit prices for each item complete, to wit:
Note that the Contractor's Bid shall not include bonuses incentives or disincentives.
These amounts will be added or deducted from the Contractor's bid as is appropriate with
perform an ce.
I
SCHEDULE "A" HVAC REPLACEMENT
, Approximate Item Quantity Unit - No. Descriotion and Unit Price Total
A-1 Remove and Replace HVAC LS $ $ // OR9,900
System A(329, 900
' Total amount of bid in numbers for Schedule "A: $ /, ax9, 40'43 I I Lmr\
I Price(s) given above are firm for 90 days after date of bid opening.
% %4ddendurn(a) -No(s). Izgais
1
-1 haskave been received and idare included in this mesal.
I_.
The Undersigned has carefully checked all of the a'bove figures and understands that the City will not
be responsible for: any error or omission on the part'of the Undersigned in preparing this bid.
The Undersigned agrees that in case of default in executing the required Contract with necessary
bonds and insurance policies within twenty (20) days from the date of award of Contract by the City
Council of the City of Carlsbad, the City may administratively authorize award of the contractto the
second or third lowest bidder and the bid security of the lowest bidder may be forfeited.
The Undersigned bidder declares, under penalty of perjury, that the undersigned is licensed to do
business or act in the capacity of a contractor within the State of California, validly licensed under
license number 72s/zL @#/zflo7 , classification 8, c-/d,Cq& which expires on
' , and that this statement is true and correct and ha9 the legal effect of
AH- to the City by a Contractor who is not licensed as a contractor pursuant to the
Business and,Professions Code shall be considered nonresponsive and shall be rejected by the C'Q 5 7028.15(e). In all contracts where federal funds are involved, no bid submitted shall be invalidated
by the failure of the bidder to be licensed in accordance with California law. However, at the time the
contract is awarded, the contractor shall be properly licensed. Public Contract Code 0 201 04.
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The Undersigned bidder hereby represents as fallows:
1. That no Council member, officer agent, or employee of the City of Carlsbad is personally
interested, directly or indirectly, in this Contract, or the compensation to be paid hereunder; that no
representation, oral or in writing, of the City Council, its officers, agents, or employees has inducted
hidher to enter into this Contract, excepting only those contained in this form of Contract and the
papers made a part hereof by its terms; and
2. That this bid is made without connection with any person, firm, or corporation making a bid for the same work, and is in all respects fair and without collusion.or fraud.
(Cash, Certified Check, Bond r Accompanying this proposal is
Cashier's Check) for ten percent (10%) of the amount bid.
The Undersigned is aware of the provisions of section 3700 of the Labor Code which requires every
employer to be insured against liability for workers' compensation or to undertake self-itwttrance in
accordance with the provisions of that code, and agrees to comply with such provisions before
commencing the performance of the work of this Contract and continue to comply until the contract is complete.
The Undersigned is aware of the provisions of the Labor Code, Part 7, Chapter 1, Article 2, relative
10 the general prevailing rate of wages for each craft or type of worker needed to execute the
Qontract and agrees to comply with its provisions.
&ONd 0
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I IF A SOLE OWNER OR SOLE CONTRACTOR SIGN HERE:
(1) Name under which business is conducted
(2) Signature (given and surname) of proprietor
(3) P!ace of Business
I
I
(Street and Number)
City and State
(4) ZipCode Telephone No.
(5) E-Mail d
IF A PARTNERSHIP, SIGN HERE:
I . (1) Name under which business is conducted
(2) Signature (given and surname and character of partner) (Note: Signature must be made by a general partner) E
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3:- EL-
- (3) Place of Business
(Street and Number)
City and State
(4) ZipCode Telephone No.
(5) E-Mail
..
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IF A CORPORATION. SIGN HERE: zd
//i3-& /%et&-
(Title)
Impress Corpora& Seal here
(3) Incorporated under the laws of the State of &$@&w%e
. (4) Place of Business Hg!Q
City and State & &wF (Street and .& a23
(5) ZipCode Telephone No. &)8W~&mO Y
-0Bty
NOTARIAL ACKNOWLEDGMENT OF EXECUTION BY ALL SIGNATORIES MUST BE A'ITACHE
List below names of president, vice president, secretary and assistant secretary, if a corporation; if a
partnership, list names of all general partners, and managing partners:
&
c.
UNANIMOUS WRITTEN CONSENT TO ACTION BY
BOARD OF DIRECTORS
ALP= MECHANICAL, HEATING & AIR CONDITIONING, INC.
IN LIEU OF MEETING
Effective June 10, 2005, the undersigned, being all the directors of Alpha Mechanical,
Heating & Air Conditioning, hac., a California carporation (the "Corporation"), by their signatures
below or on a counterpart hereof hereby adopt the following resolutions on behalf of the
Corporation:
Authorization to SimBidProDG-ais-Construction Contracts
WHEREAS, the Board of Directors has ,determined the Corporation's
interests are served by designating and authorizing two officers to sign bid proposals
and execute construction contracts with public entities on behalf of the Corporation;
NOW, THEREFORE, BE IT RESOLVED, that the following persons are
hereby authorized to sign and submit bid proposals to and execute construction
contracts with public entities on behalf of the Corporation.
Name Position
Boris Barshak President, and Secretary
Michael Volf Vice President
RESOLVED FURTHER, that the above-named officers are specifically
authorized to sign and submit proposals to and execute construction contracts on
behalf of Alpha Mechanical, Heating & Air Conditioning, Incorporated.
RES0Ln-D mTj&& that-*e above-ngned officers of the Corporation
be, and they hereby are, authorized and instructed to execute all additional documents
and take all additional actions necessary to cause the Corporation to enter into and
perform its obligations under such contracts.
This action is taken pursuant to Section 307(b) of the California Corporations Code and is to
be filed in the corporate minute book with the minutes of board meetings and become a part of the
records of the Corporation.
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SECRETARY'S CERTIFICATE OF ADOPTION OF RESOLUTIONS
OF
ALPHA MEC"ICAL, HEATING & AIR CONDITIONING, INC.
I, the undersigned, do hereby certify:
1. That I am the duly elected and acting Secretary of Alpha Mechanical, Heating & Air
Conditioning, a- California corporation.
2. TPlat~e~~e~~~c~atruean~c~~~af~ere~~~~
2005. by the Board of Directors of said corporation by unanimous written consent effective June
IN WITNESS WREREOF, I have hereunto subscribed my name.
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT -
} SS.
State of California
County of
On %-QA a, && before me, ,ym .
Name and Tit of Ofhcer (e g "Jane Doe. No& Public") !IO\ 4 Date '
personally appeared
Nameis) of Signeris)
J&wsonally known to me
proved to me on the basis of satisfactory
evidence
to be the person@) whose name(s) idare
subscribed to the within instrument and
acknowledged to me that helshe/they executed
the same in his/her/their authorized
capacity(ies), and that by his/her/their
signature(s) on the instrument the person(s), or
the entity upon behalf of which the person(s)
acted, executed the instrument.
WITNESS my hand and official sea!.
OPTIONAL
Though the information below is not required by law, it may prove valuable io persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document.
Description of Attached Document
Title or Type of Document:
Document Date: Number of Pages:
Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Signer
Signer's Name:
0 Individual
0 Corporate Officer - Title(s): 0 Partner - 0 Limited 0 General
2 Attorney-in-Fact
Ll Trustee 0 Guardian or Conservator
0 Other:
Signer Is Representing: u
0 1999 National Notary Association * 9350 De Soto he.. P.O. Box 2402 Chatswonh, CA 91 313-2402 * wviw nationalnotary.org Prod. No. 5907 Reorder. Call Toll-Free 1-800-876-6827
License Detail Page 1 of3
*.-
License Detail CALIFORNIA CONTRACTORS STATE LICEN
Contractor License # 7351 21
DISC LA1 M E R
A license status check provides information taken from the CSLB license data base. Before
on this information, you should be aware of the following limitations:
CSLB complaint disclosure is restricted by law (B&P 7124.6). If this entity is subject tc
complaint disclosure, a link for complaint disclosure will appear below. Click on the lin
button to obtain complaint and/or legal action information.
Per B&Pp7071. 1-7, only construction related civil judgments reported to the CSLB are
disclosed.
Arbitrations are not listed unless the contractor fails to comply with the terms of the
arbitration .
Due to workload, there may be relevant information that has not yet been entered ont
Board's license data base.
Extract Date: 10/19/2005
* * * Business Information * * *
ALPHA MECHANICAL HEATING & AIR CONDITIONING INC
4990 GREENCRAIG LN #A
SAN DIEGO, CA 92123
Business Phone Number: (858) 278-3500
Entity: Corporation
Issue Date: 04/21/1997 Expire Date: 04/30/2007
* * * License Status * * *
This license is current and active. All information below should be reviewed.
* * * Classifications * * *
Class Description
c 20 WA R-M-A I RHE AT I N G, VE N TI LATI N G AN D A I R- c o ND I TI o N I N G ~
B ~~ GENERAL BUILDING CONTRACTOR
I 1 -t lllx I_ I -___ - 'cw FIRE PROTECTION CO~NTRACTOR
http://www2.cslb.ca.gov/CSLB - LIBRARY/License+Detail.asp 10/19/2005
Page 2 of 3 License Detail
gcens_e Number Request Contractor Name Request
* * * Bonding Information * * *
$10,000 with the bonding company
AMERICAN CONTRACTORS-INDEMNITY COMPANY.
Effective Date: 01/01/2004
Contractor's Bonding History
CONTRACTOR'S BOND: This license filed Contractor's Bond number 50062 in the amc
Personnel Name Request
BOND OF QUALIFYING INDIVIDUAL(1): The Responsible Managing Officer (RMO) BI
BARSHAK certified that he/she owns 10 percent or more of the voting stocklequity of
corporation. A bond of qualifying individual is not required.
Effective Date: 04/21/1997
Salesperson Request
BOND OF QUALIFYING INDIVIDUAL(2): This license filed Bond of Qualifying Individual I
929196107 for MICHAEL VOLF in the amount of $7,500 with the bonding compan)
NATIONAL FIRE INSURANCE COMPANY OF HARTFORD.
Effective Date: 07/02/2001
ale__sper_s_on Name Request
BQI's Bondina History
BOND OF QUALIFYING INDIVIDUAL(3): This license filed Bond of Qualifying Individual I
0376759 for JAMES MASON GREENMAN in the amount of $7,500 with the bonding cor
INTERNATIONAL FIDELITY INSURANCE COMPANY.
Effective Date: 02/15/2004
BQl's Bonding History
* * * Workers Compensation Information * * *
This license has workers compensation insurance with the
INSURANCE COMPANY OF THE WEST
Policy Number: WSDI 83521 501 Effective Date: 07/01/2005 Expire Date: 07/01/200
Workers Compensation History
Personnel listed on this license (current or disassociated) are listed on other licei
I Pe_tsonnel_G&p Other Licenses]
10/19/2005
7606028553 FINANCE DEPT CITY OF CARLSBAD 09:40:52 a.m. 10-28-2005 1 /I
WCP FOR YOUR RECORDS
BUS(NES8 TU( EWPl
BuS.NQ. 1221166
DATS ISSUED
10/25/2005
oa.070~ $80.00
BALANCE
TAXES PA0 W *CCORO*NCF. WITH Un BUSINESS TAX -E
CITY OF CARLSBAD
4 '.
BID SECURITY FORM
(Check to Accompany Bid)
GEORGINA COLE LIBRARY
HVACREPLACEMENT
CONTRACT NO. FAC 05-01
(NOTE: The following form shall be used if check accompanies bid.)
Accompanying this proposal is a *Certified *Cashiers check payable to the order of CITY OF
CARLSBAD, in the sum of
dollars ($ 1, this amount being ten percent (10%) of the total amount of the bid. The proceeds of this check shall
become the property of the City provided this proposal shall be accepted by the City through action of
its legally constituted contracting authorities and the undersigned shall fail to execute a contract and
furnish the required Performance, Warranty and Payment Bonds and proof of insurance coverage
within the stipulated time; otherwise, the check shall be returned to the undersigned. The proceeds of
this check shall also become the property of the City if the undersigned shall withdraw his or her bid
within the period of fifteen (15) days after the date set for the opening thereof, unless otherwise
required by law, and notwithstanding the award of the contract to another bidder.
,f-
BIDDER
*Delete the inapplicable word.
(NOTE: If the Bidder desires to use a bond instead of check, the Bid Bond form on the following pages shall be executed--the sum of this bond shall be not less than ten percent (10%) of the total amount of the bid.)
45 Revised 10/08/03 Contract No. FAC 05-01 Page 14 of 70 Pages
SIDDER'S BOND TO ACCOMPANY PROPOSAL
GEORGINA COLE LIBRARY
HVAC REPLACEMENT
CONTRACT NO. FAC 05-01
KNOW ALL PERSONS BY THESE PRESENTS:
That we, Alpha Mechanical, Heating &Air Conditioning, Inc.
as Surety are held and firmly bound unto the City of Carlsbad, California, in an amount as follows:
(must be at least ten percent (10%) of the bid amount) Ten Percent of Bid Amount (10%) for which
payment, well and truly made, we bind ourselves, our heirs, executors and administrators,
successors or assigns, jointly and severally, firmly by these presents.
, as Principal, and Arch hSUranCe Company
THE CONDlTlON OF THE FOREGOING OBLIGATION IS SUCH that if the proposal of the above-
bounden Principal for:
GEORGINA COLE LIBRARY
HVACREPLACEMENT
CONTRACT NO. FAC 05-01
in the City of Carlsbad, is accepted by the City Council, and if the Principal shall duly enter into and
execute a Contract including required bonds and insurance policies within twenty (20) days from the
date of award of Contract by the City Council of the City of Carlsbad, being duly notified of said
award, then this obligation shall become null and void; otherwise, it shall be and remain in full force
and effect, and the amount specified herein shall be forfeited to the said City.
-
... ... ,..
...
...
.I. ...
...
,..
,.. ... ... ...
.I.
... ... ...
F
In the event Principal executed this bond as an individual, it is agreed that the death of Principaf shaN
not exonerate the Surety from its obligations under this bond.
Executed by PRINCIPAL this - 14th day of September ,2005.
(print name here)
Vice President
(Title and Organiflow sdail
(sign hew f/,
(print name here)’
(title and organization of bgnatory) - S‘ec 12 Q ?A P
Executed by SURETY this 14th day of September ,2005.
SURETY:
Arch Insurance Company
(name of Surety)
135 N. Los Robles Avenue, #825, Pasadena, CA 91 101
(address of Surety)
Leslie Hahn, Attorney-ln-Fact
(printed name of Attorney-in-Fact)
(Attach corporate resolution showing current power of attorney.)
(Proper notarial acknowledgment of execution by PRINCIPAL and SURETY must be attached.)
(President or vice-president and secretary or assistant secretary must sign for corporations. If only one officer signs, the corporation must attach a resolution certified by the secretary or assistant
secretary under corporate seal empowering that officer to bind the corporation.)
APPROVED AS TO FORM:
RONALD R. BALL
City Attorney
By:
POWER OF AlT'ORNEY
STATE OF CONNECTICUT SS
P8902d2
1.
STATE OF California
COIJNTY OF Sari Diego
011 September 14, 2005 . bejbre me,
} ss.
Janis E. Theodore, Notary Public
Leslie Hahn PERSONALLY APPEARED
personully known to me (~~~~~~/~~~~~~~~/~~~f~~~~~// &#I%%) to be the person(.$ whose nume(.s) idure subscribed to the
within instrument and ucknowledged to me thut !fe/she/tl&$.executed
the swne in mer/tMif authorized cupuciN&), und that by h%her/&'ir
.u'giature(#) on the instrument the person(y), or the entity upon behalf
of which the person($) acted, executed the instrument.
WITNESS tny hnnd and oficial seal.
This area for Ojjicial Notarial Seal
OPTIONAL
Though the data below is not required by law, it may prove valuable to persons relying on the document and could
prevent fraudulent reattachment of this form.
CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT
0 INDIVIDUAL
0 CORPORATE OFFICER
TITLE(S)
PARTNER(S) 0 LIMITED
GENERAL
ATTORNEY-IN-FACT
0 TRUSTEE(S) 0 GUARDlANiCONSERVATOR
0 OTHER:
TITLE OF TYPE OF DOCUMENT
NUMBER OF PAGES
DATE OF DOCUMENT
SIGNER IS REPRESENTING:
NAMF OF PERSONiSl OR ENTITY(IES)
SIGNERGI OTHER THAN NAMED ABOVE
ALL-PURPOSE ACKNOWLEDGEMENT ID-1232 (REV 5/01)
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT -.
.-
a --
} SS.
State of California
County of %rA\CsO
before me, \/sbr? .A/& ry
Date N?me and Title of Gificer (w., "Jane Doe. Nota& Public')
personally appeared yk\\ ke\ 1/ 6\ x
Name@) of Signer(s)
&%6onally known to me 0 proved to me on the basis of satisfactory
evidence
to be the person(s) whose name(s) is/are
subscribed to the within instrument and
acknowledged to me that he/she/they executed
the same in his/her/their authorized
capacity(ies), and that by his/her/their
signature(s) on the instrument the person(s), or
the entity upon behalf of which the person(s)
acted, executed the instrument.
WITNESS my hand and official seal.
Commission # 1471 823
Son Diego COUnh/ -
My Comm. Expires Feb 23, zoo8
OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent
fraudulent removal and reattachment of this form to another document.
Description of Attached Document
Title or Type of Document:
Document Date: Number of Pages:
Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Signer
Signer's Name:
Individual
0 Corporate Officer - Title(s): 0 Partner - Limited 0 General
0 Attorney-in-Fact 0 Trustee
0 Guardian or Conservator
C Other:
Signer Is Representing: u
B 1999 National Notary Association * 9350 De Soto Ave.. P.O. Box 2402 - Chatswofth. CA 91313-2402 * www.nationalnotaly.org Prod. No. 5907 Reorder: Call Toll-Free 1-800-8766827
’ GUIDE FOR COMPLETING
THE “DESIGNATION OF SUBCONTRACTORS” FORM
REFERENCES Prior to preparation of the following Subcontractor disclosure form Bidders are urged
to review the definitions in section 1-2 of the SSPWC (“Greenbook’) and in the Supplemental
Provisions to this Contract, especially, “Bid”, “Bidder”, “Contract”, “Contractor”, “Contract Price”,
“Contract Unit Price”, “Engineer”, “Subcontractor” and “Work and the definitions in section 1-2 of the
Supplemental Provisions especially “Own Organization.” Bidders are further urged to review sections
2-3 SUBCONTRACTS of the Greenbook and section 2-3.1 of these Supplemental Provisions.
CAUTIONS This form will be used by the Agency to determine the percentage of work that the
Bidder proposes to perform. Bidders are cautioned that failure to provide complete and correct
information may result in rejection of the bid as non-responsive. Any bid that proposes performance
of more than 50 percent of the work by subcontractors or otherwise to be preformed by forces other
than the Bidder’s own organization will be rejected as non-responsive. Specialty items of work that
may be so designated by the Engineer on the “Contractor’s Proposal” are not included in computing
the percentage of work proposed to be performed by the Bidder.
INSTRUCTIONS The Bidder shall set forth the name and location of business of each and every
subcontractor whom the Bidder proposes to perform work or labor or render service in or about the
work or improvement, and every subcontractor licensed as a contractor by the State of California
whom the Bidder proposes to specially fabricate and install any portion of the work or improvement
according to detailed drawings contained in the plans and specifications in excess of one-half of one
percent (0.5%) of the Bidder’s total bid or, in the case of bids or offers for the construction of streets
and highways, including bridges, in excess of one-half of one percent (0.5%) or ten thousand dollars
($1 0,000) whichever is greater. Said name(s) and location(s) of business of subcontractor(s) shall be
set forth and included as an integral part of the bid offer.
/--
The Designation of Subcontractors form must be submitted as a part of the Bidder’s sealed bid.
Failure to provide complete and correct information may result in rejection of the bid as non-
responsive.
Suppliers of materials from sources outside the limits of work are not subcontractors. The value of
materials and transport of materials from sources outside the limits of work, as shown on the plans,
shall be assigned to the Contractor or the Subcontractor as the case may be, that the Bidder
proposes as installer of said materials. The value of material incorporated in any Subcontractor-
installed bid item that is supplied by the Bidder shall be included as a part of the work that the Bidder
proposes to be performed by the Subcontractor installing said item.
When a Subcontractor has a Carlsbad business license, the number must be entered on the proper
form. If the Subcontractor does not have a valid business license, enter “NONE” in the appropriate
space.
When the Bidder proposes using a Subcontractor to construct or install less than 100 percent of a
bid item, the Bidder shall attach an explanation sheet to the Designation of Subcontractor form. The
explanation sheet shall clearly apprise the City of the specific facts that show the Bidder proposes to
perform no less than fifty percent (50%) of the work with its own forces.
@ Revised 10/08/03 Contract No. FAC 05-01 Page 17 of 70 Pages
Determination of the subcontract amounts for purposes of award of the contract shall be determined
by the City Council in conformance with the provisions of the contract documents and the
Supplemental Provisions. The decision of the City Council shall be final. r
Contractor is prohibited from performing any work on this project with a subcontractor who is
ineligible to perform work on a public works project pursuant to Labor Code Sections 1771.1 or
1777.7.
Bidders shall make any additional copies of the disclosure forms as may be necessary to provide the
required information. The page number and total number of additional form pages shall be entered in
the location provided on each type of form so duplicated.
e= tp Revised 10/08/03 Contract No. FAC 05-01 Page 18 of 70 Pages
' DESIGNATION OF SUBCONTRACTOR AND
AMOUNT OF SUBCONTRACTOR'S BID ITEMS
GEORGINA COLE LIBRARY
HVACREPLACEMENT
CONTRACT NO. FAC 05-01
The Bidder certifies that it has used the sub-bid of the following listed subcontractors in preparing this bid for the Work and that the listed subcontractors will be used to perform the portions of the Work as designated in this list in accordance with applicable provisions of the specifications and section 4100 et seq. of the Public Contract Code, "Subletting and Subcontracting Fair Practices Act." The Bidder further certifies that no additional subcontractor will be allowed- to perform- any portion Q~UE W& h-exmss afm-hatf of ooneprce3I-(O.5%7 ofthe-giade7's total bid, or in the case of bids or offers for construction of streets and highways, including bridges, in excess of one-half of one percent (0.5%) or ten thousand dollars ($10,000), whichever is greater, and that no changes in the subcontractors listed work will be made except upon the prior approval of the Agency.
SUBCONTRACTOR'S BID ITEMS
II I "
Subcontractor's License No's.*
Page f of 4 pages of this Subcontractor Designation form
*Contractor shall fully list all Subcontractor information including License Numbers with this
bid. Use an Attachment if needed.
d- Pursuant to section 4104 (a)(2)(A) California Public Contract Code, receipt of the information preceded by an asterisk may be submitted
by the Bidder up to 24 hours after the deadline for submitting bids contained In the "Notice Inviting Bids."
..-
BIDDER'S STATEMENT 'OF FINANCIAL RESPONSIBILITY
(To Accompany Proposal)
GEQRGINA COLE LIBRARY
CONTRACT NO. FAC 05-01
HVAC REPLACEMENT
Copies of the latest Annual Report, audited financial statements or Balance Sheets may be
submitted under separate cover marked CONFIDENTIAL.
.. I' '.
) Daniel G. Dangel /' Certified Public Acco&tant Member: American Institute of Certified Public Accountants California Society of Certified'Public Accountants
'----#
\.
5060 Shoreham Place, Suite 200 San Dicgo, CA 92122 ph 858-458-5827
www .dangelcpa.com fa^ 858-622-8921 . ..
REVIEW REPORT OF INDEPENDENT ACCOUNTANT
..
. . .. ..
San Dlego,. California
I have revlewed the accompanying balance sheet of Alpha Mechanical, Heating and Alr Conditioning, lnc. .
as of December 31, 2004, and the related statements of income and retained earnings andcash flows for the year then ended, In accordance with Statements on Standards for Accounting and Revlew. Services . .
Issued by the American lnstitute of Certlfied Public Accountants. All information included In these financial statements Is the representation of the management of Alpha Mechanical, Heating and Alr Conditioning,
Inc.
A revlew consists princlpally of Inquiries of Company personnel and analytical procedures applied to financial data. It 1s substantially less in scope than. an audit 'In accordance wlth generally acc,epted audltlng..standards, the objective of whlch is the expresslon of an oplnlon regarding the comblned flnancial statements taken as a whole. Accordingly, I do not express such an opinion.
During 2004, the Company 'transferred' operating equlpment.and the related debt for those assets to a company related by common ownershlp. The secured debt for the equipment transferred (approximately $100,000 at the time of transfer) remains In the name of the Company and thus, should be reflected on the balance sheet of the Company according to generally accepted accountlng piinclples. Additionally, as the payments are being made by the related company, the Company's statement of income and retained earnings does not reflectinterest expense or depreciatlon expense relating to the related debt and assets, nor interest Income from amounts which muld beowedto the Company. Although the amount of the assets and liabilities omitted from the balance sheet and the amounts arnltted from' the statement of incqme have not been quantified, the Company states that such amounts would have little, If any, net effect on net operatlons and net equity of the Company.
.Based on my ,review, except as set forth In the preceding paragraph; 1' am not aware of any material modiflcations that should be made to the accompanying financial statements In.order for them to be In
My review was made. for the purpose of ,expressing limited assurance ,that there are. no matedal ' modifications that should be made to the bash financlal statements in. order .for them to be In conformity v&4$teftW aeeepbd afxaWrtirrg pr'ktciptes. The foformation included in the accompanylng Schedules I through 4 Is presented only for supplementary gna&sl.q pwpases. Such W.rnati6n has been subje&e$ to the lii'quRy and analyTca1' procedures applied In the review of the basic financial statements and 1 am not
. conformity with generally accepted accounting principles., ..
-.
ALPHA MECHANICAL, HEATING AND AIR CONDITIONING,. INC.
BALANCE SHEET
DECEMBER 31,2004
CURRENTASSETS
Cash. .. . . Accounts receivable, net
fkdmbfe fmrpr ~etaed &.~m pany
Qther recelvabb
Prepid expens&
.
-__ ______-_.. .... - .
eamings'ln excess
of billings on uncompleted contracts
__-.. - ..
TOTAL CURRENT ASSETS
PROPERTY AND EQUIPMENT AND OTHER ASSETS
Furnlture, flxtures and equlpment, net.
Receivable from shareholder and related party Deposits
TOTAL ASSETS
LIABILITIES AND'SHAREHOLDERS' EQUITY
CURRENT LIABILITIES Cash overdraft
Accounts payable and accrued liabilities
Line of credit Current portion of long term debt
Advances from shareholders Billings In excess of costs and estimated
e,arnIngs on uncompleted contracts
TOTAL CURRENT LIABIL~TIES
OTHER LIABILITIES
Notes payable, less current portion
TOTAL LIABILITIES
SHAREHOLDERS EQUITY Common strxk 500,000 shares authorized;
4%;ssO issued ;me 6uTsTandiing
r Retained earnings.
. TOTAL SHAREHOLDERS' EQUITY
._ ,
$ isa,m
'f,W,806 ,
?.0,80Q
358,466
---.. -88.RBdl -. :
132,841 - .. _..__. _. _" ___. ._.-__--..-
373,321 .
8,658,805
361,693
228,050
' 96,504
$ 9,345,052 .
1 1,656
5,012,546 725,527
36,91 I
16,396
1,097,574
.6,900,610
. ;' ._ 92,826. .
6,993,436
940,000
1,411,616
. 2,351,616
TOTAL LIABILITIES AND SHAREHQLDERS' EQUITY $ * 9,345,052
See AccompanyIng Accountant's Revlew Report
. and Notes to Financial Statements.
2.
I. 1
I 1'
ALPHA MECHANICAL, HEATING AND AIR CONDITIONING, INC,
STATEMENT 6F.INCOME AND RETAlNED EARNINGS
FOR THE YEAR ENDED DECEMBERSI, 2004
.. -
. . CONTRACT REVENUES $ 27,763,217
COST OF CONTRACT REVENUES .
DIRECT COSTS 23,693,244 .- -- ' lNQlREc-rcosIs 594,119 .
.. OPERATlNG EXPENSES
ADMINISTRATIVE AbiD GENERAL EXPENSES . 2,909,563
OTHER INCOME (EXPENSES)
Interest income. 33,187 Interest expense (1 66,950) Miscellaneous expense, net (9,802)
T,OTAL OTHER EXPENSES, NET (143,565)
NETINCOME . 4 3 2,726
RETAINED EARN!NGS, December 31,2003 . 998,890 ,
RETAlNED EARNINGS,' December 31,2004 ' $ 1,411,616
/-
See Accompanyhg Accountant's' Review Report and Notes to Flnandal Statements.
Q
I
I
1-
1
1-
BIDDER'S STATEMENT OF
TECH N I C AL AB 1 LITY AN D EXPER 1 ENCE
(To Accompany Proposal)
GEORGINA COLE LIBRARY
HVACREPLACEMENT
CONTRACT NO. FAC 05-01
The Bidder is required to state what work of a similar character to that inctuded in the proposed
Contract he/she has successfully performed and give references, with telephone numbers, which will enable the City to judge hidher responsibility, experience and skill. An attachment rian be used.
..
._ .._.. ~ ,.. . . ,.... . ... .. . .. ... .... ._.._ .. ._ . __ . .I.. __ *..__ *..-.- . .. . .- .- .. , .... -. . ..._ .. ,. _._ , . , ,-
.'
C. Completion of recent CQ~S~~UC~~OII projects and quality of performance:
(1 question)
1. Contractor shall provide information about its four most recently completed public works
projects and its three largest completed projects within the last three years! Names and
references must be current and verifiable. Use separate sheets of paper that contain all of
the following information:
Project Name: . Westview HS
Location: San Diego
Owner: Poway USD
Owner Contact (name and current phone number):
Project Name: . Westview HS
Location: San Diego
Owner: Poway USD
Owner Contact (name and current phone number):
Architect or Engineer Contact (name and current phone number): Mark Thomas
(858) 277-51 15
Construction Manager (name and current phone number): Douglas E. Barnhart
(858) 385-8200
Description of Project, Scope of Work Performed:
Plumbing,HVAC,Fire Sprinklers
Total Value of Construction (including change orders): ' 95* *O*
Original Scheduled Completion Date: 0 8 .2 0 0 2
Time Extensions Granted (number of days): 0
.-
If you wish, you may, ushg the same format, also pTovide information about other projects that you have
completed that are similar to the project(s) for which you expect to bid.
.._. , ._ ..,... .. .~ ,,. ,. ., ... ... ..., ., ..__ . .... ...,..... . ... - , .. . .- .- .. ...-...... - . .. ... .. ... .._ ,.,.
C. Completion of recent construction projects and quality of performance:
(1 question)
1. Contractor shall provide infomation about its four most recently completed public works
projects and its three largest completed projects within the last three years: Names and
references must be current and verifiable. Use separate sheets of paper that contain all of
the following information:
ProjectNae:
Location: Riversiae, CA
Owner: Office of design & construction
Owner Contact (name and current phone number):
Vikky Vrobe1,(909) 787-4201
UCR Student Housing ,Phase 2
Architect or Engineer Contact (name and current phone number): Joseph A.Balbona
(21 3 1 473-3555
Construction Manager (name and current phone number):
ProWest PCM,Inc
(909) 31 2-51 63
Description of Project, Scope of Work Performed: HVAC (Dry & Wet)
Total Value of Construction (including change orders): 3 6 5 0 0 0 0
Original Scheduled Completion Date: 8/02
s
Time Extensions Granted (number of days): 0
If you wish, you may, using the same format, also provide information about other projects that you have 4
completed that are similar to the projecqs) for which you expect to bid.
e-
.-.-. . -- .... .... .-.. - . --..- -. .-
C; Completion of recent construction projects and quality of performance:
(1 question)
1. Contractor shall provide information about its four most recently completed public works
projects and its three largest completed projects within the last three yeas.' Names and references must be current and verifiable. Use separate sheets of paper that contain alI of
the following information:
Location: Pomona owner: Cal Poly Pomona
Owner Contact (name and current phone number):
Architect or Engineer: RBB Arch.itects
Architect or Engineer Contact (name and current phone number): Silvia 'Botero
(31 0) 473-3555
Construction Manager (name and current phone number):
Q\ 395-n77c;
Description of Project Scope of l'ork Performed: HVAC, blumbing
Original Scheduled Completion Date:
Time Extensions Granted (number of days):
Actual Date of Completion: 10/2003
1 0 / 2 0 0 3
0
If you wish, you may, using the same fmnat, also provide information about other projects that you have completed that are similar to the project(s) for which you expect to bid.
ProjectName Gaslamp Square( 2004)
Description of Project, Scope of Work Performed:
Total Value of Construction: 2,9 0 0,O 0 0
owner: $w inert on- GC
Plumbing,HVAC,Fire Spr
Owner Contact(name and phone number): Troy LaCoursiere,
(6.19) 687-3727
Owneraddress: 437 "J" St.,Ste 208,San Diego,CA 92101
Architect or Engineer: Nadel Architects
Architect or Engineer Contact(name and phone number):
/
* ROY Coleman I
(858) 552-8424
Architectaddress: . 5465 Morehouse Dr.,#165,San Diego,CA 92121
a-
$
c
Description of Project, Scope of Work Performed: Plumbing & HVAC .
Total Value of Construction: 2 I 0 0 0 , 0 0 0
Owner Contact(name and phone number): RobieiFt WeYdt I .
(760) 941-2879
Owner address: 10760 Thornmint Road, San Diego, CA 921 27
Architect or Engineer: S pro t t e + Wa t son Architecture,
Architect or Engineer Contact(name and phone number): John Neighbors '
(760) $41 -2879
Architectaddress: 450 South Melrose Dr,Ste 200,Vista ,CA 92083
.-
,
ProjectName Vista HS (2004)
Description of Project, Scope of Work Performed:
Total Value of Construction: 2,300,000
c)wnec GC-CE Wylie
Plumbing & HVAC
L_ ~~ ~~~
Owner Contact(name and phone number): Alan Boyer ,
,858-571 -491 I
Owneraddress: 3777 Ruffin Road,San Diego,CA 92123
Architect or Engineer: NTD Architects
Norm W. Luker,. Architect or Engineer Contact(name and phone number):
(858) 277-51 15
Architectaddress: 4719 Viewridge Ave.,Ste 200,San Diego,CA 92 123
,-
\
Description of Project, Scope of Work Performed: Plumbing & HVAC .. .
Total Value of Construction: 1 , 1 0 0 , 0 0
Owner Contact(name and phone number): Don Rogers
(760) 631 -7,707
oqrnaaddress: 5256 S.Mission Rd.Bonsall,CA 92003
Architect or Engineer: Salerno/Livingston Architects
Architect or Engineer Contact(name and phone number): Robert Carroll I .
(61 9) 234-7471
Architectaddress: 363 5th Ave. ,San Diego,CA 92101
\
.'
ProjectName': Elsinore HS Growth & Mod (2004)
Description I- of Project, Scope of-Work Performed: HVAC
Owner: .Elsinore ESD
(909) 296~0776
Owneraddress: 27368 Via Industria,Ste 101 ,Temecula,CA 9259 0
Architect or Engineer: KPI
Architect or Engineer Contact(name and pkone number>: Jim Rainey ,
(909) 270-2979
&chitectaddress: 650 East Parkridge, Ave,Ste 105;Corona,CA. 92879 ..
I.
BIDDER'S-CERTIFICATE OF INSURANCE FOR
GENERAL LIABILITY, EMPLOYERS' LIABILITY, AUTOMOTIVE
LIABILITY AND WORKERS' COMPENSATION
. (To Accompany Proposal)
GEORGINA COLE LIBRARY
' HVACREPLACEMENT
CONTRACT NO. FAC 05-01
As a required part of the Bidder's proposal the Bidder must attach either of the following to this page.
1) Certificates of insurance showing conformance with the re$lruements herein for each of: ii
I Comprehensive General Liability
Automobile Liability
Workers Compensation
Employer's Liability
2) Statement with an insurance carrier's notarized signature stating that the carrier can, and upon payment of fees and/or premiums by the Bidder, will issue to the Bidder Policies of insurance for
Comprehensive General Liability, Automobile Liability, Workers ' Compensation and Employer's
Liability in conformance with the requirements herein and Certificates of insurance to the Agency
showing conformance with the requirements herein.
All certificates of insurance and statements of willingness to issue insurance for auto policies offered
to meet the specification of this contract must:
Meet the- conditions stated in The Notice Inviting Bids, the Standard Specifications for Public
Works Construction and the Supplemental Provisions for this project for each insurance
company that the Contractor proposes.
Cover anv vehicle used in the performance of the contract, used onsite or offsite, whether owned,
non-owned or hired, and whether scheduled or non-scheduled. The auto insurance certificate
must state the coverage is for "any auto" and cannot be limited in any manner.
DATE (MM/DDnnrv) OPlD V ACORD.. CERTIFICATE OF LIABILITY INSURANCE ALPKA-4 10/28 /05
THIS CERTIFICATE IS ISSUED AS A MAlTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
PRODUCER
Cavignac C Associates
-250 B Street, Suite 1800 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
I - - I
COVERAGES
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUEDTO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING
ANY REQUIREMENT, TERMOR CONDITION OF ANY CONTRACT OROTHER DOCUMENT WITH RESPECT TO WHICHTHIS CERTIFICATE MAY BE ISSUEDOR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS
Jan Diego CA 92101-3547
Phone : 619-234 -684 8
INSURED
Fax : 619 -2 34 -860 1
TYPE OF INSURANCE
GENERAL LIABILITY
INSURERS AFFORDING COVERAGE NAlC #
INSlRER A: Landmark American Indurance Co 33138
L x X COMMRCIAL GENERAL LIABILIlY
~ CLAIMS MADE OCCUR
AI. ha Mechanical Heating &A/C At{,: Jackie Lairson
San Diego CA 9q123 4990 Greenerai Lane, Ste. A
GENL AGGREGATE LIMIT PFLlES PER'
LOC
INSURER B Ilatharland6 Insurance Company 24171
INSJRERC
INS-IRER 0
INE IRFP F
Insurance company of the west
AUTOMOBLE LIABILITY
ALL OWNED AUTOS
SCHEDULED WTOS
HIRED AUTOS t WN-OWED AUTOS
x x ps(YM0
07/01/06
n
c
$
x IT:&%% I l"lK ER
EL EAZHACCIDENT $1,000,000
E L DISUSSE - EA EMPLOYEE 5 1 I 000 , OOO
EL DISEPSE-POLICYLIMIT $ 1,0~0,0~0
EXCESSNHBRELLA LlABlLrpT
OCCUR 0 CLAIMS M4cE
DEDUCTIBLE
ETENTION $
WORKERS COMPENSATION AND
EMPLOYERS LlABlLrrY
ANY PROPRIETORIPPRTNEREXECUTIVE OFFICEWMEMBER EXCLUDED?
If yes, descnk under SPECW PROVISIONS bdw
OTHER
-
?PION OF OPERAllONS I LOCATIDNS I VWIC
~SB- SHOULD AN OF ME ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION
DATE THEREOF, THE ISSUING lNSLlRER WILL MAlL 3% DAYS WRITEN
NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, PL City of Carlsbad
POLICY NUMBER
LW2 8 339
WSD18352 15-01
ES I EXCLUSIONS ADDED BY ENDORSI
E&E!E?F
07/01/05
07/01/05
07/01/05
ENT I SPECIAL PRO
DATE [MhbDDM') UHTS
i BODILY INJURY (Per p~rmnl
$ BODILY INJURY [Per acaoert)
PROPERTY DAMP.GE (Per accident)
I AUTO ONLY ~ EAACCIDENT I S
MO ONLY.
EACHOCCURRENCE
AGGREGATE
LANDMARK AMEREAN INSURANCE COMPANY
ADDITIONAL INSURED
-. BLANKET - PRIMARY
This sndmment madis hmnw prwlded under the fdlowing:
COMMERUAL GENERAL LlABtLlTY COVERAGE FORM
SCHEDULE
hlune of Person or Ckgankatlon:
Any person or organizatiin ta whom or bo which you are obligated by virtue of a wrltten contract w by the issuance or existence of a perrnlt, to provide krsuram such as Is affarded by this policy.
(If no entry appears above, information requked to complete this endarsernent will be shown in the Declarations
BO applicable to this endorsement.)
SECnON II = WHO IS AN JNSURED Is amended b Include as an Insured the person or organizatian shown h
the SCHEDULE, but only wlth respect to llablllty arlslng out of ww worIcVor that lnsured by or for you.
If you me mquM by a written cantrect to pravlde primary Insum, this policy sharl be primary as respecta your negligence and SECTION IV - COMMERCIAL GENERAL UABlLlTY CONDITIONS, 4. Mer Inmnce does
not apply, but wdy with respect to wverage provSded by this policy.
This endorsement effective 0710 1 /05
fwms pert of Pdlcy Number LHAl28339
by Landmrrrllhericen lnsumm Company
RSG 15001 0903
(CQ 2010 1185)
- Issued to Alpha Mechanical Heating and Air Conditioning, Inc.
EndorsementNo.: 01
hdudes copyrighted material of Insurance Services office, IN. 1984
wlth its permission
.
COMMERCIAL AUTO GOLD ENDORSEMENT
..
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
This endorsement rnodlfies insurance provided under the folowing:
BUSINESS AUTO COVERAGE FORM
SeCTlON II - LIAWLITY COVERAGE
A. COVERAGE
1. WHQ IS AN INSURED
The fdlowing is added.
d. Any organization, other than 8 partnership or joint venture, mer WhIM yuu maintain ownership of a
mqofity intprest fin the effectivedatc? of this Coverage Fnrm. if them is no similar insiirancr? avalahie
to that organization.
e. Any organization you newly aoquire or form other than a partnership or joint venture, and mer which
you maintain ownership of a majority interest. Hower, coverage under this pwisiondoes not apply:
(1) If there is similar insurance or a self-insured retention plan available to that organization; or
(2) To 'bodily injury" or "property damage" that occurred before YOU acquired or formed the
f. Any volunteer or employee of youk while using a covered "auto" you do not own, hire or borrow in
your business or your personel affairs. Insurance provided by this endorsement is txcespover any other insurance available to any volunteer or employee.
g. Any person, organization, trustee, estate or governmental entity with resped to the operation,
(1) You are obligated to add that person, organization, trustee, estate or governmental entity 85 an
o rga nizatiin .
maintenance or USO of a cavered "auto" by an insured, t:
additional insured to this policy by:
(a) an expressed provision of an "insured contract", or written agreement, or
(b) an expressed condition of a written permit issued to pu by a gwernrnentaf or puMic
authonty
(2) The 'bodily injury" or 'prwerty damage" is caused by an 'accident" which takes place after
(a} You executed the 'insured contract" or wntten agreement; or
(b} the permit has been issued to you.
2. COVERAGE EXTENSIONS
a. 9upplementary Payments
Subparagraphs (2) and {d) am amended 8s follows:
(21 UP to $2500 for cost uf barf bonds (including bonds lor related traffk aw violations) reauire .
(4) All reasonable expenses incurred by the "Insured" atour request, induding actual bssdfeeming
because of an "accident" we cover. We do not have to furnish these bonds,
up to $500 a day because of tlme off from work.
.---
Includes copyrtghted rnatariai of Insurame Senrloec Offkor. lrtc with Its permifomn
GECA 701 (09/04) Page 1 of 3 - AGENT COPY 95574% NEUSXJPCOgl2 WDMOBM) 510388 OCAFPPN ooW8656 we 75 I 01mWm5
SECTION 111 -PHYSICAL DAMAGE COVERAGE -
A. COVERAGE
me following is added:
5. Hired Auto Physical Damage
a. Any "auto" you lease, hire, rent or borrow from someone other than your employees or partners cn'
members of their household is a covered 'auto" for each of your physical damage coverages.
b The most we will pay far 'loss" in any one 'accident' is the smasest of:
L
(2) The actual cash value of the damaged OT stolen property 8s of the time ofthe-"bss"; or
(3) The cost of repairing or replacing the damaged or stolen property witlidher pkperty of like kind
If you are Ilable'forthe "accldenP, we^ also bay up toisoo per "acciaini'for ._ tne actualloss of
use to the owner Of the covered"auto".
E. Oar obligation to pay for, repair,'return pi replacedarn%tged or stofen prQpert)twillbe'recfuced by an amqunt that is equal to the'amunt of'the Iarg'est'deductibkshowA for any owned 'auto" for44at -:coverage. However, .8ny'Comprehensiue Coverage deductible shwvnlin the Decbiations does not
d. For this coverage, the insurance provided is primary fw any covered '.ado'' you hire without edriver '
and .excess over any other cplfectible irsurance fw.a,y covered "auto" that you hlre with a driver.
. and quality:' .
., . _. apply to 'loss" caused by fire or lightning. . , ..
*. 'I , . . 5. Rental Reimbursement Coverage 8 ..
We will pay up to $75 per day for up to N'days,,for rental reirnburs6merit expenses .irkcurred by you for
the Ental of.en'auto" because of "ioss" t0.a mvered "auto". .Kental Reimbursement:wll be basedori the
on& be allowed for a period d time It should taketo,repair or replace the'vehjcle.wlth reasonable speed aM simitar'quality,'up to 'a'maximum df'30 d;dys.'We will atso pay up to $500 for reasonable and
necessary expenses Incifrred by you to remove and replace ywr 'metedals'and equipment from-fhe covered "auto". .
:If "loss!' wsults.from ftfe total theft 6f.a covered "auto' d the private 'passenger type, we will pay under this'
coverage only that smount of your rental relmbumoment .ewpenaes which i3 ndt olresdy provided undci
paragraph 4. Coverage,,Extension.
rentdofa comparable vehicle, which iwmany :m&s may be substantially less.than $7.5 per day, a;Td r*ill
0. Lease Gap Coverage
If a long-term leased 'auto" is a mvered "auto" and the lessor is mmed as an Additional Insured -Lessor,
in the event of a total loss, we will pay your additionat legal obkgation'to the:le$sor fpr any difference
between the actuat cash value of the 'auto" at [he time of the loSs ahti the"olititanding.balance" of the lease.
"Outstanding balance" means the amount yo! owe on the lease atthe,time bf:Ioss less any amounts
representing taxes; overdue payments; penalties, interest or charges kulting from bverdue Dayrnents; addition81 mileage.chargev, wcess wear and4earcharges; and lease termination fees.
8. EXCLUSIONS
The following is'added to Paragraph 3:
The exclusion for "loss" caused by or resulting from mechanical or electrical breakdowndoes not apply tothe accidental discharge of an airbag.
Paragraph 4 is replaced with the following:
4. We will not pay for 'loss" to any of the following
a. Tapes, records, dlsk or other similar audio, visual or data electronic devices designed for me with
,
audio, visual or data electronic equipment.
Includes copylighted material of Insurance Garviees Mlices. Inc with its prrnission
GECA.701 (MM4) . Page 2 of 3
01-5 0557423 NEUSXJPCWIS AGENT COPY PGOMIMOO 510388 78
b. Equipment designed or used for the detection or location ofradar.
c, Any ebctmnic equlpment that receives or kansmits audio, visual or data sQnals.
Exclusion 4 c does not apply to:
(1) tlectronlc equipment that receives or transmits audio, visual or data signals, whether or not ’
designed sdely for the reproduction of sound, if the oquiprncnt is permanently tnstalled in the
covered ‘auto” at the tie of the “loss” and such equipment is designed to be solely operated by
use oft he power from the *auto’s* electrical system, in or upon the opvered “auto”; of
(a} Necessary for the normal operation of the covered “auto” or the monitoring of the covered
(b) An Integral part of the same unit housing any sound reproducing equiprnentdesclibed in (1)
(2) pny other electronic equipment that is
“auto’s” operahng system; or
above and permanently installed in the opening of the dash OF console of the covered :auto’ . nomaiiy used t~y tne manufacturer for installatan of a radio.
0. DEDUCTIBLE
The fnlloGving is added.
No deduhlble applies to glass damage it the glass is repaired rather than replaced
SECTION N. - QUSfNESS AUTO CONDITIONS
A. LOSS CON DlTlONS
Item 2.a. and b. are replaced with,
2. OUtlesIn The Event of Accident, Claim, Suit, or Loss
a. You mst promptly notify us. Your duty to pmmptly notify us is effective when any of your executive
officers, partners, members, or legal represeMatwes IS aware of the accident. claim, “suit“, or bss.
Knowieoge or an acciaent, claim, “suit“, or toss, by other ernpkyee(s) does nat imply you also have
such knowledge.
b. To the extent possible, notice to us should include:
(1) How, when and where the accident or loss took place,
(2) The names and addresses of any injured persons and witnesses; and
(4) The nature and location of any injury or damage arising out of the accident or loss.
.
The following is added to 5.
We waive any right of recovery we may hove against any odditionel insured under Coverage A. 1. Who b An
Insured g., but only as respects loss arlsing out of the operation, maintenance or use of a covered ‘auto”
pursuant to the provisions of the “insured Contract”, written agreement, or permit.
3. is added:
9. UN!NTENTIONAL FAILURE TO DISCLOSE HAZARDS
B. GENFRAL CONDITIONS
Your unintentional failure to dlSclose any hazards existing at the effective date of your palicy will not
prejvdice the coverage afforded However, we have tk right to mllect additional premium for any such hazard.
COMMON POL ICY CON DIT IONS
2.b. is replaced by the following:
b. 60 dSp before the effective clate of cancellaton t we cancel tor any other reason.
Includes wlqhted material oi Insurance Semces Offices. Inca wilh its perml&m GECA 701 (09l04) Page 3 of 3
‘ AGENTCOPY NEUSXJ PCW2 WDMMDD JlasBg GCAFPPN pbaaEXI7 Pg 77 Olfl8)2005 m74n
LESLI - California Department of Insurance List of Eligible Surplus Line Insurers - Surpl ... Page 1 of 1
California Drpartrncnt af Insuraricc List of Eligible Surplus Line Insurers (LESLX)
Requirements
Nonadmitted Carriers
The Surplus i...inc Association of California ~~~~ri~t~~ 2005 Terms of Usc&. P-rivacy Policy
http ://www. sla-cal. org/carrier-info/lesli/index. asp 10/3 1/2005
Date: October 18, 2005
CALIFORNIA DEPARTMENT OF INSURANCE
LIST OF ELIGIBLE SURPLUS LINE INSURERS
INSURER DATE APPROVED
Admiral Insurance Company (Delaware) 06/30/1995
Adriatic Insurance Company (North Dakota) 06/30/1995
Alea London Limited (U.K. ) 03/13/2003
Alea North America Specialty Insurance Company 12/22/2004
(Delaware)
Allianz Marine & Aviation Versicherungs-AG (Germany) 06/16/2004
American Empire Surplus Lines Insurance Company
(Delaware) 09/01/1995
/c American International Specialty Lines Insurance
Company (Alaska) 06/30/1995
American Safety Indemnity Company (Oklahoma) 11/20/1996
(Name changed from Trafalgar Insurance Company
effective 04/10/2000)
American Western Home Insurance Company (Oklahoma) 09/01/1995
Arch Specialty Insurance Company (Wisconsin) 09/01/1995
(Name changed from Rock River Insurance Company
effective 08/01/2002)
Aspen Insurance UK Limited (U.K.) 12/29/2004
Aspen Specialty Insurance Company (North Dakota) 03/03/1998
(Name changed from Dakota Specialty Insurance
Company effective 10/22/2003)
Associated Electric & Gas Insurance Services Limited
(Bermuda) 11/03/1995
AXA Corporate Solutions Assurance (France) 08/14/2003
AXA Corporate Solutions Insurance Company (New York) 09/01/1995
(Name changed from AXA Global Risks US Insurance
Company effective 10/19/2000)
,-
LIST OF ELIGIBLE SURPLUS LINE INSURERS
P PAGE 2
DATE:10/18/05
INSURER DATE APPROVED
AXIS Specialty Insurance Company (Connecticut) 10/27/1995
(Name changed from Connecticut Specialty Insurance
Company effective 02/28/2003)
AXIS Surplus Insurance Company (Illinois) 12/15/1995
(Name changed from Sheffield Insurance Corporation
effective 06/09/2003)
The British Aviation Insurance Company Limited (U.K.) 12/01/1995
Burlington Insurance Company (North Carolina) 11/17/1995
Capitol Indemnity Corporation (Wisconsin) 06/16/2004
Catlin Insurance Company Ltd.(Bermuda) 07 /07/2 004
Century Surety Company (Ohio) 09/01/1995
CGU International Insurance PLC (U.K.) 12/22/1995
(Name changed from Commercial Union Assurance
F Company PLC effective 10/01/1999)
Chubb Custom Insurance Company (Delaware)
Clarendon America Insurance Company (New Jersey)
Colony Insurance Company (Virginia)
Colony National Insurance Company (Virginia)
(Name changed from Preferred National Insurance
Company effective 04/01/2002)
08/04/1995
09/01/1995
09/01/1995
12/17/1996
Columbia Casualty Company (Illinois) 07/06/1995
Commonwealth Insurance Company (Canada) 10/27/1995
Crum & Forster Specialty Insurance Company (Arizona) 04/20/1998
(Name changed from Transnational Insurance
Company effective 12/26/2000. Domicile changed from
Connecticut to Arizona effective 02/12/2002.)
Darwin Select Insurance Company (Arkansas)
(Name changed from ULICO Indemnity Company
effective 05/02/2005)
12 /22 /1995
Discover Specialty Insurance Company (Illinois) 12/22/1999
Empire Indemnity Insurance Company (Oklahoma) 12/01/1995
..-
LIST OF ELIGIBLE SURPLUS LINE INSURERS
rc PAGE 3
DATE:10/18/05
INSURER DATE APPROVED
Energy Insurance Mutual Limited (Barbados) 12/17/1997
Essex Insurance Company (Delaware) 07/06/1995
Evanston Insurance Company (Illinois) 08/11/1995
Everest Indemnity Insurance Company (Delaware) 08/14/1998
Executive Risk Specialty Insurance Company
(Connecticut) 09/01/1995
Fireman’s Fund Insurance Company of Ohio (Ohio) 05/19/1999
First Mercury Insurance Company (Illinois) 10/16/1997
First Specialty Insurance Corporation (Missouri) 09/01/1995
GE Specialty Insurance (UK) Limited (U.K.) 10/27/1995
(Name changed from Threadneedle Insurance Company
Limited effective 12/22/1999)
cc Gemini Insurance Company (Delaware) 02 /2 3 /1998
General Security Indemnity Company of Arizona(Arizona) 09/01/1995
(Name changed from Fulcrum Insurance Company effective
05/03/2002)
General Star Indemnity Company (Connecticut) 08/11/1995
Generali Assurances IARD (France) 12/22/1995 (Name changed from Generali-France Assurances
December 17, 2003)
Genesis Indemnity Insurance Company (North Dakota) 08/04/1995
Glencoe Insurance Limited (Bermuda) 07/05/1996
Gotham Insurance Company (New York) 08/04/1995
Great American E&S Insurance Company (Delaware) 06/30/1995 (Name changed from Agricultural Excess and Surplus
Insurance Company effective 07/27/2000)
Great American Fidelity Insurance Company (Delaware) 09/01/1995
(Name changed from American Dynasty Surplus Lines
Insurance Company effective 06/27/2001) r
Great Lakes Reinsurance (UK) PLC (U.K.) 12/01/1995
LIST OF ELIGIBLE SURPLUS LINE INSURERS - PAGE 4
INSURER
Gulf Underwriters Insurance Company (Connecticut)
(Domicile changed from Missouri to Connecticut
effective 10/01/2001)
Health Care Indemnity, Inc. (Colorado)
Heddington Insurance (UK) Limited (U.K.)
Homeland Insurance Company of New York (New York)
Houston Casualty Company (Texas)
Hudson Specialty Insurance Company (New York)
(Name changed from General Security Indemnity
Company effective 12/29/2003)
Illinois Union Insurance Company (Illinois)
Indian Harbor Insurance Company (North Dakota)
.- International Insurance Company of Hannover Limited
(U.K.)
Interstate Fire & Casualty Company (Illinois)
James River Insurance Company (Ohio)
(Name changed from Fidelity Excess and Surplus
Insurance Company effective 07/07/2003)
Landmark American Insurance Company (Oklahoma)
Lantana Insurance Ltd. (Bermuda)
Lexington Insurance Company (Delaware)
Liberty Mutual Insurance Europe Limited (U.K.)
(Name changed from Liberty Mutual Insurance (U.K.)
Limited effective 10/21/2003)
Liberty Surplus Insurance Corporation (New Hampshire)
Lloyd‘s of London Syndicate #33 (U.K.)
Lloyd’s of London Syndicate #190 (U.K.) (2004 Year)3
Lloyd’s of London Syndicate #282 (U.K.) (2004 Year)3 -
Lloyd’s. of London Syndicate #318 (U.K.)
DATE:10/18/05
DATE APPROVED
07/07/1995
03/21/2001
11/03/1995
09/24/2003
09/01/1995
11/09/1995
12/22/1995
12/08/1995
09/29/1998
10/20/1995
08/04/1995
09/30/2003
09/08/2004
07/28/1995
10/27/1995
12/18/1997
01/01/1997
01/01/1997
01/01/1997
01/01/1997
LIST OF ELIGIBLE SURPLUS LINE INSURERS
c PAGE 5
INSURER
Lloyd‘s of London Syndicate #382 (U.K.)
Lloyd’s of London Syndicate #435 (U.K.)
Lloyd’s of London Syndicate #457 (U.K.)
Lloyd‘s of London Syndicate #510 (U.K.)
Lloyd’s of London Syndicate #557 (U.K.)
Lloyd’s of London Syndicate #566 (U.K.)
Lloyd’s of London Syndicate #570 (U.K.)
Lloyd’s of London Syndicate #609
Lloyd’s of London Syndicate #623
Lloyd’s of London Syndicate #727
c Lloyd’s of London Syndicate #780
U.K. )
U.K.)
U.K. )
U.K. )
Lloyd’s of London Syndicate #807 (U.K.)
Lloyd’s of London Syndicate #839 (U.K.)(2003 Year)’
Lloyd’s of London Syndicate #958 (U.K.)
Lloyd’s of London Syndicate #994 (U.K.)
Lloyd‘s of London Syndicate #lo07 (U.K.
Lloyd’s of London Syndicate #lo36 (U.K.
Lloyd’s of London Syndicate #lo84 (U.K.
Lloyd’s of London Syndicate #1176 (U.K.)
Lloyd‘s of London Syndicate #1183 (U.K.)
Lloyd‘s of London Syndicate #1200 (U.K.)
Lloyd’s of London Syndicate #1206 (U.K.)
Lloyd‘s of London Syndicate #1209 (U.K.)
Lloyd’s of London Syndicate #1218 (U.K.)
Lloyd‘s of London Syndicate #1221 (U.K.)
DATE:10/18/05
DATE APPROVED
01/01/1997
01/01/1997
01/01/1997
01/01/1997
01/01/1997
01/01/1997
01/01/1997
01/01/1997
01/01/1997
01/01/1997
01/01/1997
01/01/1997
01/01/1997
01/01/1997
01/01/1997
01/01/1997
01/01/1997
oi / 01 /I 997
01/01/1997
01/01/1997
10/01/2002
01/01/1997
01/01/1997
01/01/1997
01/01/1997
LIST OF ELIGIBLE SURPLUS LINE INSURERS
rT- PAGE 6
DATE:10/18/05
INSURER
Lloyd’s of London Syndicate #1225
Lloyd’s of London Syndicate #1243
Lloyd’s of London Syndicate #1245
Lloyd’s of London Syndicate #1301
Lloyd’s of London Syndicate #1400
Lloyd‘s of London Syndicate #1414
Lloyd’s of London Syndicate #1607
Lloyd’s of London Syndicate #1861
Lloyd’s of London Syndicate #2000
Lloyd‘s of London Syndicate #2001
Lloyd’s of London Syndicate #2003
Lloyd’s of London Syndicate #2010
Lloyd’s of London Syndicate #2020
Lloyd’s of London Syndicate #2121
Lloyd’s of London Syndicate #2147
Lloyd’s of London Syndicate #2488
Lloyd’s of London Syndicate #2607
Lloyd’s of London Syndicate #2623
Lloyd‘s of London Syndicate #2724
Lloyd’s of London Syndicate #2791
Lloyd’s of London Syndicate #2987
Lloyd’s of London Syndicate #3000
- Lloyd’s of London Syndicate #3210
Lloyd’s of London Syndicate #4000
rc-
DATE APPROVED
(U.K. )
(U.K.) (2004 Year)3
(U.K.) (2004 Year)3
(U.K.)
(U.K.)
(U.K.)
(U.K.)
(U.K.)
(U.K.)
(U.K.)
(U.K.)
(U.K.)
(U.K.)
(U.K.)
(U.K.)
(U.K. )
(U.K.) (2004 Year)3
(U.K.)
(U.K.) (2004 Year)3
(U.K.)
(U.K.)
(U.K.)
(U.K.)
(U.K. )
01/01/1999
01/01/1998
01/01/2000
01/01/2001
01/01/2000
01/01/2002
10/01/1998
01/01/2000
01/01/2000
01/01/2001
01/01/1997
07/01/2003
01/01/1999
01/01/2000
10/16/1997
01/01/1997
01/01/2001
01/01/2003
01/01/1997
01/01/2001
01/01/2002
01/01/2002
01/01/2003
01/01/2005
LIST OF ELIGIBLE SURPLUS LINE INSURERS
PAGE 7
DATE:10/18/05
INSURER DATE APPROVED
Lloyd’s of London Syndicate #4444 (U.K.) 01/01/2004
Lloyd‘s of London Syndicate #4472 (U.K.) 01/01/2005
Lloyd’s of London Syndicate #SO00 (U.K.)3 01/01/2003
Lloyd’s of London Syndicate #5820 (U.K.) 04/01/2005
London & Edinburgh Insurance Company Limited (U.K.) 12/06/2000
The Marine Insurance Company Limited (U.K.) 11/03/1995
Markel International Insurance Company Limited (U.K.) 10/27/1995
(Name changed from Terra Nova Insurance Company
Limited effective 11/04/2002)
Maxum Indemnity Company (Delaware)
(Name changed from Caliber One Indemnity Company
effective 01/02/2003)
Mitsui Sumitomo Insurance Company, Limited (Japan)
(Name changed from Mitsui Marine and Fire Insurance
Company, Limited effective 10/01/2001)
.-
09/29/1998
12/27/1995
Mount Vernon Fire Insurance Company (Pennsylvania) 04/02/1997
Mt. Hawley Insurance Company (Illinois) 10/27/1995
(Domicile changed from Delaware to Kansas effective
12/20/1995. Domicile changed from Kansas to Illinois
effective 04/21/1999.)
National Fire & Marine Insurance Company (Nebraska) 06/30/1995
Nautilus Insurance Company (Arizona) 08/04/1995
Newmarket Underwriters Insurance Company(New Hampshire)12/18/1997
NIC Insurance Company (New York) 12/08/1995
Noetic Specialty Insurance Company (Illinois) 09/01/1995 (Name changed from Coregis Indemnity Company
effective 11/07/2001)
North American Capacity Insurance Company
(New Hampshire) - The Northern Assurance Company Limited (U.K.)
08/11/1995
12/22/1995
06/30/1995 Northfield Insurance Company (Iowa)
LIST OF ELIGIBLE SURPLUS LINE INSURERS
.--- PAGE 8
INSURER
DATE:10/18/05
DATE APPROVED
(Domicile changed from Missouri to Iowa
effective 01/01/2002)
Nutmeg Insurance Company (Connecticut) 06/30/1995
The Ocean Marine Insurance Company Limited (U.K.) 12/22/1995
Pacific Insurance Company, Ltd. (Connecticut) 09/01/1995
Penn-Star Insurance Company (Pennsylvania) 11/13/2002
Philadelphia Insurance Company (Pennsylvania) 02 /14 /1997
ProNational Insurance Company (Michigan) 10/18/2005
QBE International Insurance Limited (U.K.) 01/06/1999
QBE Specialty Insurance Company (North Dakota) 08/01/2003
Quanta Specialty Lines Insurance Company (Indiana) 09/22/2004
SAFECO Surplus Lines Insurance Company (Washington) 10/20/1995 -c
Savers Property and Casualty Insurance Company
(Missouri ) 06/30/1995
Scottsdale Insurance Company (Ohio) 06/30/1995
Seneca Specialty Insurance Company (Arizona) 02/02/2004
Sirius International Insurance Corporation (Sweden) 02/08/1999
SR International Business Insurance Company
Limited (U.K.) 10/27/1995
St. Paul Surplus Lines Insurance Company (Delaware) 07/06/1995
Starr Excess Liability Insurance Company, Ltd. 12/01/1999
(Delaware)
Steadfast Insurance Company (Delaware) 07/18/1995
Sunderland Marine Mutual Insurance Company
Limited (U.K.) 10/27/1995
T.H.E. Insurance Company (Louisiana) 09/22/1995
Through Transport Mutual Insurance Association
Limited (Bermuda) 11/03/1995
LIST OF ELIGIBLE SURPLUS LINE INSURERS
e-- PAGE 9
DATE:10/18/05
INSURER DATE APPROVED
TM Specialty Insurance Company (Arizona) 12/20/2000
Traders & Pacific Insurance Company (Delaware) 02/23/1996
Travelers Excess and Surplus Lines Company(Connecticut)O6/06/1997
(Name changed from Aetna Excess & Surplus Lines
Company effective 07/01/1997)
Tudor Insurance Company (New Hampshire) 07/18/1995
United Coastal Insurance Company (Arizona) 09/01/1995
United National Insurance Company (Pennsylvania) 07/28/1995
USF Insurance Company (Pennsylvania) 09/01/1995
USF&G Specialty Insurance Company (Maryland) 11/09/1995
Voyager Indemnity Insurance Company (Georgia) 12/22/1995
c Westchester Surplus Lines Insurance Company (Georgia) 06/30/1995
Western Heritage Insurance Company (Arizona) 09/01/1995
Western World Insurance Company (New Hampshire) 06/30/1995
Wurttembergische Versicherung AG (Germany) 04/25/2001
Zurich Specialties London Limited (U.K.) 10/27 /1995
(Name changed from Zurich Reinsurance (London) Limited
effective 04/16/1999)
' These syndicates are eligible for business written under binding
authorities issued by the 2002 syndicate during 2002.
These syndicates are eligible for business written under binding
authorities issued by the 2003 syndicate during 2003. -
These syndicates are eligible for business written under binding
authorities issued by the 2004 syndicate during 2004.
Company Profile Page 1 of 2
Company Profile
NETHERLANDS INSURANCE COMPANY
(THE) 13 RIVERSIDE ROAD - 0 102 MARKETING SUPPORT UNIT
WESTON, MA 02493
Agent for Service of Process
JERE KEPRIOS, C/O CT CORPORATION SYSTEM 818 WEST SEVENTH STREET, 2ND FLOOR
LOS ANGELES, CA 90017
IJnable to Locate thc Agent for Service of Process?
Reference Information
NAIC #: 24171
NAIC Group #: 0111
California Company ID #: 2423-2
Date authorized in California:
Company Type: Property & Casualty
State of Domicile: NEW HAMPSHIRE
January 01, 1979
License Status: UNLIMITED-NORMAL
Lines of Insurance Authorized to Transact
The company is authorized to transact business within these lines of insurance. For an explanation of
any of these terms, please refer to the glossary.
AUTOMOBILE
BOILER AND MACHINERY
BURGLARY
FIRE
LIABILITY
MARINE
MISCELLANEOUS
PLATE GLASS
SPRINKLER
SURETY
http://cdinswww.insurance.ca.gov/pls/wu_coqrof/idb_cogrof-utl.get_cogro~p_EID=. . . 1 0/19/2005
Company Profile Page 2 of 2
.-
TEAM AND VEHICLE
I_
Company Complaint Information
Company Enforcement Action Documents
Company Performance &_Comparison Data
Composite Complaint Studies
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Help Me Find a Company Representative in MY Area
FinancialRating. Organizations
Last Revised - October 04,2005 11:40 AM
Copyright 0 California Department of Insurance
~~~ Disclaimer
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Company Profile Page 1 of2
Company Profile
INSURANCE COMPANY OF THE WEST
PO BOX 85563
SAN DIEGO, CA 92186-5563
800-877-1 11 1
Agent for Service of Process
Unable to Locate the Agent for Service of Process?
JAMES I11 W. AUSTIN, 11455 EL CAMINO REAL SAN DIEGO, CA 92130-2045
Reference Information
NAIC #:
NAIC Group #:
California Company ID #:
Date authorized in California:
License Status:
Company Type:
State of Domicile:
27847
0922
207 1-9
May 17,1972
Property & Casualty
CALIFORNIA
UNLIMITED-NORMAL
Lines of Insurance Authorized to Transact
The company is authorized to transact business within these lines of insurance. For an explanation of
any of these terms, please refer to the glossary.
AIRCRAFT
AUTOMOBILE
BOILER AND MACHINERY
BURGLARY
COMMON CARRIER LIABILITY
CREDIT
DISABILITY
FIRE
LIABILITY
MARINE
MISCELLANEOUS
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Company Profile Page 2 of 2
.-
PLATE GLASS
SPRINKLER
SURETY
TEAM AND VEHICLE
WORKERS' COMPENSATION
Company Complaint Information
Company EnforcementAction Docu~ne.n&
Company Performance & Co_mparison Data
Composite Ccmplaint Studies
Want More?
H.elph.le Find a Company Representative in My Area
Financial Rating Organizations
Last Revised - October 04, 2005 1 1 :40 AM
Copyright 0 California Department of Insurance
Disclaimer
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BIDDER'S STATEMENT'RE DEBARMENT
(To Accompany Proposal)
GEORGINA COLE LIBRARY
HVACR'EPLACEMENT
CONTRACT NO. FAC 05-01
1) Have you or any of your subcontractors ever been debarred as an irresponsible bidder by another jurisdiction in
Yes no 9
2) If yes, what wadwere the name(s) of the agency(ies) and what wadwere the period@) of debarment@)? Attach additional copies of this page to accommodate more than two debarments.
party debarred party debarred '
- agency agency
period of debarment period of debarment .
BY CONTRACTOR: f
Page f of 1 pages of this Re Debarment form I-
¶
I I
BIDDER’S DISCLOSURE OF DISCIPLINE RECORD
(To Accompany Proposal)
GEORGINA COLE LIBRARY
CONTRACT NO. FAC 05-01
HVAC R~PLACEMENT
Contractors are required by law to be licensed and regulated by the Contractors’ State License Board .
which has jurisdiction to investigate complaints against contractors if a complaint regarding a patent
act or omission is filed within four years of the date of the alleged violation. A complaint regarding a
latent act or omission pertaining to structural defects must be filed within 10 years of the date of the
alleged violation. Any questions concerning a contractor may .be referred tg the Registrar,
Contractors’ State License board, P,Q,Box WQ, Sacramento, €MEornk $5826.
Have you ever had your contractor’s license suspended or revoked by the California Contractors’
State license Board two or more times within an eight year period? x no
Has the suspension or revocation of your contractors license ever been stayed?
yes x no
Have any subcontractors’ that you propose to perform any portion of the Work ever had their
contractor’s lice’nse suspended or revoked by the California Contractors’ State license Board two
or more times within an eight year period?
-3- no
Has the suspension or revocation of the license of any subcontractor’s that you propose to
perform any portion of the Work ever been stayed? V
If the answer to either of 1. or 3. above is yes fully identify, in each and every case, the party
disciplined, the date of and violation that the disciplinary action pertain to, describe the nature of.
the violation and the disciplinary action taken therefor.
-Hue‘
Keeded attach additional sheets to provide full disclosure.)
Page f of / pages of this Disclosure of Discipline form A-
BIDDER'S DISCLOSURE OF DISCIPLINE RECORD
(CONTIN U E D)
(To Accompany Proposal)
GEORGINACOLE LIBRARY
HVAC REPLACEMENT
CONTRACT NO. FAC 05-01
6) If the answer to either of 2. or 4. above is yes fully identify, in each and every case, the party who's discipline was stayed, the date of the violation that the disciplinary action pertains to,
describe the nature of the violation and the condition (if any) upon which the disciplinary action was stayed. 3
(If needed attach additional sheets to provide full disclosure.)
BY CONTRACTOR:
I 'Page -/ of pages of this Djsclosure of Discipline form
I-
t
I I
i
!
NON-COLLUSION AFFIDAVIT TO BE EXECUTED
BY BIDDER AND SUBMITTED WITH BID
PUBLIC CONTRACT CODE SECTION 7106
GEORGINA COLE LISRARY
HVAC REPLACEMENT
CONTRACT NO. FAC 05-01
State of California )
and says that he or she is ,k/@
(Title) /
of
the patty making the foregoing bid that the bid is not made in the interest of, or on behalf of, any undisclosecl person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain
from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to
fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure
any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid.
(Name of Firm)
and correct and that this affidavit was executed on the ,20 057
.. .
Subscribed and sworn to before me on the 272 day of S.fe&Z , 20 @ s
(NOTARY SEAL) n
. Expires Feb 23.2008
CONTRACT
PUBLIC WORKS
This agreement is made this d day of OUChber 3 2oBs
by and between the City of Carlsbad, California, a municipal corporation, (hereinafter called "City"),
and
business is
ALPHA MECHANICAL, HEATING & AIR CONDITIONING, INC. whose principal place of
(hereinafter 4990 GREENCRAIG LANE STE. A SAN DIEGO CA 92123
called "Contractor").
City and Contractor agree as follows:
1.
for:
Description of Work. Contractor shall perform all work specified in the Contract documents
GEORGINA COLE LIBRARY
HVACREPLACEMENT
CONTRACT NO. FAC 05-01
(hereinafter called "project")
2.
equipment, and personnel to perform the work specified by the Contract Documents.
Provisions of Labor and Materials. Contractor shall provide all labor, materials, tools,
3. Contract Documents. The Contract Documents consist of this Contract, Notice Inviting Bids,
Contractor's Proposal, Bidder's Bond, Designation of Subcontractors, Designation of Owner
Operator/Lessors, Bidder's Statements of Financial Responsibility, Technical Ability and Experience,
Re Debarment, Non-collusion Affidavit, Escrow Agreement, Release Form, the Plans and
Specifications, the Supplemental Provisions, addendum(s) to said Plans and Specifications and
Supplemental Provisions, and all proper amendments and changes made thereto in accordance with
this Contract or the Plans and Specifications, and all bonds for the project; all of which are
incorporated herein by this reference.
.e-
Contractor, her/his subcontractors, and materials suppliers shall provide and install the work as
indicated, specified, and implied by the Contract Documents. Any items of work not indicated or
specified, but which are essential to the completion of the work, shall be provided at the Contractor's
expense to fulfill the intent of said documents. In all instances through the life of the Contract, the
City will be the interpreter of the intent of the Contract Documents, and the City's decision relative to
said intent will be final and binding. Failure of the Contractor to apprise subcontractors and materials
suppliers of this condition of the Contract will not relieve responsibility of compliance.
4. Payment. For all compensation for Contractor's performance of work under this Contract, City
shall make payment to the Contractor per section 9-3 PAYMENT of the Standard Specifications for
Public Works Construction (SSPWC) 2003 Edition, and the 2005 Cumulative Supplement thereto,
hereinafter designated "SSPWC", as issued by the Southern California Chapter of the American
Public Works Association, and as amended by the Supplemental Provisions section of this contract.
The Engineer will close the estimate of work completed for progress payments on the last working
day of each month.
F-
ew %# Revised 10/08/03 Contract No. FAC 05-01 Page 27 of 70 Pages
5. Independent Investigation. Contractor has made an independent investigation of the
jobsite, the soil conditions at the jobsite, and all other conditions that might affect the progress of the
work, and is aware of those conditions. The Contract price includes payment for all work that may be
done by Contractor, whether anticipated or not, in order to overcome underground conditions. Any
information that may have been furnished to Contractor by City about underground conditions or
other job conditions is for Contractor's convenience only, and City does not warrant that the
conditions are as thus indicated. Contractor is satisfied with all job conditions, including underground
conditions and has not relied on information furnished by City.
/"'
6. Hazardous Waste or Other Unusual Conditions. If the contract involves digging trenches
or other excavations that extend deeper than four feet below the surface Contractor shall promptly,
and before the following conditions are disturbed, notify City, in writing, of any:
A. Hazardous Waste. Material that Contractor believes may be material that is hazardous waste,
as defined in section 251 17 of the Health and Safety Code, that is required to be removed to a Class
I, Class II, or Class Ill disposal site in accordance with provisions of existing law.
B. Differing Conditions. Subsurface or latent physical conditions at the site differing from those
indicated.
C. Unknown Physical Conditions. Unknown physical conditions at the site of any unusual nature,
different materially from those ordinarily encountered and generally recognized as inherent in work of
the character provided for in the contract.
City shall promptly investigate the conditions, and if it finds that the conditions do materially so differ,
or do involve hazardous waste, and cause a decrease or increase in contractor's costs of, or the time
required for, performance of any part of the work shall issue a change order under the procedures
described in this contract.
r-
In the event that a dispute arises between City and Contractor whether the conditions materially
differ, or involve hazardous waste, or cause a decrease or increase in the contractor's cost of, or time
required for, performance of any part of the work, contractor shall not be excused from any
scheduled completion date provided for by the contract, but shall proceed with all work to be
performed under the contract. Contractor shall retain any and all rights provided either by contract or
by law which pertain to the resolution of disputes and protests between the contracting parties.
7. Immigration Reform and Control Act. Contractor certifies it is aware of the requirements
of the Immigration Reform and Control Act of 1986 (8 USC sections 1101-1525) and has complied
and will comply with these requirements, including, but not limited to, verifying the eligibility for
employment of all agents, employees, subcontractors, and consultants that are included in this
Contract.
8. Prevailing Wage. Pursuant to the California Labor Code, the director of the Department of
Industrial Relations has determined the general prevailing rate of per diem wages in accordance with
California Labor Code, section 1773 and a copy of a schedule of said general prevailing wage rates
is on file in the office of the City Engineer, and is incorporated by reference herein. Pursuant to
California Labor Code, section 1775, Contractor shall pay prevailing wages. Contractor shall post
copies of all applicable prevailing wages on the job site.
'3 Revised 10/08/03 Contract No. FAC 05-01 Page 28 of 70 Pages
9. Indemnification. Contractor shall assume the defense of, pay all expenses of defense, and
indemnify and hold harmless the City, and its officers and employees, from all claims, loss, damage,
injury and liability of every kind, nature and description, directly or indirectly arising from or in
connection with the performance of the Contract or work; or from any failure or alleged failure of
Contractor to comply with any applicable law, rules or regulations including those relating to safety
and health; and from any and all claims, loss, damages, injury and liability, howsoever the same may
be caused, resulting directly or indirectly from the nature of the work covered by the Contract, except
for loss or damage caused by the sole or active negligence or willful misconduct of the City.
The expenses of defense include all costs and expenses including attorneys' fees for litigation,
arbitration, or other dispute resolution method.
r
Contractor shall also defend and indemnify the City against any challenges to the award of the
contract to Contractor, and Contractor will pay all costs, including defense costs for the City. Defense
costs include the cost of separate counsel for City, if City requests separate counsel.
Contractor shall also defend and indemnify the City against any challenges to the award of the
contract to Contractor, arising in whole or in part from alleged inaccuracies or misrepresentation by
the Contractor, whether intentional or otherwise, and Contractor will pay all costs, including defense
costs for the City. Defense costs include the cost of separate counsel for City, if City requests
separate counsel.
10. insurance. Contractor shall procure and maintain for the duration of the contract insurance
against claims for injuries to persons or damage to property which may arise from or in connection
with the performance of the work hereunder by the Contractor, his or her agents, representatives,
employees or subcontractors. Said insurance shall meet the City's policy for insurance as stated in
Resolution No. 91 -403.
(A) Coverages And Limits Contractor shall maintain the types of coverages and minimum limits indicted herein:
,r
a. Comprehensive General Liability Insurance: $1,000,000 combined single limit per occurrence
for bodily injury and property damage. If the policy has an aggregate limit, a separate aggregate in
the amounts specified shall be established for the risks for which the City or its agents, officers or
employees are additional insured.
b. Business Automobile Liability Insurance: $1,000,000 combined single limit per accident for
bodily injury and property damage. In addition, the auto policy must cover any vehicle used in the performance of the contract, used onsite or offsite, whether owned, non-owned or hired, and whether
scheduled or non-scheduled. The auto insurance certificate must state the coverage is for "any auto"
and cannot be limited in any manner.
c. Workers' Compensation and Employers' Liability insurance: Workers' compensation limits
as required by the Labor Code of the State of California and Employers' Liability limits of $1,000,000
per incident. Workers' compensation offered by the State Compensation Insurance Fund is
acceptable to the City.
(B) Additional Provisions. Contractor shall ensure that the policies of insurance required under
this agreement with the exception of Workers' Compensation and Business Automobile Liability
Insurance contain, or are endorsed to contain, the following provisions.
43 Revised 10/08/03 Contract No. FAC 05-01 Page 29 of 70 Pages
a. The City, its officials, employees and volunteers are to be covered as additional insured as
respects: liability arising out of activities performed by or on behalf of the Contractor; products and
completed operations of the contractor; premises owned, leased, hired or borrowed by the
contractor. The coverage shall contain no special limitations on the scope of protection afforded to
the City, its officials, employees or volunteers. All additional insured endorsements must be
evidenced using separate documents attached to the certificate of insurance; one for each company
affording general liability, and employers' liability coverage.
P
b. The Contractor's insurance coverage shall be primary insurance as respects the City, its
officials, employees and volunteers. Any insurance or self-insurance maintained by the City, its
officials, employees or volunteers shall be in excess of the contractor's insurance and shall not
contribute with it.
c.
to the City, its officials, employees or volunteers.
Any failure to comply with reporting provisions of the policies shall not affect coverage provided
d. Coverage shall state that the contractor's insurance shall apply separately to each insured
against whom claim is made or suit is brought, except with respect to the limits of the insurer's
liability.
(C) Notice Of Cancellation. Each insurance policy required by this agreement shall be endorsed to
state that coverage shall not be nonrenewed, suspended, voided, canceled, or reduced in coverage
or limits except after thirty (30) days' prior written notice has been given to the City by certified mail,
return receipt requested.
(D) Deductibles And Self-Insured Retention (S.I.R.) Levels. Any deductibles or self-insured
retention levels must be declared to and approved by the City. At the option of the City, either: the
insurer shall reduce or eliminate such deductibles or self-insured retention levels as respects the
City, its officials and employees; or the contractor shall procure a bond guaranteeing payment of
losses and related investigation, claim administration and defense expenses.
/--
(E) Waiver Of Subrogation. All policies of insurance required under this agreement shall contain a
waiver of all rights of subrogation the insurer may have or may acquire against the City or any of its
officials or employees.
(F) Subcontractors. Contractor shall include all subcontractors as insured under its policies or shall furnish separate . certificates and endorsements for each subcontractor. Coverages for
subcontractors shall be subject to all of the requirements stated herein.
(G) Acceptability Of Insurers. Insurance is to be placed with insurers that have a rating in Best's
Key Rating Guide of at least A-:V. Insurers must also be authorized to transact the business of
insurance by the State of California Insurance Commissioner as admitted carriers as evidenced by a
listing in the official publication of the Department of Insurance of the State of California and/or under
the standards specified by the City Council in Resolution No. 91 -403.
(H) Verification Of Coverage. Contractor shall furnish the City with certificates of insurance and
original endorsements affecting coverage required by this clause. The certificates and endorsements
for each insurance policy are to be signed by a person authorized by that insurer to bind coverage on
its behalf. The certificates and endorsements are to be in forms approved by the City and are to be
received and approved by the City before the Contract is executed by the City.
(I) Cost Of Insurance. The Cost of all insurance required under this agreement shall be included in the Contractor's bid.
7
<$ Revised 10/08/03 Contract No. FAC 05-01 Page 30 of 70 Pages
11. Claims and Lawsuits. All claims by contractor for $375,000 or less shall be resolved in
accordance with the provisions in the Public Contract Code, Division 2, Part 3, Chapter 1, Article 1.5
(commencing with section 201 04) which are incorporated by reference. A copy of Article 1.5 is
included in the Supplemental Provisions I section. The contractor shall initially submit all claims over
$375,000 to the City using the informal dispute resolution process described in Public Contract Code
subsections 201 04.2(a), (c), (d). Notwithstanding the provisions of this section of the contract, all
claims shall comply with the Government Tort Claim Act (section 900 et seq., of the California
Government Code) for any claim or cause of action for money or damages prior to filing any lawsuit
for breach of this agreement.
/
(A) Assertion of Claims. Contractor hereby agrees that any contract claim submitted to the City
must be asserted as part of the contract process as set forth in this agreement and not in anticipation
of litigation or in conjunction with litigation.
(B) False Claims. Contractor acknowledges that if a false claim is submitted to the City, it may be
considered fraud and the Contractor may be subject to criminal prosecution.
(C) Government Code. Contractor acknowledges that California Government Code sections 12650
et seq., the False Claims Act, provides for civil penalties where a person knowingly submits a false
claim to a public entity. These provisions include false claims made with deliberate ignorance of the
false information or in reckless disregard of the truth or falsity of the information.
(D) Penalty Recovery. If the City of Carlsbad seeks to recover penalties pursuant to the False
Claims Act, it is entitled to recover its litigation costs, including attorney's fees.
(E) Debarment for False Claims. Contractor hereby acknowledges that the filing of a false claim may subject the Contractor to an administrative debarment proceeding wherein the Contractor may
be prevented from further bidding on public contracts for a period of up to five years.
-
(F) Carlsbad Municipal Code. The provisions of Carlsbad Municipal Code sections 3.32.025, 3.32.026, 3.32.027 and 3.32.028 pertaining to false claims are incorporated herein by reference.
(G) Debarment from Other Jurisdictions. Contractor hereby acknowledges that debarment by
another jurisdiction is grounds for the City of Carlsbad to disqualify the Contractor or subcontractor
from participating in future contract bidding.
(H) Jurisdiction. Contractor agrees and hereby stipulates that the proper venue and jurisdiction for
resolution of any disputes between the parties arising out of this agreement is San Diego County,
California.
I have read and understand all provisions of Section 11 above. b/ init HKinit
12. Maintenance of Records. Contractor shall maintain and make available at no cost to the City,
upon request, records in accordance with sections 1776 and 181 2 of Part 7, Chapter 1, Article 2, of
the Labor Code. If the Contractor does not maintain the records at Contractor's principal place of
business as specified above, Contractor shall so inform the City by certified letter accompanying the
return of this Contract. Contractor shall notify the City by certified mail of any change of address of
such records.
13. Labor Code Provisions. The provisions of Part 7, Chapter 1, commencing with section 1720 of
the Labor Code are incorporated herein by reference. 7
<$ Revised 10/08/03 Contract No. FAC 05-01 Page 31 of 70 Pages
14. Security. Securities in the form of cash, cashier's check, or certified check may be substituted
for any monies withheld by the City to secure performance of this contract for any obligation
established by this contract. Any other security that is mutually agreed to by the Contractor and the
City may be substituted for monies withheld to ensure performance under this Contract.
rc
15. Provisions Required by Law Deemed Inserted. Each and every provision of law and clause
required by law to be inserted in this Contract shall be deemed to be inserted herein and included
herein, and if, through mistake or otherwise, any such provision is not inserted, or is not correctly
inserted, then upon application of either partyl the Contract shall forthwith be physically amended to
make such insertion or correction.
16. Additional Provisions. Any additional provisions of this agreement are set forth in the "General
Provisions" or "Supplemental Provisions" attached hereto and made a part hereof.
NOTARIAL ACKNOWLEDGMENT OF EXECUTION BY ALL SIGNATORIES MUST BE
AlTACHED
1 (sign here)
(print name and title) )
President or vice-president and secretary or assistant secretary must sign for c6$9@&tb%. If only
one officer signs, the corporation must attach a resolution certified by the secretary or assistant
secretary under the corporate seal empowering that officer to bind the corporation.
APPROVED AS TO FORM:
RONALD R. BALL
City Attorney
By:
4m fS Revised 10/08/03 Contract No. FAC 05-01 Page 32 of 70 Pages
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT I-
-
/.-
I State of California
On oc/t-ober 27, 2o05 beforeme, Jdcquel[fle b-[ fSano, dd%-w
personally appeared M 1LbG-d Vo 1.F Date Name and Title of Gificer (e.g., 'Jane Ode, Notary Public") I
Name@) of Signsr(s)
Bpersonally known to me
0 proved to me on the basis of satisfactory
evidence
to be the person(s) whose name(s) is/are
subscribed to the within instrument and
acknowledged to me that he/she/they executed
the same in his/her/their authorized
capacity(ies), and that by his/her/their
signature(s) on the instrument the person(s), or
the entity upon behalf of which the person(s)
acted, executed the instrument.
WITNfSS my hand and official seal.
OPTIONAL
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fraudulent removal and reattachment of this form to another document.
Description of Attached Document
Title or Type of Document:
Document Date: Number of Pages:
Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Signer
Signer's Name:
0 Individual c3 Corporate Officer - Title(s):
c7 Partner - 0 Limited General 0 Attorney-in-Fact
0 Trustee 0 Guardian or Conservator
0 Other: .
Signer Is Representing:
0 1999 National Notary Association - 9350 De Sot0 Ave., P.O. Box 2402 - Chatswolih. CA 91313-2402 * www.nationalnotary.org Prod. No. 5907 Reorder: Call Tali-Free 1-800-876-6827
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT -
State of California 'I
On &d-O!w 2-71 2005
personally appeared
before me, Juqudiw IdlrSOh,
Date Name and Tale of Officer (e g., "Jane Dds, Notary Public") 1
Name@) of Signer(s)
)$personally known to me
0 proved to me on the basis of satisfactory
evidence
to be the person@) whose name@) idare
subscribed to the within instrument and
acknowledged to me that he/she/they executed
the same in his/her/their authorized
capacity(ies), and that by his/her/their
signature(s) on the instrument the person(s), or
the entity upon behalf of which the person(s)
acted, executed the instrument.
WITNESS my hand and official seal.
OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent
fraudulent removal and reattachment of this form to another document.
Description of Attached Document
Title or Type of Document:
Document Date: Number of Pages:
Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Signer
Signer's Name:
0 Individual 0 Corporate Officer - Title@):
E Partner - 0 Limited D General
0 Attorney-in-Fact 0 Trustee
Guardian or Conservator
0 Other:
Signer Is Representing:
(0 1999 National Notary Association * 9350 De Soto Ave., P.O. BOX 2402 - Chatsworth, CA 91313-2402 * www.nationdnotaiy.org Prod. No. 5907 Reorder: Call Toil-Free 1-800-876-6827
r, .
r+ 4
Bond No.: SU 5017263
Premium: $15,449.00
Premium is for Contract Term and is Subject
to Adjustment Based on Final Contract Price
FAITHFUL PERFORMANCEWARRANTY BOND
WHEREAS, the City Council of the City of Carlsbad, State of California, by Resolution No. 2005-309,
adopted OCTOBER 18,2005 , has awarded
to ALPHA MECHANICAL, HEATING & AIR CONDITIONING, INC. (hereinafter designated as the "Principal"), a Contract 6r;
GEORGINA COLE LIBRARY
HVAC REPLACEMENT
CONTRACT NO. FAC 05-01
in the City of Carlsbad, in strict conformity with the contract, the drawings and specifications, and
other Contract Documents now on file in the Office of the City Clerk of the City of Carlsbad, all of
which are incorporated herein by this reference.
WHEREAS, Principal has executed or is about to execute said Contract and the terms thereof
require the furnishing of a bond for the faithful performance and warranty of said Contract;
NOW, THEREFORE, WE, ALPHA MECHANICAL. HEATING & AIR CONDITIONING, INC. , as
Principal, (hereinafter designated as the "Cor.tractor"), and __ as Surety, are held firmly bound unto the City of
Gsbad in the sum of ONE MILLION TWENTY NINE THOUSAND NINE HUNDRED
Dollars ($1,029,900), said sum being an amourit equal to: One hundred percent (100%) of the total
amount payable under the terms of (he contract by ihe City of Carlsbad, and for which payment well
and truly to be made we bind ourselves, our heirs, executors and administrators, successors, or
assigns, jointly and severally, firmly by these presents,
THE CONDITION OF THIS OBLIGATION IS SUCH that if the above bounden Contractor, their heirs,
executors, administrators, successors or assigns, shall in all things sland Lo arid abide by, and well
and truly keep and perform the covenants, cmditions, and agreements in the Contract and any
alteration thereof made as therein provided on heir part, to be kept and performed at the time and in
the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless the City of Carlsbad, its officers, employees and agents, as therein
stipulated, then this obligation shall become null and void; otherwise it shall remain in full force and effect.
As a part of the obligation secured hereby and in addition to the face amount specified therefor, there
shall be included costs and reasonable expenses and fees, including reasonable attorneys fees.
incurred by the City in successfully enforcing such ohligation, all to be taxed as costs and included in any judgment rendered.
Surety stipulates and agrees that no change, extension of time, alteration or addition to the terms of
the Contract, or to the work to be performed thereunder or the specifications accompanying the
same shall affect its obligations on this bond, and it does hereby waive notice of any change.
extension of time, alterations or addition to the terms of the contract or to the work or to the
specifics tions.
In the event that Contractor is an individual, it is agreed that the death of any such Contractor SllaIi
not exonerate the Surety from its obligations Lnder this bond.
Executed by CONTRACTOR this
day of ,202L.
CONTRACTOR:
Abha Mechanical. Heatina & Air Conditioning, Inc.
I Michael Volf
(print name here)
Vice Pres ident .
(Titie and Organizatfi of Signatory) $ (sign here)
1
Ro- (print name here)
Executed by SURETY this 28th day of
October -9 2005
SURETY
Arch Insurance Company
(name of Surety)
135 N. Los Robles Avenue, #825, Pasadena, CA 91101
(address of Surety)
626-639-5254
Leslie Hahn, Attorney-ln-Fact
(printed name of Attorney-in-Fact)
(Attach corporate resolution showing current power of attorney.)
-c Secretary
(Title and Organization of signatory)
(Proper notarial acknowledgment of execution by CONTRACTOR and SURETY must be attached.)
(President or vice-president and secretary or assistant secretary must sign for corporations. If orly
one officer signs, the corporation must attach a resolution certified by the secretary or assislani
secretary under corporate seal empowering that officer to bind the corporation.)
APPROVED AS TO FORM:
RONALD R. BALL
City Attorney
By: ,
reputy City Attorney -v
a Revised 10/08/03 Contract No. FAC n5-nl Pano ?R nf 7n Panac
STATE OF California
COUNTY OF Sari Diego
On October 28, 2005 , bejiwe me,
PERSONALLY APPEARED
} ss.
Janis E. Theodore, Notary Public
Leslie Hahn
I Janis E. Theodore, Notary Public On October 28, 2005 , bejiwe me,
Yahn I ACI:A
personully knowvi to me (~~~~/~~~~~~~~/~~~~~~// #lJ&%) to be the per.son(@ whose name(s) idare subscribed to the
within instrument and acknowledged to me that Uehhe/tll;BLexecuted
the sume in WherhW#authnrized capacity(&), and tht by &?&erMir
.signuture& on the instrument the person($, or the entify upon behalf
of which the person($) acted, executed the instrument.
WITNESS my hmid und @cia1 seal.
This area for Oficial Notarial Seal
OPTIONAL
Though the data below is not required by law, it may prove valuable to persons relying on the document and could
prevent fraudulent reattachment of this form.
CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT
0 INDIVIDUAL
0 CORPORATE OFFICER
TITLE@)
PARTNER(S) 0 LIMITED
[7 ATTORNEY -I N-FACT
0 TRUSTEE(S)
0 GUARDIANKONSERVATOR
0 OTHER:
0 GENERAL
SIGNER IS REPRESENTING:
NAME OF PERSONIS) OR ENTITY(IES)
TITLE OF TYPE OF DOCUMENT
NUMBER OF PAGES
DATE OF DOCUMENT
SIGNER(S) OTHER THAN NAMED ABOVE
ALL-PURPOSE ACKNOWLEDGEMENT ID-1232 (REV 5/01)
/ CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
State of California 1
Name and Ttie of Offner (e g , “Jane Doe, Notary Public’f
On ocsbh 2Oo5 before me,
personally appeared
Name@) of Signer@)
personally known to me
0 proved to me on the basis of satisfactory
evidence
to be the person(s) whose name(s) is/are
subscribed to the within instrument and
acknowledged to me that he/she/they executed
the same in his/her/their authorized
capacity(ies), and that by his/her/their
signature(s) on the instrument the person@), or
the entity upon behalf of which the person(s)
acted, executed the instrument.
WITNESS my hand and official seal.
Signature of Notary Public
OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent
fraudulent removal and reattachment of this form to another document.
Description of Attached Document
Title or Type of Document:
Document Date: Number of Pages:
Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Signer
Signer’s Name:
0 Individual
Corporate Officer - Title(s):
C Partner - 0 Limited 0 General 0 Attorney-in-Fact
Trustee
0 Guardian or Conservator
Other:
Signer Is Representing:
Q 1999 National Notary Association * 9350 De Soto Ave.. P.O. Box 2402 * Chatswolih, CA 91 31 3-2402 * www.nationalnotary.org Prod. No. 5907 Reorder: Call Toll-Free 1-800-876-6827 *,
-c-
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
State of California I
&personally known to me
[J proved to me on the basis of satisfactory
evidence
to be the person(s) whose name(s) idare
subscribed to the within instrument and
acknowledged to me that he/she/they executed
the same in his/her/their authorized
capacity(ies), and that by his/her/their
signature(s) on the instrument the person(s), or
the entity upon behalf of which the person@)
acted, executed the instrument.
OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent
fraudulent removal and reattachment of this form to another document.
Description of Attached Document
Title or Type of Document:
Document Date: Number of Pages:
Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Signer
Signer’s Name:
0 Individual 0 Corporate Officer - Title(s):
0 Partner - 0 Limited General 0 Attorney-in-Fact
Trustee
0 Guardian or Conservator
0 Other:
Signer Is Representing:
0 1999 National Notaly Association - 9350 De Sot0 Ave.. P.O. Box 2402 Chatsworth. CA 9131 3-2402 w.nationaIno~.org Prod. No. 5907 Reorder: Call Toll-Free 1-800-876-6827
L. .
POWER OF ATTORNEY
-loft
U
STATE OF CONNECTlCVT SS
COUNTYOFFAIRFIELO SS
Bond No.: SU 5017263
Premium is Included in the Performance Bond
--
LABOR AND MATERIALS BOND
WHEREAS, the Clty Council of the City of Carlsbad, Slate of California, by Resolution No. 2005-309, adoptd OCTOBER 18.2005 , has awarded
to ALPHA MECHANICAL, HEATING-& AIR CONDITIONING, INC. (hereinafter
designated as the ”Principal”), a Contract br:
GEORGINA COLE LIBRARY
HVACREPLACEMENT
CONTRACT NO. FAC 05-01
in the City of Carlsbad, in strict conformity with the drawings and specifications, and other Contract
Documents now on file in the Office of the City Clerk of the City of Carlsbad and ail of which are
incorporated herein by this reference.
WHEREAS, Principal has executed or is about to execute said Contract and the terms thereof
require the furnishing of a bond, providing that I! Principal or any of their subcontractors shall fail to
pay for any materials, provisions, provender or other supplies or teams used in, upon or about the
performance of the work agreed to be done, or for any work or labor done thereon of any kind, the
Surety on this bond will pay the same to (he extent hereinafter set forth.
NOW, THEREFORE, WE, ALPHA MECHANICAL, HEATING & AIR CONDITIONING, INC. , as
Principal, (hereinafter designated as the “Contractor”), and Arch insurance Company
as Surety, are held firmly bound unto the City of
C3sbad in the sum of ONE MILLION TWENTY NINE THOUSAND NINE HUNDRED
Dollars ($1,029,900), said sum being an amount equal to: One hundred percent (100%) of the total
amount payable under the terms of the contract by the City of Carlsbad, and for which payment well
and truly to be made we bind ourselves, our heirs, executors and administrators, successors, or
assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH that if the Contractor or hislher subcontractors fail to pay for any materials, provisions, provender, supplies. or teams used in, upon, for, or about the
performance of the work contracted to be done, or for any other work or labor thereon of any kind,
consistent with California Civil Code section 3181, or for amounts due under the Unemployment
Insurance Code with respect to the work or labor performed under this Contract, or for any amounts required to be deducted, withhekl, and paid over to the Employment Development Department from
the wages of employees of the Contractor and subcontractors pursuant to section 13020 of the
unemployment insurance Code with respect to the work and labor, that the Surety will pay for the
same, and, also, in case suit is brought upon the bond, reasonable attorney’s fees, to be fixed by the
court consistent with Ca!ifornia Civil Code section 3248.
This bond shall inure to the benefit of any of the persons named in California Civil Code section
31 81, so as to give a right of action to those persons or their assigns in any suit brought upon the
bond.
Surety stipulates and agrees that no change, extension of time, alteration or addition to the terms of
the Contract, or to the work to be performed thereunder or the specificafions accompanying the
same shall affect it5 obligations on this bond, and it does hereby waive notice of any change, extension of time, alterations or addition to the terms of the contract or to the work or to the
specifications.
,-
./--
in the event that Contractor is an individual, it is agreed that the death of any such Contractor shall not exonerate the Surety from its obligations under this bond.
Executed by CONTRACTOR this - Executed by SURETY this 28th day
day ut ,20&. of October
CONTRACTOR: SURETY
, 2005
Arch Insurance Company , Inc.
(name of Surety)
(address of Surety)
1XN. Los Robles Avenue, #825, Pasadena, CA 91101
Michael Volf -
Leslie Hahn, Attorney-In-fact -
(printed name of Attorney-in-fact)
(attach corporate resolution showing current power
(print name here) of attorney)
[[ifk and organization of signatory)
(Proper notarial acknowledgment of execution by CONTRACTOR and SURETY must be attached.)
(President or vice-president and secretary or assistant secretary must sign for corporations. If only one officer signs, the corporation must attach a resolution certified by the secretary or assistant secretary under corporate seal empowering that officer to bind the corporation.)
APPROVED AS TO FORM:
RONALD R. BALL
Revised 10/08/03
POWER OF AlTORNEY
Pagold2
STATE OF CONNECTICUT SS
P402d2
STATE OF California
COUNTY OF Sari Diego
On October 28, 2005 , bejhre me,
PERSONALLY APPEARED
} ss.
Janis E. Theodore, Notary Public
Leslie Hahn
personully kiown to me (~~~~~/~~~~~~~~/~U~~~~//
&Hk#&) to be the person($l whose nume(s) i.dure subscribed to the
within instrument arid acknowledged to me thut Vehhe/th@executed
the scune in mer/)j#j'authorized capcity(&), und thut by h%&r/wir
signutureg) on the instrument the person(q), or the entity upon behulf
of' which the person($) acted, executed the instrument.
WITNESS my hand and c#icial seul.
n
This area for Oflcial Notarial Seal
OPTIONAL
Though the data below is not required by law, it may prove valuable to persons relying on the document and could
prevent fraudulent reattachment of this form.
CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT
17 INDIVIDUAL
CORPORATE OFFlCER TITLE OF TYPE OF DOCUMENT
c] PARTNER(S) 0 LIMITED
ATTORNEY-IN-FACT
TRUSTEE(S)
0 GUARDIAN/CONSERVATOR
0 GENERAL
NUMBER OF PAGES
OTHER:
DATE OF DOCUMENT _-____.
__
SIGNER IS REPRESENTING:
NAME OF PERSONIS) OR ENTITYOES)
SIGNER(S) OTHER THAN NAMED ABOVE
10-1232 (REV. 5/01) ALL-PURPOSE ACKNOWLEDGEMENT
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
State of California 1
.
personally appeared Date MtchwI 10 if &tC?udi h50 n, dbftutl
Name and Title of Officer (e g , 'Jane ~oe, Notary Publdf
On o&bbet- 28i2Oo5 before me,
Name(s) of Signer@)
&personally known to me
0 proved to me on the basis of satisfactory
evidence
to be the person(s) whose name(s) is/are
subscribed to the within instrument and
acknowledged to me that helshelthey executed
the same in his/her/their authorized
capacity(ies), and that by his/her/their
signature(s) on the instrument the person(s), or
the entity upon behalf of which the person(s)
acted, executed the instrument.
RITNESS my hand and official seal.
\&A *
Signature of Notaiy Public
OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent
fraudulent removal and reattachment of this form to another document.
Description of Attached Document
Title or Type of Document:
Document Date: Number of Pages:
Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Signer
Signer's Name:
0 Individual 0 Corporate Officer - Title(s): 0 Partner - 0 Limited 0 General
0 Attorney-in-Fact
0 Trustee
0 Guardian or Conservator
0 Other:
Signer Is Representing:
0 1999 National Notary Association - 9350 De Sot0 Ave., P.O. Box 2402 * Chatsworth, CA 91 31 3-2402 * www.nationalnotary.org Prod. No. 5907 Reorder: Call Toll-Free 1-800-876-8827
I
-
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
State of California I
Name@) of Signer@)
ary Public - Californla
San Dlego County
vComm. mires Feb 23.2008
&personally known to me
'Z proved to me on the basis of satisfactory
evidence
to be the person(s) whose name(s) islare
subscribed to the within instrument and
acknowledged to me that helshelthey executed
the same in his/her/their authorized
capacity(ies), and that by his/her/their
signature(s) on the instrument the person(s), or
the entity upon behalf of which the person@)
acted, executed the instrument.
WITNESS my hand and official seal.
OPTlONA L
Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document.
Description of Attached Document
Title or Type of Document:
Document Date: Number of Pages:
Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Signer
Signer's Name:
0 Individual 0 Corporate Officer - Title(s):
Partner - 0 Limited 0 General 0 Attorney-in-Fact
0 Trustee C Guardian or Conservator 0 Other:
Signer Is Representing: u
0 1999 National NotaryAssociation' 9350 De Soia Ave., P.O. Box24M*Chatsworth. CA91313-2402 *www,ationalnotary.org Prod. No. 5907 Reorder: Call Toll-Free 1-800-876-6827 -. 1
rc
c
8*
“q
ARCH Ins1 rance Company ARCH Surety
NOTICE - DISCLOSURE OF TERRORISM PREMIUM
In accordance with the Terrorism Risk Insurance Act of 2002, we are providing this
disclosure notice for bonds on which Arch Insurance Company is the surety.
DISCLOSURE OF PREMIUM
The portion of the premium attributable to coverage for terrorist acts certified under the
Act is Zero Dollars ($0.00).
DISCLOSURE OF FEDERAL PARTICIPATION IN PAYMENT OF TERRORISM
LOSSES
The United States will pay ninety percent (90%) of covered terrorism losses exceeding
the applicable insurer deductible.
/-
OPTIONAL ESCROW AGREEMENT FOR
SECURITY DEPOSITS IN LIEU OF RETENTION
This Escrow Agreement is made and entered into by and between the City of Carlsbad whose
address is 1200 Carlsbad Village Drive, Carlsbad, California, 92008, hereinafter called 'City'' and
whose address is
he rei nafte r called
"Contractor" and whose address is
hereinafter
called "Escrow Agent."
For the consideration hereinafter set forth, the City, Contractor and Escrow Agent agree as follows:
1. Pursuant to sections 22300 and 10263 of the Public Contract Code of the State of California,
the Contractor has the option to deposit securities with the Escrow Agent as a substitute for retention
earnings required to be withheld by the City pursuant to the Construction Contract entered into
between the City and Contractor for:
GEORGINA COLE LIBRARY
HVACREPLACEMENT
CONTRACT NO. FAC 05-01
in the amount of dated (hereinafter referred to
as the "Contract"). Alternatively, on written request of the Contractor, the City shall make payments of
the retention earnings directly to the Escrow Agent. When the Contractor deposits the securities as a
substitute for Contract earnings, the Escrow Agent shall notify the City within 10 days of the deposit.
The Escrow Agent shall maintain insurance to cover negligent acts and omissions of the Escrow
Agent in connection with the handling of retentions under these sections in an amount not less than
$100,000 per contract. The market value of the securities at the time of the substitution shall be a
least equal to the cash amount then required to be withheld as retention under the terms of the
contract between the City and Contractor. Securities shall be held in the name of the City and shall
designate the Contractor as the beneficial owner.
2. The City shall make progress payments to the Contractor for such funds which otherwise would
be withheld from progress payments pursuant to the Contract provisions, provided that the Escrow
Agent holds securities in the form and amount specified above.
3. When the City makes payment of retentions earned directly to the Escrow Agent, the Escrow
Agent shall hold them for the benefit of the Contractor until such time as the escrow created under
this contract is terminated. The Contractor may direct the investment of the payments into securities.
All terms and conditions of this agreement and the rights and responsibilities of the parties shall be
equally applicable and binding when the City pays the Escrow Agent directly.
4. The Contractor shall be responsible for paying all fees for the expenses incurred by the Escrow
Agent in administering the Escrow Account and all expenses of the City. These expenses and
payment terms shall be determined by the City, Contractor and Escrow Agent. rc
Revised 10/08/03 Contract No. FAC 05-01 Page 37 of 70 Pages
5. The interest earned on the securities or the money market accounts held in escrow and all
interest earned on that interest shall be for the sole account of Contractor and shall be subject to withdrawal by Contractor at any time and from time to time without notice to the City.
6. Contractor shall have the right to withdraw all or any part of the principal in the Escrow Account only by written notice to Escrow Agent accompanied by written authorization from City to the Escrow Agent that City consents to the withdrawal of the amount sought to be withdrawn by Contractor.
7. The City shall have a right to draw upon the securities in the event of default by the Contractor. Upon seven days' written notice to the Escrow Agent from the City of the default, the Escrow Agent shall immediately convert the securities to cash and shall distribute the cash as instructed by the City.
8. Upon receipt of written notification from the City certifying that the Contract is final and complete and that the Contractor has complied with all requirements and procedures applicable to the Contract, the Escrow Agent shall release to Contractor all securities and interest on deposit less escrow fees and charges of the Escrow Account. The escrow shall be closed immediately upon disbursement of all moneys and securities on deposit and payments of fees and charges.
r-
9. The Escrow Agent shall rely on the written notifications from the City and the Contractor pursuant
to sections (1) to (8), inclusive, of this agreement and the City and Contractor shall hold Escrow Agent harmless from Escrow Agent's release, conversion and disbursement of the securities and interest as set forth above.
10. The names of the persons who are authorized to give written notices or to receive written notice
on behalf of the City and on behalf of Contractor in connection with the foregoing, and exemplars of
their respective signatures are as follows:
For City: Title FINANCE DIRECTOR
Name
Signature
Address
For Contractor:
For Escrow Agent:
Title
Name
Address
Title
Name
Signature
Address
At the time the Escrow Account is opened, the City and Contractor shall deliver to the Escrow Agent
a fully executed counterpart of this Agreement.
Revised 10/08/03 Contract No. FAC 05-01 Page 38 of 70 Pages
,r
IN WITNESS WHEREOF, the parties have executed this Agreement by their proper officers on the
date first set forth above.
For City:
For Contractor:
For Escrow Agent:
a Revised 10/08/03
Title MAYOR
Name
Signatu re
Address
Title
Name
Signature
Address
Title
Name
Signature
Address
Contract No. FAC 05-01 Page 39 of 70 Pages
SUPPLEMENTAL PROVISIONS
FOR
GEORGINA COLE LIBRARY
HVAC REPLACEMENT
CONTRACT NO. FAC 05-01
CITY OF CARLSBAD
SUPPLEMENTAL PROVISIONS TO
"GREENBOOK"
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
2003 EDITION
PART I, GENERAL PROVISIONS
SECTION 1 -- TERMS, DEFINITIONS ABBREVIATIONS AND SYMBOLS
1-1 TERMS
Add the following section:
1-1 .I Reference to Drawings. Where words "shown", "indicated", "detailed", "noted", "scheduled",
or words of similar import are used, it shall be understood that reference is made to the plans
accompanying these provisions, unless stated otherwise.
Add the following section:
1-1.2 Directions. Where words "directed", "designated", "selected", or words of similar import are
used, it shall be understood that the direction, designation or selection of the Engineer is intended,
unless stated otherwise. The word "required" and words of similar import shall be understood to
mean "as required to properly complete the work as required and as approved by the Engineer,"
unless stated otherwise.
Add the following section:
1-1.3 Equals and Approvals. Where the words "equal", "approved equal", "equivalent", and such
words of similar import are used, it shall be understood such wrds are followed by the expression "in
the opinion of the Engineer", unless otherwise stated. Where the words "approved", "approval",
"acceptance", or words of similar import are used, it shall be understood that the approval,
acceptance, or similar import of the Engineer is intended.
Add the following section:
1-1.4 Perform. The word "perform" shall be understood to mean that the Contractor, at its
expense, shall perform all operations, labor, tools and equipment, and further, including the
furnishing and installing of materials that are indicated, specified or required to mean that the
Contractor, at its expense, shall furnish and install the work, complete in place and ready to use,
including furnishing of necessary labor, materials, tools, equipment, and transpohtion.
@ Revised 10/08/03 Contract No. FAC 05-01
1-2 DEFINITIONS. Modify as follows: The following words, or groups of words, shall be exclusively
defined by the definitions assigned to them herein.
Agency - the City of Carlsbad, California.
City Council -the City Council of the City of Carlsbad.
City Manager - the City Manager of the City of Carlsbad or hidher approwd representative.
Dispute Board - persons designated by the City Manager to hear and advise the City Manager on
claims submitted by the Contractor. The City Manager is the last appeal level for informal dispute
resolution.
Engineer - the Public Works Director of the City of Carlsbad or hidher approved representative.
The Engineer is the third lewl of appeal for informal dispute resolution.
Minor Bid Item - a single contract item constituting less than 10 percent (10%) of the original
Contract Price bid.
Own Organization - When used in Section 2-3.1 - Employees of the Contractor who are hired,
directed, supervised and paid by the Contractor to accomplish the completion of the Work. Further,
such employees have their employment taxes, State disability insurance payments, State and
Federal income taxes paid and administered, as applicable, by the Contractor. When used in
Section 2-3. I ”own organization” means construction equipment that the Contractor owns or leases
and uses to accomplish the Work. Equipment that is owner operated or leased equipment with an
operator is not part of the Contractor’s Own Organization and will not be included for the purpose of
compliance with section 2-3.1 of the Standard Specifications and these Supplemenbl Provisions.
Owner Operator/Lessor - Any person who provides equipment or tools with an operator provided
who is employed by neither the Contractor nor a subcontractor and is neither an agent or employee
of the Agency or a public utility
Public Works Manager I General Services - The Public Works Supervisor’s immediate supervisor
and second level of appeal for informal dispute resolution.
Project Inspector - the Engineer’s designated representative for inspection, contract administration
and first level for informal dispute resolution.
Public Works Supervisor- the Project Inspector’s immediate supervisor and first level of appeal for
informal dispute resolution.
Contract No. FAC 05-01 Page 41 of 70 Pages
1-3 ABBREVIATIONS
1-3.2 Common Usage, add the following:
Abbreviation Word or Words
Apts ........................................ Apartment and Apartments
Bldg ........................................ Building and Buildings
CMWD .................................... Carlsbad Municipal Water District
CSSD .................................... .Carlsbad Supplemental Standard Drawings
ds ........................................... Cubic Feet per Second
Comm .................................... .Commercial
DR ........................................ ,.Dimension Ratio
E ............................................. Electric
EWA ...................................... .Encina Wastewater Authority
G ............................................. Gas
gal.. ......................................... Gallon and Gallons
Gar ......................................... Garage and Garages
GNV ........................................ Ground Not Visible
gpm ................................... .....g allons per minute
IE ............................................ Invert Elevation
LWD ....................................... Leucadia Wastewater District
MSL ........................................ Mean Sea Level (see Regional Standard Drawing M-12)
MTBM .................................... .Microtunneling Boring Machine
NCTD ..................................... North County Transit District
OHE ........................................ Overhead Electric
OMWD ................................... Olivenhain Municipal Water District
ROW ...................................... Right-of-way
S ............................................. Sewer or Slope, as applicable
SDNR ..................................... San Diego Northern Railway
SDRSD.. ................................ San Diego Regional Standard Drawings
SFM ........................................ Sewer Force Main
T ............................................. Telephone UE .......................................... Underground Electric
W ............................................ Water, Wider or Width, as applicable
VWD ...................................... .Vallecitos Water District
SECTION 2 -- SCOPE AND CONTROL OF THE WORK
2-3 SUBCONTRACTS.
2-3.1 General, add the following: Should the Contractor fail to adhere to the provisions requiring
the Contractor to complete 50 percent of the contract price with its own organization, the Agency may
at its sole discretion elect to cancel the contract or deduct an amount equal to 10 percent of the value
of the work performed in excess of 50 percent of the contract price by other than the Contractor’s
own organization. The City Council shall be the sole body for determination of a violation of these
provisions. In any proceedings under this section, the prime contractor shall be entitled to a public
hearing before the City Council and shall be notified ten (IO) days in advance of the time and location
of said hearing. The determination of the City Council shall be final.
a Revised 10/08/03 Contract No. FAC 05-01 Pane A9 nf 81 Panoc
2-4 CONTRACT BONDS, modify the second sentence of paragraph one as follows: Delete, "who is
listed in the latest version of U.S. Department of Treasury Circular 570,".
Modify paragraphs three and four to read: The Contractor shall provide a faithful perform-
anceharranty bond and payment bond (labor and materials bond) for this contract. The faithful
performance/warranty bond shall be in a sum not less than one hundred percent of the total amount
payable by the terms of this contract. The Contractor shall provide bonds to secure payment of
laborers and materials suppliers in a sum not less than one hundred percent of the total amount
payable by the terms of this contract.
Both bonds shall extend in full force and effect and be retained by the Agency during this project until
they are released according to the provisions of this section.
The faithful performanceharranty bond will be reduced to 25 percent of the original amount 30 days
after recordation of the Notice of Completion and will remain in full force and effect for the one year
warranty period and until all warranty repairs are completed to the satisfaction of the Engineer. The
bonds to secure payment of laborers and materials suppliers shall be released six months plus 30
days after recordation of the Notice of Completion if all claims have been paid.
Add the following: All bonds are to be placed with a surety insurance carrier admitted and authorized
to transact the business of insurance in California and whose assets exceed their liabilities in an
amount equal to or in excess of the amount of the bond. The bonds are to contain the following
documents:
1) An original, or a certified copy, of the un-revoked appointment, power of attorney, by laws, or other
2) A certified copy of the certificate of authority of the insurer issued by the insurance commissioner.
instrument entitling or authorizing the person who executed the bond to do so.
If the bid is accepted, the Agency may require a financial statement of the assets and liabilities of the
insurer at the end of the quarter calendar year prior to 30 days next preceding the date of the
execution of the bond. The financial statement shall be made by an officer's certificate as defined in
Section 173 of the Corporations Code. In the case of a foreign insurer, the financial statement may
be verified by the oath of the principal officer or manager residing within the United States.
2-5 PLANS AND SPECIFICATIONS.
2-5.1 General, add the following: The specifications for the work include the Standard Specifications
for Public Works Construction, (SSPWC), 2004 Edition, and the 2005 Cumulative supplement
thereto, hereinafter designated "SSPWC", as written and promulgated by Joint Cooperative
Committee of the Southern California Chapter American Public Works Association and Southern
California Districts Associated General Contractors of California, and as amended by the
Supplemental Provisions section of this contract.
The construction plans consist of one set. The first set is designated as City of Carlsbad Drawing
No. 426-3 and consists of 28 sheets The standard drawings used for this project are the latest edition
of the San Diego Area Regional Standard Drawings, hereinafter designated SDRSD, as issued by
the San Diego County Department of Public Works, together with the most recent editions of the City
of Carlsbad Supplemental Standard Drawings, hereinafter designated as CSSD, as issued by the
City of Carlsbad and the Carlsbad Municipal Water District Standard Plans hereinafter designated as
CMWDSD, as issued by the Carlsbad Municipal Water District. Copies of some of the pertinent
standard drawings are enclosed as an appendix to these Supplemental Provisions.
Contract No. FAC 05-01 Page 43 of 81 Pages
2-5.2 Precedence of Contract Documents, modify as follows: If there is a conflict between
Contract Documents, the document highest in precedence shall control. The precedence shall be
the most recent edition of the following documents listed in order of highest to lowest precedence:
1) Permits from other agencies as may be required by law.
2) City of Carlsbad Supplemental Provisions.
3) Technical Specifications.
4) Plans.
5) City of Carlsbad Engineering Standards, 2004 Edition.
6) San Diego Regional Standard Drawings
7) State of California Department of Transportation Standard Plans
8) Standard Specifications for Public Works Construction 9) Reference Specifications
1 0) Manufacturer’s Installation Recommendations
Change Orders, Supplemental Agreements and approved revisions to Plans and Specifications will
take precedence over items 2) through IO) above. Detailed plans and plan views shall have
precedence over general plans.
2-5.3.3 Submittals, add the following: Each submittal shall be consecutively numbered.
Resubmittals shall be labeled with the number of the original submittal followed by an ascending
alphabetical designation (e.g. The label ‘4-C’ would indicate the third instance that the fourth
submittal had been given to the Engineer). Each sheet of each submittal shall be consecutively
numbered. Each set of shop drawings and submittals shall be accompanied by a letter of transmittal
on the Contractor‘s letterhead. The Letter of transmittat shall contain the following:
1) Project title and Agency contract number.
2) Number of complete sets.
3) Contractor’s certification statement.
4) Specification section number(s) perlaining to material submitted br review.
5) Submittal number (Submittal numbers shall be consecutive including subsequent submittals for the same materials.)
6) Description of the contents of the submittal.
7) Identification of deviations from the contract documen$.
8) A minimum of (8) sets shall be submitted. (2) sek shall be returned to the contractor:
When submitted for the Engineer’s review, Shop Drawings shall bear the Contractor‘s certification
that the Contractor has reviewed, checked, and approved the Shop Drawings and that they are in
conformance with the requirements of the Contract Documents. The Contractor shall subscribe to
and shall place the following certification on all submittals:
‘‘I hereby certify that the (equipment, material) shown and marked in this submittal is that proposed to
be incorporated into this Project, is in compliance with the Contract Documents, can be installed in
the allocated spaces, and is submitted for approval.”
By: Title:
Date:
Company Name:
Add the following: 2-5.4 Record Drawings, The Contractor shall provide and keep up-to-date a complete “as-built“
record set of blue-line prints, which shall be corrected in red daily and show every change from the
original drawings and specifications and the exact “as-built” locations, sizes and kinds of equipment, underground piping, valves, and all other work not visible at surface grade. Prints for this purpose may be obtained from the Agency at cost. This set of drawings shall be kept on the job and shall be used only as a record set and shall be delivered to the Engineer within ten (IO) days of completion of
the work. Payment for performing the work required by section 2-5.4 shall be included in the various
bid items and no additional payment will be made therefore.
2-10 AUTHORITY OF BOARD AND ENGINEER.
Add the following section: 2-10.1 Availability of Records, The Contractor shall, at no charge to the Agency, provide copies of
all records in the Contractor’s or subcontractor’s possession pertaining to the work that the Engineer
may request.
Add the following section: 2-10.2 Audit And Inspection, Contractor agrees to maintain and/or make available, to the Engineer,
within San Diego County, accurate books and accounting records relative to all its activities and to contractually require all subcontractors to this Contract to do the same. The Engineer shall have the right to monitor, assess, and evaluate Contractor’s and its subcontractors performance pursuant to this Agreement, said monitoring, assessments, and evaluations to include, but not be limited to, audits, inspection of premises, reports, contracts, subcontracts and interviews of Contractor’s staff and the staff of all subcontractors to this contract. At any time during normal business hours and as often as the Engineer may deem necessary, upon reasonable advance notice, Contractor shall make available to the Engineer for examination, all of its, and all subcontractors to this contract, records with respect to all matters covered by this Contract and will permit the Engineer to audit, examine,
copy and make excerpts or transcripts from such data and records, and to make audits of all invoices, materials, payrolls, records of personnel, and other data relating to all matters covered by this Contract. However, any such activities shall be carried out in a manner so as to not
unreasonably interfere with Contractor’s ongoing business operations. Contractor and all subcontractors to this contract shall maintain such data and records for as long as may be required
by applicable laws and regulations.
SECTION 3 -- CHANGES IN WORK
3-2 CHANGES INITIATED BY THE AGENCY.
3-2.2.1 Contract Unit prices, add the following: In the case of an increase or decrease in quantityof
a minor bid item in excess of 25 percent of the original quantity bid the adjustment of contract unit
price for such items will be limited to that portion of the change in excess of 25 percent of the original quantity listed in the Contractor’s bid proposal for this contract. Adjustments in excess of 25 percent may, at the option of the Engineer, be paid pursuant to section 3-3, Exira Work.
3-3 EXTRA WORK.
3-3.2.2 (c) Tool and Equipment Rental, second paragraph, modify as follows: Regardless of ownership, the rates and right-of-way delay factors to be used in determining rental and delay costs shall be the edition of the, “Labor Surcharge and Equipment Rental Rates” published by CALTRANS,
current at the time of the actual use of the tool or equipment. The right-of-way delay factors therein shall be used as multipliers of the rental rates for determining the value of costs for delay to the
Contractor and subcontractors, if any. The labor surcharge rates published therein are not a part of
this contract.
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3-3.2.3 Markup, Delete sections 3-3.2.3 (a) and (b) and replace vith the following:
(a) and shall constitute the markup Tor all overhead and profits:
1) Labor ................................... 20 2) Materials ............................. 15 3) Equipment Rental ................... 15
4) Other Items and EFenditures .. 15 To the sum of the costs and markups provided for in this section, 1 percent shall be added as
compensation for bonding.
(b) Work by Subcontractor. When all or any part of the extra work is performed by a
Subcontractor, the markup established in section 3-3.2.3(a) shall be applied to the Subcontractor‘s actual cost of such work. A markup of 10 percent on the first $5,000 of the subcontracted portion of the extra work and a markup of 5 percent on work added in excess of $5,000 of the subcontracted portion of the extra work may be added by the Contractor.
Work by Contractor. The following percentages shall be added to the Contractor’s costs
3-3.3 Daily Reports by Contractor, add the following after the second sentence: Payment for extra work will not be made until such time that the Contractor submits completed daily reports and all supporting documents to the Engineer.
34 CHANGED CONDITIONS.
Delete the second sentence of paragraph three, delete paragraph five (5), and add the following: The Contractor shall not be entitled to the payment of any additional compensation for any act, or failure to act, by the Engineer, including failure or refusal to issue a change order, or for the happening of any event, thing, occurrence, or other cause, unless the Contractor shall have first given the Engineer due written notice of potential claim as hereinafter specified. Compliance with this section shall not be required as a prerequisite to notice provisions in Section 6-7.3 Contract Time Accounting, nor to any claim that is based on differences in measurement or errors of computation as to contract quantities. The written notice of potential claim for changed conditions shall be submitted by the Contractor to the Engineer upon their discovery and prior to the time that the Contractor performs the work giving rise to the potential claim. The Contractor’s failure to give written notice of potential claim for changed conditions to the agency upon their discovery and before they are disturbed shall constitute a wiver of all claims in connection therevith.
The Contractor shall provide the City with a written document containing a description of the particular circumstances giving rise to the potential claim, the reasons for which the Contractor believes additional compensation may be due and nature of any and all costs involved within 20 working days of the date of service of the written notice of potential claim for changed conditions. Verbal notifications are disallowed.
The potential claim shall include the following certification relative to the California False Claims Act, Government Code Sections 12650-1 2655.
“The undersigned certifies that the above statements are made in full cognizance of the California False Claims Act, Government Code sections 12650-1 2655. The undersigned further understands and agrees that this potential claim, unless resolved, must be restated as a claim in response to the City’s proposed final estimate in order br it to be further considered.”
By: Title:
Date:
Company Name:
@ Revised 10/08/03 Contract No. FAC 05-01 Pane Afi nf 711 Pinee
The Contractor’s estimate of costs may be updated when actual costs are known. The Contractor
shall submit substantiation of its actual costs to the Engineer within 20 working days after the
affected work is completed. Failure to do so shall be sufficient cause for denial of any claim
subsequently filed on the basis of said notice of potential claim.
It is the intention of this section that differences between the parties arising under and by virtue of the
contract be brought to the attention of the Engineer at the earliest possible time in order that such
matters be settled, if possible, or other appropriate action promptlytaken.
3-5 DISPUTED WORK.
Add the following: The Contractor shall give the agency written notice of potential claim prior to
commencing any disputed work. Failure to give said notice shall constitute a waiver of all claims in
connection therewith.
Delete second sentence of paragraph one and add the following: Prior to proceeding with dispute
resolution pursuant to Public Contract Code provisions specified hereinafter, the contractor shall
attempt to resoh all disputes informally through the following dispute resolution chain of command:
1. Project Inspector
2. Public Works Supervisor
3. Public Works Manager / General Services
4. Public Works Director
5. City Manager
The Contractor shall submit a complete report within 20 working days after completion of the
disputed work stating its position on the claim, the contractual basis for the claim, along with all
documentation supporting the costs and all other evidentiary materials. At each level of claim or appeal of claim the City will, within 10 working days of receipt of said claim or appeal of claim, review
the Contractor’s report and respond with a position, request additional information or request that the
Contractor meet and present its report. When additional information or a meeting is requested the
City will provide its position within 10 working days of receipt of said additional information or
Contractor’s presentation of its report. The Contractor may appeal each level’s position up to the City
Manager after which the Contractor may proceed under the provisions of the Public Contract Code.
The authority within the dispute resolution chain of command is limited to recommending a resolution
to a claim to the City Manager. Actual approval of the claim is subject to the change order provisions
in the contract.
All claims by the contractor for $375,000 or less shall be resolved in accordance with the procedures
in the Public Contract Code, Division 2, Part 3, Chapter 1, Article 1.5 (commencing with Section
20104) which is set forth below
ARTICLE 1.5 RESOLUTION OF CONSTRUCTION CLAIMS
20104. (a)(l) This article applies to all public works claims of three hundred seventy-five thousand
dollars ($375,000) or less hich arise between a contractor and a local agency
(2) This article shall not apply to any claims resulting from a contract between a contractor and a
public agency when the public agency has elected to resolve any disputes pursuant to Article 7.1
(commencing with Section 10240) of Chapter 1 of Part 2.
Contract No. FAC 05-01 Paae 47 of 70 Paaes
@)(I) "Public work" has the same meaning as in Sections 3100 and 3106 of the Civil Code, except
that "public work" does not include any work or improvement contracted for by the state or the
Regents of the University of California. (2) "Claim" means a separate demand by the contractor for (A) a time extension, (B) payment of
money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract
for a public work and payment of which is not otherwise expressly provided for or the claimant is not
otherwise entitled to, or (C) an amount the pyment of which is disputed by the local agency.
(c) The provisions of this article or a summary thereof shall be set forth in the plans or specifications
for any work which may give rise to a claim under this article.
(d) This article applies only to contracts entered into on or after January 1 , 1991.
20104.2. For any claim subject to this article, the bllowing requirements apply:
(a) The claim shall be in writing and include the documents necessary to substantiate the claim.
Claims must be filed on or before the date of final payment. Nothing in this subdivision is intended to
extend the time limit or supersede notice requirements otherwise provided by contract for the filing of
claims. (b)(l) For claims of less than fifty thousand dollars ($50,000), the local agency shall respond in
writing to any written claim within 45 days of receipt of the claim, or may request, in writing, within 30
days of receipt of the claim, any additional documentation supporting the claim or relating to
defenses to the claim the local agency may have against the claimant,
(2) If additional information is thereafter required, it shall be requested and provided pursuant to this
subdivision, upon mutual agreement of the local agency and the claimant.
(3) The local agency's written response to the claim, as brther documented, shall be submitted to the
claimant within 15 days after receipt of the further documentation or within a period of time no greater
than that taken by the claimant in producing the additional inbrmation, whichever is greater.
(c)(l) For claims of over fifty thousand dollars ($50,000) and less than or equal to three hundred
seventy-five thousand dollars ($375,000), the local agency shall respond in writing to all written
claims within 60 days of receipt of the claim, or may request, in writing, within 30 days of receipt of
the claim, any additional documentation supporting the claim or relating to defenses to the claim the
local agency may have against the claimant.
(2) If additional information is thereafter required, it shall be requested and provided pursuant to this
subdivision, upon mutual agreement of the local agency and the claimant.
(3) The local agency's written response to the claim, as hrther documented, shall be submitted to the
claimant within 30 days after receipt of the further documentation, or within a period of time no
greater than that taken by the claimant in producing the additional information or requested
documentation, whichever is greater. (d) If the claimant disputes the local agency's written response, or the local agency fails to respond
within the time prescribed, the claimant may so notify the local agency, in writing, either within 15
days of receipt of the local agency's response or within 15 days of the local agency's failure to
respond within the time prescribed, respectively, and demand an informal conference to meet and
confer for settlement of the issues in dispute. Upon a demand, the local agency shall schedule a
meet and confer conference within 30 days for settlement of the dispute.
(e) Following the meet and confer conference, if the claim or any portion remains in dispute, the
claimant may file a claim as provided in Chapter 1 (commencing with Section 900) and Chapter 2
(commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code. For
purposes of those provisions, the running of the period of time within which a claim must be filed
shall be tolled from the time the claimant submits his or her written claim pursuant to subdivision (a)
until the time that claim is denied as a result of the meet and confer process, including any period of
time utilized by the meet and confer process. (9 This article does not apply to tort claims and nothing in this article is intended nor shall be
construed to change the time periods for filing tort claims or actions specified by Chapter 1
(commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division
3.6 of Title 1 of the Government Code.
@ Revised 10/08/03 Contract No. FAC 05-01 Pane AA nf 7n ihnnc
20104.4. The following procedures are established for all civil actions filed to resolve claims subject
to this article:
(a) Within 60 days, but no earlier than 30 days, following the filing or responsive pleadings, the court
shall submit the matter to non-binding mediation unless waived by mutual stipulation of both parties.
The mediation process shall provide for the selection within 15 days by both parties of a disinterested
third person as mediator, shall be commenced within 30 days of the submittal, and shall be
concluded within 15 days from the commencement of the mediation unless a time requirement is
extended upon a good cause showing to the court or by stipulation of both parties. If the parties fail to
select a mediator within the 15-day period, any party may petition the court to appoint the mediator
(b)(l) If the matter remains in dispute, the case shall be submitted to judicial arbitration pursuant to
Chapter 2.5 (commencing with Section 1141 .IO) of Title 3 of Part 3 of the Code of Civil Procedure,
notwithstanding Section 1141 .I1 of that code. The Civil Discovery Act of 1986 (Article 3 (commencing
with Section 2016) of Chapter 3 of Title 3 of Part 4 of the Code of Civil procedure) shall apply to any
proceeding brought under the subdivision consistent with the rules pertaining to judicial arbitration.
(2) Notwithstanding any other provision of law, upon stipulation of the parties, arbitrators appointed
for purposes of this article shall be experienced in construction law, and, upon stipulation of the
parties, mediators and arbitrators shall be paid necessary and reasonable hourly rates of pay not to
exceed their customary rate, and such fees and expenses shall be paid equally by the parties, except
in the case of arbitration where the arbitrator, for good cause, determines a different division. In no
event shall these fees or expenses be paid by state or county funds.
(3) In addition to Chapter 2.5 (commencing with Section 1141 .IO) Title 3 of Part 3 of the Code of Civil
Procedure, any party who after receiving an arbitration award requests a trial de novo but does not
obtain a more favorable judgment shall, in addition to payment of costs and fees under that chapter,
pay the attorneys fees of the other party arising out of the trial de novo.
(c) The court may, upon request by any party, order any witnesses to participate in the mediation or
arbitration process.
20104.6. (a) No local agency shall fail to pay money as to any portion of a claim which is undisputed
except as otherwise provided in the contract.
(b) In any suit filed under Section 20104.4, the local agency shall pay interest at the legal rate on any
arbitration award or judgment. The interest shall begin to accrue on the date the suit is filed in a court
of law.
SECTION 4 - CONTROL OF MATERIALS
4-1 MATERIALS AND WORKMANSHIP.
4-1.3.1 General, add the following: The Contractor shall provide the Engineer free and safe access
to any and all parts of work at any time. Such free and safe access shall include means of safe
access and egress, ventilation, lighting, shoring, dewtering and all elemenls pertaining to the safety
of persons as contained in the State of California, California Code of Regulations, Title 8, Industrial
Relations, Chapter 4, Division of Industrial Safety, Subchapter 4, Construction Safety Orders and
such other safety regulations as may apply. Contractor shall furnish Engineer with such information as may be necessary to keep the Engineer fully informed regarding progress and manner of work
and character of materials. Inspection or testing of the whole or any portion of the work or materials
incorporated in the wrk shall not relieve Contractor from any obligation to fulfill this Contract.
Pane 44 nf 7n Panes
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4-1.4 Test of Materials, delete the phrase, “and a reasonable amount of retesting”, from the third
sentence of the first paragraph.
add the following: Except as specified in these Supplemental Provisions, the Agency will bear the
cost of testing of locally produced materials andlor on-site workmanship where the results of such
tests meet or exceed the requirements indicated in the Standard Specifications and the
Supplemental Provisions. The cost of all other tests shall be borne by the Contractor.
At the option of the Engineer, the source of supply of each of the materials shall be approved by the
Engineer before the delivery is started. All materials proposed for use may be inspected or tested at
any time during their preparation and use. If, after incorporating such materials into the Work, it is
found that sources of supply that have been approved do not furnish a uniform product, or if the
product from any source proves unacceptable at any time, the Contractor shall furnish approved
material from other approved sources. If any product proves unacceptable after improper storage,
handling or for any other reason it shall be rejected, not incorporated into the work and shall be
removed from the project site all at the Contractor‘s expense.
Compaction tests may be made by the Engineer and all costs for tests that meet or exceed the
requirements of the specifications shall be borne by the Agency. Said tests may be made at any
place along the work as deemed necessary by the Engineer. The costs of any retests made
necessary by noncompliance with the specifications shall be borne by the Contractor.
4-1.6 Trade names or Equals add the following: The Contractor is responsible for the satisfactory
performance of substituted items. If, in the sole opinion of the Engineer, the substitution is
determined to be unsatisfactory in performance, appearance, durability compatibility with associated
items, availability of repair parts and suitability of application the Contractor shall remove the
substituted item and replace it hth the originally specified item at no cost to theAgency.
Add the following section:
4-2 MATERIALS TRANSPORTATION, HANDLING AND STORAGE.
The Contractor shall order, purchase, transport, coordinate delivery, accept delivery, confirm the
quantity and quality received, prepare storage area(s), store, handle, protect, move, relocate,
remove and dispose excess of all materials used to accomplish the Work. Materials shall be delivered to the site of the work only during working hours, as defined in section 6-7.2, and shall be
accompanied by bills of lading that shall clearly state for each delivery: the name of the Contractor
as consignee, the project name and number, address of delivery and name of consignor and a
description of the material(s) shipped. Prior to storage of any materials which have been shipped to
or by the Contractor to any location within the Agency’s boundaries the Contractor shall provide the
Engineer a copy of lease agreements for each property where such materials are stored. The lease
agreement shall clearly state the term of the lease, the description of materials allowed to be stored
and shall provide for the removal of the materials and restoration of the storage site within the time
allowed for the Work. All such storage shall conform to all laws and ordinances that may pertain to
the materials stored and to preparation of the storage site and the location of the site on which the
materials are stored. Loss, damage or deterioration of all stored materials shall be the Contractor’s
responsibility. Conformance to the requirements of this section, both within and outside the limits of
work are a part of the Work. The Engineer shall have the right to verify the suitability of materials
and their proper storage at anytime during the Work.
SECTION 5 -- UTILITIES
5-1 LOCATION.
Delete the first paragraph and substitute the following: The Agency and affected utility companies
have, by a search of known records, endeavored to locate and indicate on the Plans, all utilities
which exist within the limits of the work. However, the accuracy and/or completeness of the nature,
size and/or location of utilities indicated on the Plans is not guaranteed.
5-4 RELOCATION.
Add the following: In conformance with section 5-6 the Contractor shall coordinate the work with
utility agencies and companies. Prior to the insallation of any and all utility structures within the limits
of work by any utility agency or company, or its contractor, the Contractor shall place all curb or curb
and gutter that is a part of the work and adjacent to the location where such utility structures are
shown on the plans and are noted as being located, relocated or are otherwise shown as installed by
others. In order to minimize delays to the Contractor caused by the failure of other parties to relocate
utilities that interfere with the construction, the Contractor, upon the Engineer's approval, may be
permitted to temporarily omit the portion of work affected by the utility. If such temporary omission is
approved by the Engineer the Contractor shall place survey or other physical control markers
sufficient to locate the curb or curb and gutter to the satisfaction of the utility agency or company.
Such temporary omission shall be for the Contractor's convenience and no additional compensation
will be allowed therefore or for additional work, materials or delay associated with the temporary
omission. The portion thus omitted shall be constructed by the Contractor immediately following the
relocation of the utility involved unless otherwise directed by the Engineer.
SECTION 6 -- PROSECUTION, PROGRESS AND
ACCEPTANCE OF THE WORK
6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK.
Delete section 6-1 and substitute the following: Except as otherwise provided herein and unless
otherwise prohibited by permits from other agencies as may be required by law the Contractor shall
begin work within 15 Calendar Days after receipt of the "Notice to Proceed".
Add the following section:
6-1 .I Pre-Construction Meeting. After, or upon, notification of contract award, the Engineer will set
the time and location for the Preconstruction Meeting. Attendance of the Contractor's management
personnel responsible for the management, administration, and execution of the project is mandatory
for the meeting to be conmned. Failure of the Contractor to haw? the contractor's responsible project
personnel attend the Preconstruction Meeting will be grounds for default by Contractor per section
6-4. No separate payment will be made for the Contractor's attendance at the meeting. The notice to
proceed will only be issued on or after the completion ofthe preconstruction meeting.
Add the following section:
6-1 .I .I Baseline Construction Schedule Submittal. The Contractor shall submit the Baseline
Construction Schedule per the submittal requirements of section 2-5.3. The submittal of the Baseline
Construction Schedule shall be on hard (paper) copy.
43 Revised 10/08/03 Contract No. FAC 05-01 Paae 51 of 70 Pages
i
Add the following section:
6-1 .I Measurement And Payment Of Construction Schedule. The Contractor’s preparation,
revision and maintenance of the Construction Schedule are incidental to the work and no separate
payment will be made therefore.
6-2 PROSECUTION OF WORK.
Add the following section:
6-2.1 Order of Work. The work to be done shall consist of furnishing all labor, equipment and
materials, and performing all operations necessary to complete the Project Work as shown on the Project Plans and as specified in the Specifications. The work includes removal and replacement of
the HVAC System at Georgina Cole Library at 1250 Carlsbad Village Drive, Carlsbad, CA 92008.The
following descriptions outlining the order of work are provided for the Contractor’s review and
information. The descriptions for Phase 1 through 4 are overviews only and shall not relieve the
Contractor from its responsibilities to perform the coordination and work in accordance with the plans
and specifications. Some phases or portions of phases may overlap each other and/or occur during
the same time period.
Add the following section:
6-2.2 Contract Execution and Submittal Procedure
Add the following section:
6-2.2.1 Phase 1. Phase I consists of the Execution of Contract and submittal of all long lead time
equipment.
Add the following section:
6-2.2.2 Phase 11. Phase II consists of installing temporary fencing, traffic control and delivery and
storage of the following equipment: Chiller, Boiler, Air Handlers, Water Pumps, Condenser Unit,
Switchgear and Panels, VFD’s, Pipe, and Control Equipment. This equipment is considered to be
“Long Lead Time Equipment”. Closure of the Library and Demolition cannot commence until these
items are approved, ordered and delivered to the site.
Add the following section:
6-2.2.3 Phase 111. Phase Ill consists of Asbestos and Hazardous Materials Abatement, Demolition
and removal of existing equipment, Installation of new equipment and repair of the interior structure
of the Library and Main entrance.
Add the following section:
6-2.2.4 Phase IV. Phase IV consists of start up, testing and placing the new system into complete
operation.
Add the following section:
6-2.2.5 Weekend and Extended Hours Work. Saturday and Sunday work will be allowed during Phase II and Phase 111 of the project. Work outside of the Library Facility will only be allowed from
7:OO AM through dusk on weekdays and from 8:OO AM to dusk on Saturdays.
After hours work will be allowed during the Construction Phase of the project as long as the work is
confined to the interior space of the Library. No extensive use of equipment outside of the facility will
be allowed during extended work hours. Extended work hours for interior work shall be from dusk
until 1200 AM ’/-days per week.
The Contractor shall notify the Project Inspector, in writing, 48 hours in advance of performing any
extended hour work. (Saturday, Sunday or extended hour work).
<$ Revised 10/08/03 Contract No. FAC 05-01 Paae 52 nf 70 Panes
Add the following section:
6-2.3 Project Meetings. The Engineer will establish the time and location of weekly Project
Meetings. The Contractor’s Representative shall attend each Project Meeting. The Project
Representative shall be the individual determined under section 7-6, “The Contractor‘s
Representative”, SSPWC. No separate payment for attendance of the Contractor, the Contractor’s
Representative or any other employee or subcontractor or subcontractor’s employee at these
meetings will be made.
6-6 DELAYS AND EXTENSIONS OF TIME.
6-6.4 Written Notice and Report. Modify as follows: The Contractor shall provide written notice to
the Engineer within two hours of the beginning of any period that the Contractor has placed any
workers or equipment on standby for any reason that the Contractor has determined to be caused by
the Agency or by any organization that the Agency may otherwise be obligated by. The Contractor
shall provide continuing daily written notice to the Engineer, each working day, throughout the
duration of such period of delay. The initial and continuing written notices shall include the
classification of each workman and supervisor and the make and model of each piece of equipment
placed on standby, the cumulative duration of the standby, the Contractor’s opinion of the cause of
the delay and a cogent explanation of why the Contractor could not avoid the delay by reasonable
means. Should the Contractor fail to provide the notice(s) required by this section the Contractor
agrees that no delay has occurred and that it will not submit any claim@) therefore.
6-7 TIME OF COMPLETION. Add the following: The Contractor shall diligently prosecute the work
to completion within 100 working days after the starting date specified in the Notice to Proceed.
6-7.2 Working Day. Add the following: Unless otherwise approved in writing by the Engineer, the
hours of work shall be as described in Section 6-2, excluding Agency holidays. The Contractor shall
obtain the written approval of the Engineer if the Contractor desires to work outside said hours or at
any time during weekends and/or holidays. This written permission must be obtained at least 48
hours prior to such work. The Engineer may approve work outside the hours and/or days stated
herein when, in hidher sole opinion, such work conducted by the Contractor is beneficial to the best
interests of the Agency. The Contractor shall pay the inspection costs of such work.
6-8 COMPLETION AND ACCEPTANCE. Delete the second paragraph and add the following:
The Engineer will not accept the Work or any portion of the Work before all of the Work is
completed and all outstanding deficiencies that may exist are corrected by the Contractor and the
Engineer is satisfied that all the materials and workmanship, and all other features of the Work,
meet the requirements of all of the specifications for the Work. Use, temporary, interim or
permanent, of all, or portions of, the Work does not constitute acceptance of the Work. If, in the
Engineer’s judgment, the Work has been completed and is ready for acceptance the Engineer will
so certify to the Board. Upon such certification by the Engineer the Board may accept the completed
Work. Upon the Board’s acceptance of the Work the Engineer will cause a “Notice of Completion” to
be filed in the office of the San Diego County Recorder. The date of recordation shall be the date of
completion of the Work.
Delete the first sentence of the third paragraph and substitute the following two sentences: All work
shall be warranted for one (1) year after recordation of the “Notice of Completion” and any faulty
work or materials discovered during the warranty period shall be repaired or replaced by the
Contractor, at its expense. Twenty-five percent of the faithful performance bond shall be retained as
a warranty bond for the one year warranty period.
Contract No. FAC 05-01 Paae 53 of 70 Panes
6-9 LIQUIDATED DAMAGES.
Modify the last sentence of the first paragraph and the first sentence of the second paragraph and
add the following: For each consecutive calendar day in excess of the time specified for completion
of Work, as adjusted in accordance with 6-6, the Contractor shall pay the Agency, or have withheld
monies due it, the sum of Nine Hundred Dollars ($900.00).
Execution of the Contract shall constitute agreement by the Agency and Contractor that Nine
Hundred Dollars ($900.00) per day is the minimum value of costs and actual damages caused by the
Contractor to complete the Work within the allotted time. Any progress payments made after the
specified completion date shall not constitute a waiver of this paragraph or of any damages.
6-1 I INCENTIVE AND DISINCENTIVE.
6-1 1 ,I Construction Phase 111. For each and every calendar day, the Phase 111 and Phase IV work
is completed prior to the expiration of 45 calendar days beginning on the first day of work stated in
the Special Construction Provisions, Section 6-7, or the actual date of start of Phase Ill,
the Contractor will receive an incentive payment totaling Two Thousand Five Hundred dollars ($2,500) per calendar day. The total incentive payment will not exceed Forty Thousand dollars
($40,000). The Contractor shall include any incentive earned with his final progress pay estimate. If
the Contractor does not begin Phase Ill wrk prior to January2, 2006, incentive bonus will not apply.
For each and every calendar day delay in completion of the Phase 111 and Phase IV wrk in excess of
45 calendar days, beginning on the first day of work stated in the Special Construction Provisions,
Section 6-7, or the actual start date of Phase Ill, the Contractor will receive a disincentive deduction
totaling Two Thousand Five Hundred dollars ($2,500) per calendar day. The total disincentive
deduction will not exceed $40,000. This disincentive deduction will apply regardless of the actual
start date of Phase Ill.
The Contractor shall not reopen the Library until completion and acceptance by the Engineer of
equipment installation, testing and building repair and repainting.
A Notice of Start of Construction Phase Ill will be issued by the Engineer. The Notice will indicate the
date of Library closure and the date the closure wrk is to be completed.
Liquidated damages shall accrue separately and independently of disincentive deductions.
SECTION 7 -- RESPONSIBILITIES OF THE CONTRACTOR
7-3 LIABILITY INSURANCE.
Modify as follows: All insurance is to be placed with insurers that have a rating in Best's Key Rating
Guide of at least A-:V and are admitted and authorized to conduct business in the state of California
and are listed in the official publication of the Department of Insurance of the State of California.
7-4 WORKERS' COMPENSATION INSURANCE.
Add the following: All insurance is to be placed with insurers that are admitted and authorized to
conduct business in the state of California and are listed in the official publication of the Department
of Insurance of the State of California. Policies issued by the State Compensation Fund meet the
requirement for workers' compensation insurance.
'
rnntrar-t hln FAr nEA1
7-5 PERMITS.
Delete the first sentence and add the following four sentences: Except as specified herein the
Contractor will obtain, at no cost to the Contractor all City of Carlsbad encroachment, right-of-way,
grading and building permits necessary to perform work for this contract on Agency property, streets,
or other rights-of-way. Contractor shall not begin work until all permits incidental to the work are
obtained. The Contractor shall obtain and pay for all permits for the disposal of all materials remowd
from the project. The cost of said permit(s) shall be included in the price bid for the appropriate bid
item and no additional compensation All be allowed therefore.
7-7 COOPERATION AND COLLATERAL WORK.
Add the following section:
7-7.1 Coordination. The Contractor shall coordinate and cooperate with all the utility companies
during the relocation or construction of their lines. The Contractor may be granted a time extension
if, in the opinion of the Engineer, a delay is caused by the utility company. No additional
compensation will be made to the Contractor Rr any such delay.
7-8 PROJECT SITE MAINTENANCE.
7-8.1 Cleanup and Dust Control. Add the following: Cleanup and dust control required herein
shall also be executed on weekends and other non-working days when needed to preserve the
health safety or welfare of the public. The Contractor shall conduct effective cleanup and dust
control throughout the duration of the Contract. The Engineer may require increased levels of
cleanup and dust control that, in hidher sole discretion, are necessary to preserve the health, safety
and welfare of the public. Cleanup and dust control shall be considered incidental to the items of
work that they are associated with and no additional payment will be made therefore.
7-8.5 Temporary Light, Power and Water. Add the following: The Contractor shall obtain a
construction meter for water used for the construction, plant establishment, maintenance, cleanup,
testing and all other work requiring water related to this contract. The Contractor shall contact the
appropriate water agency for requirements. The Contractor shall pay all costs of temporary light,
power and water including hookup, service, meter and any, and all, other charges, deposits and/or
fees therefore. Said costs shall be considered incidental to the items of work that they are associated
with and no additional payment will be made therefore.
7-8.6 Water Pollution Control. Add the following: Contractor shall comply with the California State
Water Resources Control Board (SWRCS) Order Number 99-08-DWQ, National Pollutant Discharge
Elimination System (NPDES) General Permit Number CAS000002, Waste Discharge Requirements
(WDR’s) for Discharges of Stormwater Runoff associated with Construction Activity (General Permit)
and subsequent adopted modifications and with all requirements of the Storm Water Pollution
Prevention and Monitoring Plans for this project in accordance Ath these regulations.
Add the following section:
7-8.8 Noise Control. All internal combustion engines used in the construction shall be equipped with mufflers in good repair when in use on the project with special attention to the City Noise Control
Ordinance, Carlsbad Municipal Code Chapter 8.48.
rnntrart Nn FACI 05-01 Paae 55 of 70 Paaes
7-10 PUBLIC CONVENIENCE AND SAFETY.
I
7-1 0.3 Street Closures, Detours, Barricades. Modify the second paragraph as follows: After
obtaining the Engineers approval and at least 5 working days before closing, detouring, partially
closing or reopening any street, alley or other public thoroughfare the Contractor shall notify the
followina: Y The Engineer.. .......................................................................... (760) 602-2720
Carlsbad Fire Department Dispatch .................................................. (760) 931 -21 97
Carlsbad Police Department Dispatch ............................................... (760) 931-21 97
Carlsbad Traffic Signals Maintenance ............................................... (760) 438-2980 X-2937
Carlsbad Traffic Signals Operations.. .......................................... (760) 602-2752
North County Transit District.. ...................................................... (760) 967-2828
Waste Management ........................................................................... (760) 929-9400
The Contractor shall comply with their requirements. The Contractor shall obtain the Engineer's
written approval prior to deviating from the requirements of 2) through, and including, 7) above.
The Contractor shall obtain the written approval no less than five working days prior to placing any
traffic control that affects bus stops.
7-10.3 Street Closures, Detours, Barricades. Add the following: Traffic controls shall be in
accordance with the plans, Federal Highway Administration (FHWA) Manual on Uniform Traffic
Control Devices (MUTCD) 2003 Edition as amended by the MUTCD 2003 California Supplement and
these Supplemental Provisions. If any component in the traffic control system is damaged, displaced,
or ceases to operate or function as specified, from any cause, during the progress of the work, the
Contractor shall immediately repair said component to its original condition or replace said
component and shall restore the component to its original location. In the event that the Contractor
fails to install and/or maintain barricades or such other traffic signs, markings, delineation or devices
as may be required herein, the Engineer may, at hidher sole option, inslall the traffic signs, markings,
delineation or devices and charge the Contractor twenty dollars ($25.00) per day per traffic sign or
device, or the actual cost of providing such trafic control facility, whichever is the greater.
Add the following section:
7-1 0.3.1 Construction Area Signs and Control Devices. All construction traffic signs and control
devices shall be maintained throughout the duration of work in good order and according to the
approved traffic control plan. All construction area signs shall conform to the provisions of section
206-7.2 et seq. All temporary reflective pavement markers shall conform to the provisions of section
214-5.1 .et seq. All temporary reflective channelizers shall conform to the provisions of section 21 4-
5.2 et seq. All paint for temporary traffic striping, pavement marking, and curb marking shall conform
to the provisions of section 210-1.6 et seq. except that all temporary paint shall be rapid dry water
borne conforming to section 21 0-1.6for materials and section 31 0-5 et seq. For workmanship.
Warning and advisory signs, lights and devices installed or placed to provide traffic control, direction
and/or warning shall be ,Furnished, installed and maintained by the Contractor. Warning and advisory
signs, lights and devices shall be promptly removed by the Contractor when no longer required.
Warning and advisory signs that remain in place overnight shall be stationary mounted signs. Stationary signs that warn of non-existent conditions shall be removed' from the traveled way and
from the view of motorists in the traveled way or shielded from the view of the traveling public during
such periods that their message does not pertain to existing conditions. Care shall be used in
performing excavation for signs in order to protect underground facilities. All excavation required to
install stationary construction area signs shall be performed by hand methods without the use of
power equipment. Warning and advisory signs that are used only during working hours may be portable signs. Portable signs shall be removed from the traveled way and shielded from the view of
the traveling public during non-working hours. During the hours of darkness, as defined in Division 1,
Section 280, of the California Vehicle Code, portable signs shall be illuminated or, at the option of the
e Revised 10/08/03
Contractor, shall be in conformance with the provisions in section 206-7.2 et seq. If illuminated traffic
cones rather than post-type delineators are used during the hours of darkness, they shall be affixed
or covered with reflective cone sleeves as specified in CALTRANS “Standard Specifications”, except
the sleeves shall be 180 mm (7”) long. Personal vehicles of the Contractor‘s employees shall not be
parked within the traveled way, including any section closed to public traffic. Whenever the
Contractor’s vehicles or equipment are parked on the shoulder within 1.8 m (67 of a traffic lane, the
shoulder area shall be closed with fluorescent traffic cones or portable delineators placed on a taper
in advance of the parked vehicles or equipment and along the edge of the pavement at not less than
7.6 m (25’) intervals to a point not less than 7.6 m (25’) past the last vehicle or piece of equipment. A
minimum of nine (9) cones or portable delineators shall be used for the taper. A C23 (Road Work
Ahead) or C24 (Shoulder Work Ahead) sign shall be mounted, as required herein, on a signpost or
telescoping flag tree with flags. The signpost or flag tree shall be placed where directed by the
Engineer.
Add the following section:
7-1 0.3.2 Maintaining Traffic. The Contractor’s personnel shall not work closer than (insert minimum
acceptable lateral safety buffer distance, eg. 1.8 m (6’)), nor operate equipment within 0.6 m (2’) from
any traffic lane occupied by traffic. For equipment the than (insert minimum acceptable shy distance,
eg. 0.6 m (2’)) shall be measured from the closest approach of any part of the equipment as it is operated and/or maneuvered in performing the work. This requirement may be waived when the
Engineer has given written authorization to the reduction in clearance that is specific to the time,
duration and location of such waiver, when such reduction is shown on the traffic control plans
included in these contract documents, when such reduction is shown on the traffic control plans
prepared by the Contractor and approved by the Engineer or for the work of installing, maintaining
and removing traffic control devices. As a condition of such waiver the Engineer may require the
Contractor to detour traffic, adjust the width of, or realign the adjacent traffic lane, close the adjacent
traffic lane or provide barriers.
During the entire construction, a minimum of (one) paved traffic lanes, not less than (insert
appropriate minimum lane widths, eg.3.6m (12’) wide, shall be open for use by public traffic in each
direction of travel.
Add the following section:
7-10.3.3 Traffic Control System for Lane Closure. A traffic control system consists of closing traffic
lanes or pedestrian walkways in accordance with the details shown on the plans, Federal Highway
Administration (FHWA) Manual on Uniform Traffic Control Devices (MUTCD) 2003 Edition as
amended by the MUTCD 2003 California Supplement and provisions under ”Maintaining Traffic”
elsewhere in these Supplemental Provisions. The provisions in this section will not relieve the
Contractor from its responsibility to provide such additional devices or take such measures as may
be necessary to maintain public safety.
When lanes are closed for only the duration of work periods, all components of the traffic control
system, except portable delineators placed along open trenches or excavation adjacent to the
traveled way, shall be removed from the traveled way and shoulder at the end work period. If the
Contractor so elects, said components may be stored at selected central locations, approved by the
Engineer, within the limits of the right-of-way.
Contract No. FAC 05-01 Paae 57 of 70 Paaes
Add the following section:
7-1 0.3.4 Traffic Control for Permanent and Temporary Traffic Striping. During traffic stripe
operations, traffic shall be controlled with lane closures, as provided for under “Traffic Control System
for Lane Closure” of these Supplemental Provisions or by use of an alternative traffic control plan
proposed by the Contractor and approved by the Engineer. The Contractor shall not start traffic
striping operations using an alternative plan until the Contractor has submitted its plan to the
Engineer and has received the Engineer’s written approval of said plan.
Add the following section:
7-1 0.3.5 Temporary Pavement Delineation. Temporary pavement delineation shall be furnished,
placed, maintained and removed in accordance with the minimum standards specified in Chapter 5
of the “Traffic Manual”, 1996 edition published by CALTRANS. Whenever the work causes
obliteration of pavement delineation, temporary or permanent pavement delineation shall be in place
prior to opening the traveled way to public traffic. Lane line or centerline pavement delineation shall
be provided at all times for traveled ways open to public traffic. All work necessary, including any required lines or marks, to establish the alignment of temporary pavement delineation shall be
performed by the Contractor. When temporary pavement delineation is removed, all lines and marks
used to establish the alignment of the temporary pavement delineation shall be remoed by grinding.
Surfaces to receive temporary pavement delineation shall be dry and free of dirt and loose material.
Temporary pavement delineation shall not be applied over existing pavement delineation or other
temporary pavement delineation. Temporary pavement delineation shall be maintained until
superseded or replaced with permanent pavement delineation.
Temporary pavement delineation shall be removed when, as determined by the Engineer, the
temporary pavement delineation conflicts with the permanent pavement delineation or with a new
traffic pattern for the area and is no longer required br the direction of public traffic. When temporary
pavement delineation is required to be removed, all lines and marks used to establish the alignment
of the temporary pavement delineation shall be remoed.
Add the following section:
7-1 0.3.6 Preparation of New, or Modifications and Additions to Existing, Traffic Control Plan
Sheets. If no traffic control plans (TCP) or Traffic Control Staging plans (TCP) are included in the
project plans, or if the Contractor elects to modify TCP included in the project plans, the Contractor
shall have such new or modified TCP prepared and submitted as a part of the Work for any and all
construction activities that are located within the travelled way. The Contractor shall have TCP
prepared and submitted as a part of the Work for any construction activities that are a part of this
project that are not included in the project plans. The Contractor must submit the TCP for the
Engineer’s review in conformance with the requirements of section 2-5.3, et seq. and obtain the
Engineer’s approval of the TCP prior to implementing them. The minimum 20-day review period
specified in section 2-5.3.1 for shop drawings and submittals shall pertain to each submittal of TCP,
new, modified or added to, for the Engineer’s review. New or revised TCP submittals shall include all
TCP needed for the entire duration of the Work. Each phase of the TCP shall be shown in sufficient
scale and detail to show the lane widths, transition lengths, curve radii, stationing of features
affecting the traffic control plan and the methodology proposed to transition to the subsequent TCP
phase. When the vertical alignment of the travelled surface differs from the finished pavement
elevation vertical curves must also be shown. The Contractor may choose to modify, add to or
supplement the TCP it submits or substitute TCP to further its own interests. Such substitution shall
be prepared in type and kind as its previously approved plans. The level of detail, format, and graphics shall be of quality, level of detail, format, and graphics shall be of quality and size no less
than those on its previously approved submittal. Such modifications, supplements andlor new design
of TCP shall meet the requirements of the Engineer and Chapter 5 of the “Traffic Manual”, 1996
Edition as published by GALTRANS. Such modification, addition, supplement, and/or new design of
a Revised 10/08/03 Contract No. FAC 05-01 Pam 58 nf 71) Pnnnn
TCP shall be prepared by a registered professional engineer appropriately registered in the State of
California. The Engineer shall be the sole judge of the suitability and quality of any such
modifications, supplements, and/or new designs to TCP. The Engineer may approve any such
modifications, supplements, and/or new designs to the TCP when, in the Engineer’s sole opinion,
such modifications, supplements, and/or new designs to the TCP prepared by the registered
professional engineer retained by the Contractor will be beneficial to the best interests of the Agency.
Such modification, addition, supplement, andlor new design shall not be implemented and no work
shall be commenced that is contingent on such approval until the changed TCP are approved by the
Engineer. The preparation of such modification, addition, supplement, and/or new designs of TCP
shall not presuppose their approval or obligate the Agency in any fashion. Submittal and review
requirements for such modifications, supplements, and/or new designs to TCP shall conform to the
requirements of section 2-5.3 Shop Drawings and Submittals.
Add the following section:
7-10.3.7 Payment. The Contractor shall prepare and implement traffic control plans and shall furnish
all labor and materials to perform, install, maintain, replace and remove all traffic control as
incidentals to the work with which they are associated and no other compensation will be allowed
therefore.
Add the following section:
7-10.4.4 Safety and Protection of Workers and Public. The Contractor shall take all necessary
precautions for the safety of employees on the work and shall comply with all applicable provisions of
Federal, State and Municipal safety laws and building codes to prevent accidents or injury to persons
on, about, or adjacent to the premises where the work is being performed. The Contractor shall erect
and properly maintain at all times, as required by the conditions and progress of the work, all
necessary safeguards for the protection of workers and public, and shall use danger signs warning
against hazards created by such features of construction as protruding nails, hoists, well holes, and
falling materials.
7-13 LAWS TO BE OBSERVED. Add the following: Municipal ordinances that affect this work
include Chapter 11.06. Excavation and Grading. If this notice specifies locations or possible
materials, such as borrow pits or gravel beds, for use in the proposed construction project which
would be subject to Section 1601 or Section 1603 of the Fish and Game Code, the conditions
established pursuant to Section 1601 et seq. of the Fish and Game Code shall become conditions of
the contract.
SECTION 8 -- FACILITIES FOR AGENCY PERSONNEL
8-2 FIELD OFFICE FACILITIES. Add the following: No field office for agency personnel is required.
SECTION 9 -- MEASUREMENT AND PAYMENT
9-1 MEASUREMENT OF QUANTITIES FOR UNIT PRICE WORK
9-1.4 Units of Measurement, modify as follows: The system of measure for this contract shall be the
U.S. Standard Measures.
9-3 PAYMENT.
9-3.1 General. Delete the eighth paragraph and substitute the following: Guarantee periods shall
not be affected by any payment but shall commence on the date of recordation of the “Notice of
Completion”
Cnntmet Nn. FAC 05-01 Paae 59 of 70 Paaes
9-3.2 Partial and Final Payment. Delete the second paragraph and substitute the following:
Each month, the Engineer will make an approximate measurement of the work performed to the
closure date as basis for making monthly progress payments. The estimated value will be based on
contract unit prices, completed change order work and as provided for in Section 9-2 of the
Standard Specifications (SSPWC). Progress payments shall be made no later than thirty (30)
calendar days after the closure date. Five (5) working days following the closure date, the Engineer
shall complete the detailed progress pay estimate and submit it to the Contractor for the
Contractor’s information. Should the Contractor assert that additional payment is due, the
Contractor shall within ten (10) days of receipt of the progress estimate, submit a supplemental
payment request to the Engineer with adequate justification supporting the amount of supplemental
payment request. Upon receipt of the supplemental payment request, the Engineer shall, as soon as practicable after receipt, determine whether the supplemental payment request is a proper
payment request. If the Engineer determines that the supplemental payment request is not proper,
then the request shall be returned to the Contractor as soon as practicable, but not later than seven
(7) days after receipt. The returned request shall be accompanied by a document setting forth in
writing the reasons why the supplemental payment request was not proper. In conformance with
Public Contract Code Section 20104.50, the City shall make payments within thirty (30) days after
receipt of an undisputed and properly submitted supplemental payment request from the Contractor.
If payment of the undisputed supplemental payment request is not made within thirty (30) days after
receipt by the Engineer, then the City shall pay interest to the Contractor equivalent to the legal rate
set forth in subdivision (a) of Section 685.01 0 of the Code of Civil Procedure.
Add paragraph 6 et seq. as follows: After final inspection, the Engineer will make a Final Payment
Estimate and process a corresponding payment. This estimate will be in writing and shall be for the
total amount owed the Contractor as determined by the Engineer and shall be itemized by the
contract bid item and change order item with quantities and payment amounts and shall show all
deductions made or to be made for prior payments and amounts to be deducted under provisions of
the contract. All prior estimates and progress payments shall be subject to correction in the Final
Payment Estimate.
The Contractor shall have 30 calendar days from receipt of the Final Payment Estimate to make
written statement disputing any bid item or change order item quantity or payment amount.
The Contractor shall provide all documentation at the time of submitting the statement supporting its
position. Should the Contractor fail to submit the statement and supporting documentation within the
time specified, the Contractor acknowledges that full and final payment has been made for all
contract bid items and change order items.
If the Contractor submits a written statement with documentation in the aforementioned time, the
Engineer will review the disputed item within 30 calendar days and make any appropriate
adjustments on the Final Payment. Remaining disputed quantities or amounts not approved by the
Engineer will be subject to resolution as specified in subsection 3-5, Disputed Work.
The written statement filed by the Contractor shall be in sufficient detail to enable the Engineer to
ascertain the basis and amount of said disputed items. The Engineer will consider the merits of the
Contractor’s claims. It will be the responsibility of the Contractor to furnish within a reasonable time
such further information and details as may be required by the Engineer to determine the facts or
contentions involved in its claims. Failure to submit such information and details will be sufficient
cause for denying payment for the disputed items.
a Revised 10/08/03 Contract No. FAC 05-01
9-3.2.1 Payment for Claims. Add the following: Except for those final payment items disputed in the
written statement required in subsection 9-3.2 all claims of any dollar amount shall be submitted in a
written statement by the Contractor no later than the date of receipt of the final payment estimate.
Those final payment items disputed in the written statement required in subsection 9-3.2 shall be
submitted no later than 30 days after receipt of the Final Payment estimate. No claim will be
considered that was not included in this written statement, nor will any claim be allowed for which
written notice or protest is required under any provision of this contract including sections 3-4
Changed Conditions, 3-5 Disputed Work, 6-6.3 Payment for Delays to Contractor, 6-6.4 Written
Notice and Report, or 6-7.3 Contract Time Accounting, unless the Contractor has complied with
notice or protest requirementj.
The claims filed by the Contractor shall be in sufficient detail to enable the Engineer to ascertain the
basis and amount of said claims. The Engineer will consider and determine the Contractor’s claims
and it will be the responsibility of the Contractor to furnish within a reasonable time such further
information and details as may be required by the Engineer to determine the facts or contentions
involved in its claims. Failure to submit such information and details will be sufficient cause for
denying the claims.
Payment for claims shall be processed within 30 calendar days of their resolution for those claims
approved by the Engineer. The Contractor shall proceed with informal dispute resolution under
subsection 3-5, Disputed Work, for those claims remaining in dispute.
Add the following Section:
9-3.3.1 Delivered Materials. The cost of materials and equipment delivered but not incorporated into
the work will not be included in the progress estimate.
Add the following Section:
9-3.4.1 Mobilization and Preparatory Work. Payment for mobilization and preparatory Work will be
included in the various items of work and no other payment will be made.
Contract No. FAC 05-01 Page 61 of 70 Pages
!
SUPPLEMENTAL PROVISIONS
TO
“GREEN BOOK”
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
PART 2, CONSTRUCTION MATERIALS
SECTION 206 - MISCELLANEOUS METAL ITEMS
Add the following section:
206-7.2 Temporary Traffic Signs. Temporary traffic signs shall consist of all signs used for the
direction, warning, and regulation of vehicle (including bicycle) and pedestrian traffic during the
Contractor’s performance of the Work. Temporary traffic signs include both stationary and portable
signs.
Add the following section: 206-7.2.1 General. Materials, legend, proportion, size, and fabrication of all temporary traffic signs
used for the direction, warning, and regulation of vehicle (including bicycle) and pedestrian traffic
shall conform to the requirements of “Specifications For Reflective Sheeting Signs, October 1993”,
Sheets 1 through 5 that accompany “Specifications For Reflective Sheeting Signs, October 1993” of
dimensions and details, dated April 1987, and “OPAQUE COLOR CHART”, dated February 1980, all
published by the State of California, Department of Transportation, Division of Procurement Services,
Office of Material Operations, 1900 Royal Oaks Drive, Sacramento, CA 95819 and as modified
herein. Where The “Specification For Reflective Sheeting Signs, October 1993” require the
Contractor or supplier to notify the Department of Transportation or to certify compliance to said
“Specifications For Reflective Sheeting Signs, October 1993”, to provide a quality control program or
to allow testing, approval, observation of manufacturing or assembly operations by the State of
California, Department of Transportation and/or its employees or officials, such rights shall be vested
in the Engineer.
Add the following section:
206-7.2.2 Drawings. Modify the “Specifications For Reflective Sheeting Signs, October 1993 as
follows: Standard temporary traffic signs shall be as per the most recently approved “Approved Sign
Specification Sheets” of the State of California, Department of Transportation. The date of approval
shall be the date most closely preceding the date of manufacture of the sign(s) or the date of the
“Notice to Proceed” of this contract, whichever is most recent.
Add the following section:
206-7.2.3 Reflective Sheeting. Modify the “Specifications For Reflective Sheeting Signs, October
1993 as follows: All advisory signs, warning signs and all regulatory signs shall be fabricated with
Type Ill encapsulated lens sheeting conlbrming to the requirements of this specification.
Add the following section:
206-7.2.4 Substrate. Modify the “Specifications For Reflective Sheeting Signs, October 1993” as
follows: Excepting only construction warning signs used at a single location during daylight hours for
not more than five (5) consecutive days, all signs used for the direction, warning, and regulation of
vehicle (including bicycle) and pedestrian traffic shall be stationary mounted and shall use aluminum
substrate.
’3 Revised 10/08/03 Contract No. FAC 05-01 Paae 62 of 70 Paoss
Add the following section:
206-7.2.5 Stationary Mounted Temporary Traffic Signs. Stationary mounted temporary traffic
signs shall be installed on IO-gage and 12-gage cold-rolled steel perforated tubing posts in the same
manner shown on the State of California, Department of Transportation “Standard Plans” 1995
edition standard plans numbers RSI, RS2, RS3 and RS4 for installation of roadside signs, except as
follows:
a) Wood posts shall not be used.
b) Back braces and blocks for sign panels will not be required.
c) The height to the bottom of the sign panel above the edge of traveled way shall be at least
2.1 m (7’). d) Unless otherwise shown on the plans traffic sign posts shall conform in materials and
installation to SDRS drawing M-45 and shall have one post provided for each 0.48 m2 (5
ft2)of sign area, or the signs may be installed on existing lighting standards when approved
by the Engineer.
e) Sign panels mounted on temporary traffic sign posts shall conform to the requirements
specified for aluminum signs in the “Specifications For Reflective Sheeting Signs, October
1993”.
Add the following section:
206-7.2.6 Temporary Traffic Sign Posts. Posts shall be IO-gage or 12-gage cold-rolled steel
perforated tubing used for the support and stabilization of stationary mounted temporary signs. Post
size and number of posts shall be as shown on the plans, except that when stationary mounted signs
are installed and the type of sign installation is not shown on the plans, post size and the number of
posts will be determined by the Engineer. Sign panels for stationary mounted signs shall consist of
reflective sheeting applied to a sign substrate.
Add the following section:
206-7.2.7 Portable Temporary Traffic Signs. Each portable temporary traffic sign shall consist of a
base, standard or framework and a sign panel. The units shall be capable of being delivered to the
site of use and placed in immediate operation. Sign panels for portable signs shall conform to the
requirements of sign panels for stationary mounted signs in the “Specifications For Reflective
Sheeting Signs, October 1993, or shall be cotton drill fabric, flexible industrial nylon fabric, or other
approved fabric. Fabric signs shall not be used during the hours of darkness. Si=, color, and legend
requirements for portable signs shall be as described for stationary mounted sign panels in section
206-7.2 of these Supplemental Provisions. The height to the bottom of the sign panel above the
edge of traveled way shall be at least 0.3-m (12”). All parts of the sign standard or framework shall
be finished with 2 applications of orange enamel which will match the color of the sign panel
background. Testing of paint will not be required.
Add the following section:
206-8 LIGHT GAGE STEEL TUBING AND CONNECTORS.
Add the following section:
206-8.1 General. This Section pertains to 1 0-gage and 12-gage cold-rolled steel perforated tubing
used for the support and stabilization of signs. All shapes shall have a galvanized finish and shall be
cold-roll-formed steel conforming to ASTM Designation A-446, Grade A. Galvanizing shall conform to
ASTM A-525, Designation G-90. Galvanizing shall be performed after all forming and punching
operations have been completed. Cold-rolled steel perforated tubing shall be perforated on all four
faces with 11 mm (7/16”) holes on 25 mm (1’7 centers.
Contract No. FAC 05-01 Paae 63 of 70 Panes
Add the following section:
206-8.2 Tolerances. Wall thickness tolerance shall not exceed +0.28 mm, -0.13 mm (+0.011:
-0.005). Convexity and concavity measured in the center of the flat side shall not exceed a tolerance
of +0.25 mm (+0.010) applied to the specific size determined at the corner. Straightness tolerance
variation shall not exceed 1.6 mm in 1 m (1/16 " in 3'). Tolerance for corner radius is 4.0mm (5/32"),
plus or minus 0.40 mm (1/64"). Weld flash on corner-welded square tubing shall permit 3.60 mm
(9/64") radius gage to be placed in the corner. Using 10-gage or 12-gage square tube, consecutive
size tubes shall telescope freely for 3.lm (10'). Tolerance on hole size is plus or minus 0.40 mm
(1/64") on a size. Tolerance on hole spacing is plus or minus 3.2 mm in 6.1 m (1/8" in 20'). In
addition, for the following specific sizes of light gage steel tubing, dimensional tolerances shall not
exceed those listed in tables 206-8.2 (A) and 206-8.2(B).
TABLE 206-8.2(A)
LIGHT GAGE STEEL TUBING SIZE TOLERANCE
Nominal Outside Dimensions I Outside Tolerance for All Sides at Corners
TABLE 206-8.2(B)
LIGHT GAGE STEEL TUBING SQUARENESS OF SIDES AND TWIST
Nominal Outside Dimension I Squarenesd') I Twist Permissible in 900 mm (37
Tubing may have its sides failing to be 90 degrees to each other bythe tolerance listed.
(*) Twist is measured by holding down the edge of one end of a square tube on a surface plate
with the bottom side of the tube parallel to the surface plate, and noting the height that either
corner on the opposite end of the bottom side is aboe the surface plate.
Add the following section:
206-8.3 Fasteners. Fasteners used to assemble cold-rolled steel perforated tubing shall be steel
"pull-through" electrogalvanized rivets with 9.5 mm (3/8") diameter shank, 22 mm (7/8") diameter
head, and a grip range of from 5 mm (0.200") to 0.90 mm (0.356"). The fasteners shall conform to
ASTM B-633, Type Ill
'3 Revised 10/08/03 Contract No. FAC 05-01 Pane fiA nf 7n Panoc
SECTION 213 - ENGINEERING FABRICS
Add the following section:
213-3 EROSION CONTROL SPECIALTIES.
Add the following section:
213-3 Gravel bags. Gravel bags for the use of temporary erosion control shall be burlap type, filled
with no less than 23kg (50 Ibs) of 19 mm (3/4(0 crushed rock and securely tied closed. Plastic bags
are not acceptable.
(7nntrnnt No. FAC 05-01 Paae 65 of 70 Paaes
SUPPLEMENTAL PROVISIONS
TO
STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION
PART 3, CONSTRUCTION METHODS
SECTION 300 - EARTHWORK
300-3 STRUCTURE EXCAVATION AND BACKFILL
300-3.1 General. add the following: The Contractor shall excavate to the lines and levels required
and/or shown on the Drawings. The Contractor shall provide all shoring, bracing, cribbing, pumping,
and planking required. The Contractor shall excavate and maintain the bottom of all trenches in a
condition that is level, firm, clean and free from all debris or foreign matter. Excavations shall be kept
free from water at all times. The Contractor shall remove any unsuitable material encountered below
grade as directed by the Engineer
300-4 UNCLASSIFIED FILL
300-4.2 Preparation of Fill Areas. add the following: Except as provided in section 300-4.7,
"Compaction", areas proposed for improvements all fill (including backfill and scarified ground
surfaces) shall be compacted by the Contractor to no less than 90 percent of maximum dry density
as determined in accordance vdth ASTM Test Procedure D1557-91.
300-4.6 Application of Water. add the following: The Contractor shall place all fill soil at a
moisture content no less than one (I) percent below optimum moisture as determined by ASTM test
I
D-I 557-91.
Add the following section:
300-9.2 General. The Contractor shall provide erosion control and water pollution control conforming
to the requirements shown on the plans, as specified herein, and as elsewhere required by the
Contract Documents. Erosion control and water pollution control shall include the work specified
herein, and such additional measures, as may be directed by the Engineer, to meet Best
Management Practices, as defined herein, and to properly control erosion and storm water damage
of the limits of work and construction impacts upon areas receiving drainage flows from within the
limits of work.
Add the following section:
300-9.2.2 Payment. Full compensation for performing erosion control and water pollution control,
conforming to the operational requirements herein, of the BMP and conforming to the requirements of the Federal Water Pollution Control Act, including the latest amendments thereto, which is not a
part of the planned permanent work or included as a separate bid item shall be considered as
included in the contract price bid and no additional compensation wll be allowed therefore.
e Revised 10/08/03 Contract No. FAC 05-01
300-13 STORM WATER POLLUTION PREVENTION PLAN
Add the following section: 300-13.1 Storm Water Pollution Prevention Plan. As part of the storm water pollution prevention work, the Contractor shall prepare and submit Storm Water Pollution Prevention Plan, hereafter referred to as the “SWPPP,“. The SWPPP shall conform to the requirements of the “Greenbook” Standard Specifications for Public Works Construction, the requirements in the California Storm Water Quality Association, Stormwater Best Management Practice Handbook, Construction (“Handbook), the requirements of the Permit, the requirements in the plans and these supplemental provisions.
300-13.1 .l SWPP Document Within 15 calendar days after the execution of the contract, the Contractor shall submit 3 copies of the SWPPP to the Engineer, in accordance with Section 2-5.3.3 of these Special Provisions. Contractor will be provided the digital format for SWPPP to complete required sections. If revisions are required, as determined by the Engineer, the Contractor shall revise and resubmit the SWPPP within 15 days of receipt of the Engineer’s comments and shall allow 5 days for the Engineer to review the revisions. Upon the Engineer’s acceptance of the SWPPP, 3 additional copies of the SWPPP, incorporating the required changes, shall be submitted to the Engineer. In order to allow construction activities to proceed, the Engineer may conditionally approve the SWPPP while minor revisions are being completed.
The objectives of the SWPPP shall be to identify pollution sources that may adversely affect the quality of storm water discharges associated with the project and to identify, construct, implement and maintain storm water pollution prevention measures, hereafter referred to as control measures, to reduce to the extent feasible pollutants in storm water discharges from the construction site both during and after construction is completed under this contract.
The SWPPP shall incorporate control measures in the bllowing categories: 1. Soil stabilization practices; 2. Sediment control practices; 3. Wind erosion control practices; and 4. Non-storm water management and mste management and disposal control practices.
Specific objectives and minimum requirements for each category of control measures are contained in the Handbook.
The Contractor shall designate a Water Pollution Control Manager who will have the responsibilities outlined in the SWPPP.
The SWPPP shall include, but not be limited to, the bllowing items as described in the SWPPP:
1. Source Identification; 2. Erosion and Sediment Controls; 3. Non-Storm Water Management; 4. Waste Management and Disposal; 5. Maintenance, Inspection and Repair; 6. Training; 7. List of Contractors and Subcontractors; 8. Post-Construction Storm Water Management; 9. Preparer; 10. Copy of the local permit; 11. BMP Consideration Checklist; 12. SWPPP Checklist; 13. Schedule of Values; and 14. Storm Water Pollution Prevention Drawings.
Cnntmnt Nn. FAC 05-01 Paae 67 of 70 Paaes
The Contractor shall amend the SWPPP, graphically and in narrative form, whenever there is a
change in construction activities or operations which may affect the discharge of significant quantities
of pollutants to surface waters, ground waters, municipal storm drain systems, or when deemed
necessary by the Engineer. The SWPPP shall also be amended if it is in violation of any condition of
the Permit, or has not effectively achieved the objective of reducing pollutants in storm water
discharges. Amendments shall show additional control measures or revised operations, including
those in areas not shown in the initially accepted SWPPP, which are required on the project to
control water pollution effectively. Amendments to the SWPPP shall be submitted for review and
acceptance by the Engineer in the same manner specified for the initially accepted SWPPP.
Accepted amendments shall be dated and logged in the SWPPP. Upon acceptance of the
amendment, the Contractor shall implement the additional control measures or reised operations.
The Contractor shall keep a copy of the accepted SWPPP and accepted amendments at the project
site. The SWPPP shall be made available upon request of a representative of the Regional Water
Quality Control Board, State Water Resources Control Board, U.S. Environmental Protection Agency or local storm water management agency. Requests by the public shall be directed to the Engineer.
By June 15 of each year, the Contractor shall submit an annual certification to the Engineer stating
compliance with the requirements governing the Permit. If the project is in non-compliance at any
time, the Contractor shall make a written report to the Engineer within 15 days of identification of
non-compliance.
Add the following section:
300-13.1.3 Payment. Preparation, implementation and management of SWPPP shall be
considered incidental to the items of work and no additional payment will be made therefore.
Add the following section:
300-13.1.4 SWPPP Implementation. Upon acceptance of the SWPPP, the Contractor shall be
responsible throughout the duration of the project for installing, constructing, inspecting and
maintaining the control measures included in the SWPPP and any amendments thereto and for
removing and disposing of temporary control measures. Unless otherwise directed by the Engineer
or specified in these supplemental provisions, the Contractor's responsibility for SWPPP
implementation shall continue throughout any temporary suspension of work ordered in accordance
with Section 6-3, "Suspension of Work". Requirements for installation, construction, inspection,
maintenance, removal and disposal of control measures are specified in the "Handbook" and these
supplemental provisions.
Soil stabilization practices and sediment control measures, including minimum requirements, shall be
provided throughout the winter season, defined as between October 1 and April 30.
Implementation of soil stabilization practices and sediment control measures for soil-disturbed areas
of the project site shall be completed, except as provided for below, no later than 20 days prior to the
beginning of the winter season or upon start of applicable construction activities for projects which
begin either during or within 20 days of the winter season.
The Contractor shall implement, year-round and throughout the duration of the project, control
measures included in the SWPPP for sediment tracking, hnd erosion, non-storm \Mater management
and waste management and disposal.
The Engineer may order the suspension of construction operations, at the Contractor's cost, which
create water pollution if the Contractor fails to conform to the requirements of this section as
determined by the Engineer.
@ Revised 10/08/03 Contract No. FAC 05-01 Page 68 of 70 Pages
Add the following section:
300-1 3.1.5 To ensure the proper implementation and functioning of control
measures, the Contractor shall regularly inspect and maintain the construction site for the control
measures identified in the SWPPP. The Contractor shall identify corrective actions and time frames
to address any damaged measures or reinitiate any measures that have been discontinued.
Maintenance.
The construction site inspection checklist provided in the “Handbook shall be used to ensure that
the necessary measures are being properly implemented, and to ensure that the control measures
are functioning adequately. The Contractor shall submit one copy of each site inspection record to
the Engineer, within two days of the inspection.
During the winter season, inspections of the construction site shall be conducted by the Contractor to
identify deficient measures, as follows:
I. When the five-day rain probability forecast exceeds forty percent (40%).
2. After any precipitation which causes runoff capable of carrying sediment from the construction
site;
3. At 24 hour intervals during extended precipitation events; and
4. Routinely, at a minimum of once every week.
If the Contractor or the Engineer identifies a deficiency in the deployment or functioning of an
identified control measure, the deficiency shall be corrected by the Contractor immediately, or by a
later date and time if requested by the Contractor and accepted by the Engineer in writing, but not
later than the onset of subsequent precipitation events. The correction of deficiencies shall be at no
additional cost to the City.
SECTION 304 - METAL FABRICATION AND CONSTRUCTION
304-3 CHAIN LINK FENCE.
304-3.2 Fence Construction. add the following:
be provided by the contractor in the areas indicated on the plans.
Temporary chain link construction fencing shall
304-3.3 Installation of Gates. add the following: Gates shall be double-swing type and shall
provide a clear width for a 4.6 m (15’) wide access road or shall be as wide as possible in the
locations indicated on the plans.
SECTION 306 - UNDERGROUND CONDUIT CONSTRUCTION
306-5 ABANDONMENT OF CONDUITS AND STRUCTURES. Add the following: Unless otherwise
noted on plans, the Contractor shall remove all existing abandoned pipelines and conduits of any
type, or use, and pipelines and conduits of any type, or use, that are abandoned during the course of
the work and shall replace said pipelines and conduits with properly compacted soils. Payment for removal and disposal of abandoned utilities shall be included in the lump-sum bid.
@ Revised 10/08/03 Contract No. FAC 05-01
SUPPLEMENTAL PROVISIONS
FOR
GEORGINA COLE HVAC REPLACEMENT FAC 05-01
APPENDIX “A”
SPECIAL CONSTRUCTION PROVISIONS
1. The Work
The Contract work to be performed hereunder includes the furnishing of all labor and
equipment and furnishing and installing all materials, unless herein specifically excepted,
necessary for the complete and satisfactory removal and replacement of all HVAC systems
for the Georgina Cole Library as specified in this contract or on the drawings.
The work shall consist of removing, relocating and replacing HVAC systems as detailed on
the plans and in these specifications. Contractor is advised to read these requirements
carefully and bid the job according.
The work includes providing a properly operating and fully tested system.
2. Work Sites
The Contract work site is located in several locations in the Georgina Cole Library as detailed
in this section, shown in the Appendix, or as shown on the Construction Drawings. Work
areas, Special Construction requirements are detailed below. Quantities listed are for
informational purposes only. Actual quantities shall be verified in the field.
3. Construction Plans (Drawings)
The following Construction Plans are made a part of these Contract Documents:
CONSTRUCTION PLANS (24" X 36"l
- Title # of Sheets.
DWG426-3 28
4. Notice of Award and Notice to Proceed
Upon Notice of Award, Contractor is hereby authorized to execute Contract and secure
Performance and Payment Bonds and Certificates of Insurance.
Upon execution of Contract by Owner, Contractor is authorized to begin document
submission, material ordering, and construction scheduling.
5. Data to be Submitted by Contractor
Contractor shall furnish Owner submittals for all materials to be furnished for review and
acceptance by Owner prior to Contractor performing work to which data pertains. Submittals
shall be provided in accordance with the Special Provisions.
Prior to beginning construction, Contractor shall submit emergency phone numbers for the
construction superintendent, construction foreman, and all company principals.
6. Contractor Cooperation and Coordination
Contractor shall cooperate with Owner, San Diego Gas and Electric, and all other 0 jurisdictional agencies. Owner will have representatives on site to observe and verify compliance with Contract Documents. Contractor shall perform work in a manner not to interfere with operation of said facilities except as detailed in the scheduled facility closure as detailed in this section.
Contractor shall perform his work in accordance with the sequence of work as specified herein. Contractor shall coordinate all work with the Owner. A detailed weekly schedule of
proposed work shall be provided to the Owner the Thursday preceding each week.
Permits, Licenses, Certificates, Laws and Ordinances
A. Contractor and all subcontractors shall procure and maintain'a valid City of Carlsbad
Business License for the duration of the Contract.
7.
B. California Reqional Water Quality Control Board, San Dieso Resion
Contractor shall not allow any discharges from the construction site, which may have an adverse effect on receiving waters of the United States.
Contractor shall not allow any groundwater extraction water to be discharged from construction site except in full compliance with the General Waste Discharge
Requirements for Ground Water Extraction and Similar Discharges from Construction and Remediation Projects (Order No. 96-41) adopted by the Regional Board. Prior to submitting Bid, Contractor shall obtain a copy of said Order No. 96-41 and review all compliance requirements therein, including monitoring, testing, and reporting.
Contractor shall provide all labor, material, and equipment necessary to comply with Regional Board requirements for discharge water from groundwater extractions, line flushing, and testing operations, including all monitoring, testing, and reporting.
C. In the event of conflict between the Contract and Permit requirements, the most
stringent shall prevail. All permit requirements shall be satisfied by Contractor and accepted by all issuing agencies, and the Owner before project will be accepted and a Notice of Completion filed.
D. Contractor shall, at his own expense, procure any additional permits, certificates, and
licenses required of him by law for the execution of the work. He shall comply with all Federal, State and local laws, ordinances or rules and regulations relating to the
performance of said work.
8. Storage of Materials and Equipment
Contractor shall not store materials or equipment on private or public property without written permission from the affected property owners approving such use. Said written permission shall be submitted to Owner prior to Contractor moving materials or equipment onto site.
Contractor's equipment shall be removed from public or private right-of-way and placed in the Contractor's designated storage areas at the end of each workday.
Contractor may utilize storage areas as indicated on the drawings. Additional Storage is available on the City owned vacant parcel located across Carlsbad Village Drive. The contractor shall provide temporary fencing for any and all storage areas located at the Library site or across the street at his expense.
9. Earthwork and Soil Compaction Tests
Earthwork shall be performed in accordance with the Basic Earthwork Specifications except
as modified herein or on the Contract Drawings.
Contractor shall notify Owner when any work is complete and ready for compaction testing.
After such notification, Owner will have all necessary tests made, by a Soils Engineer of his
choosing,-and Uwner wilT paTTor all %sE-that pass.-Contractor shall pay for all tests that fail
- -__in-these _otcdebrmm ’ ing-compliance of completed backfill with-compaction requirements.
Owner will not pay for any preliminary or progress tests; however, Contractor may do so at
his own expense. Passing compaction tests will be required prior to construction of any
structures.
Excavation of soil and re-compaction shall be performed to provide proper foundation for
structures as specified in the Contract or on the Drawings.
10. Preservation of Existing Improvements, Restoration of Work Site and Disposal of Spoil
and Waste Materials
A. Contractor shall perform his operations so that existing improvements including
landscaping, roads and other paved surfaces adjacent to or in the vicinity of the work
site are not damaged. Contractor shall repair and restore any disturbed or damaged
private or public improvements, which result from his operations to the satisfaction of
the Owner, or the agency having jurisdiction over said improvements, all at his
expense.
B. All work sites shall be restored to pre-job conditions and shall meet the requirements
of Owner.
Owner is obligated to keep visual impact of the work sites to a minimum; therefore,
Contractor is required to restore all areas altered by construction to pre-existing
conditions. Such areas shall include, but shall not be limited to, areas used for travel,
parking, and storage of vehicles,_equipment and materials.
C. Contractor shall be responsible for the proper disposal of all waste materials resulting
from his operations, including rubbish, packaging materials, discarded equipment
parts, and damaged construction materials, in a manner and at locations suitable to
the Owner and all health and other regulatory agencies.
Contractor shall obtain a water meter from Owner or serving utility and install same at
locations required to perform his operations. Contractor shall pay all costs for meter and
water used during construction.
12. Progress Schedule
Contractor shall submit a schedule per the requirements of SSPWC and shall update this
schedule on a bi-weekly basis. The Contractor shall provide this updated schedule to the
Project Inspector on Thursday.
13.
14.
15.
A.
Construction Staking
Contractor shall furnish all construction staking required to perform the Work. Contractor
shall protect all survey monuments and he shall pay all costs to reestablish any monuments
destroyed or disturbed.
Salvage
Contractor shall meet with the Owner prior to removal of any malarial.or-equ@ment from the
Library, and the Owner shall designate which equipment, piping, valves, and fittings (if any)
are to be salvaged by the Contractor. Salvage shall be delivered, unloaded, and stored by
the Contractor as directed by Owner at the Owner's Operations Yard at 405 Oak Avenue. All
other equipment and materials removed shall be considered waste and disposed of by the
Contractor.
Sequence of Work
Introduction
Project Work includes the following major components: Contract Execution and Equipment
Submittal, submittal and installation of traffic control, Installation of site fencing, delivery and
storage of long lead time equipment, closure of the Library, demolition and removal of
equipment to be replaced, installation of new equipment, repair of facility demolished to allow
construction and removal of equipment, testing and acceptance of the new HVAC system.
Some of these project components may be constructed simultaneously; however,
construction of certain project components may not commence until other components are
complete and operational. Project components which rely on the completion of other work
include the demolition of the existing equipment and the repairs to the facility needed to
perform the work.
In addition, the City of Carlsbad will be placing a modular building at the site to provide
limited library services during the construction. The Contractor shall coordinate his activities
with the City of Carlsbad, the modular building supplier, the temporary power service
contractor and the City's Information Technology department and their associates.
In addition, due to City's need to provide uninterrupted Library service, disruptive work
activities must be completed during the "low-use" period for the Library. The "low-use"
period is between November 14, 2005 and January 15, 2006. The following work activities
shall be completed during the "low-use" period.
1. Installation of traffic control.
2. Lower parking lot closure.
3. Installation of temporary fencing.
4. Library closure.
5. Demolition.
6. Construction.
7. Testing and Acceptance.
A detailed sequence of work for major project components is provided hereinafter.
B. General
1. Prior to scheduling or installing traffic control, temporary fencing, the Contractor shall
comply with the following conditions set forth in this specification.
The Contractor shall provide written notice to the Project Inspector of his
intent to begin this phase a minimum of 14 Calendar days prior to
commencing with this work. At this notification, the City shall order and
- -. ---__--install. twemporary mcdh-facllity_and shall begin moving the library
operations to this modular. The modular cannot be installed until the
Contractor provides the necessary traffic control and fencing. It is critical
that the Contractor coordinate these activities with the Project Inspector.
All items designated as long lead-time items shall have an approved
submittal and shall be scheduled for delivery to the site within two weeks of
these installations.
0 Temporary power service must be installed and ready for use.
2. Prior to scheduling closure of the Library for construction, the Contractor shall comply
with the following conditions set forth in this specification.
The Contractor shall provide written notice to the Project Inspector of his
intent to begin this phase a minimum of 14 Calendar days prior to
commencing with this work.
All traffic control and temporary fencing shall be in place.
All items and equipment designated as long lead-time items must be on site
and ready for installation.
The temporary modular facility must be on site. It is critical that the
Contractor coordinate these activities with the Project Inspector.
The start date of this Phase of Work is considered the beginning of Phase Ill
for Incentive and Disincentive bonus and penalty. __ -
3. 14 Calendar days prior to closing the Library and prior to beginning any work that
impacts Library or HVAC operations, the Contractor shall submit in writing his
proposed schedule, method and work locations, including equipment, to the Owner.
Said schedule, method, and locations shall be approved by Owner prior to beginning
work.
Contractor shall coordinate his work with the Owner and provide the Owner with a
detailed updated schedule of activities each week.
Contractor is advised that at his option, weekend and after hours work will be allowed during Phase Ill in accordance with other sections of this contract.
Unless otherwise specified, Contractor shall schedule his work so HVAC systems are
fully functional prior to closing and are operational prior to re-opening the Library.
Prior to commencing any demolition work, Contractor shall have all required material
and equipment onsite.
4. Prior to beginning construction, Contractor shall excavate, expose, and determine
("pothole") the exact location and depth of each and every potential interference
including, but not limited to, all facilities shown specifically (depth and location) on
these drawings, or which have been located and marked by respective non member
companies or utilities.
5. Prior to performing connection construction work, Contractor shall verify pipe
materials, diameters, and elevations, and provide appropriate materials to complete
- - _connection constru~bnvaLbased on ContractorMieldrneauremeats-
6. During construction, certain existing electrical systems must remain energized at all
times. These items include IT systems, parking lot lighting and alarm circuits.
Contractor shall coordinate temporary power service to these systems.
7. Sequence of work herein shall be followed by Contractor to limit the impact to Library
services. Sequence of work is not intended to cover every specific item of work
necessary, and shall not relieve the Contractor from responsibility to coordinate and
perform all work in accordance with the plans and specifications.
8. Contractor shall be responsible for repairing any Owner facilities or equipment
damaged as a result of his work performance. Contractor shall be responsible for
maintaining all required electrical systems at all times. Cost incurred by the Owner
due to Contractor's failure to maintain said equipment and facilities shall be deducted
from the Contract.
9. Any proposed modifications to the Sequence of Work provided herein shall be
submitted in writing to the Owner for approval. If approved, said modified Sequence
of Work shall be implemented by the Contractor at no additional cost to the Owner.
Any proposed modifications to the specified Sequence of Work shall reflect the
necessary changes in all other project components.
16. Location of Equipment and Ambient Environmental Conditions
All mechanical and electrical equipment shall be designed to operate at the project site,
which is located in a coastal environment. Derating and necessary oversizing to achieve
performance shall be incorporated in equipment design. The project site is at an elevation
approximately 50' above mean sea level. Maximum design ambient temperature shall be
100°F and minimum design ambient temperature shall be 40°F. Relative humidi,ty may range
from 10% to 95%. Cooling of equipment will be by circulation of outside air which contains
salt and dust. Equipment shall be designed to prevent damage which could be caused by
high or low ambient temperature within the specified range, freezing, dust in the air, winds of
up to 70 mph, and wet weather conditions. Equipment shall be specifically designed to
function satisfactorily under said conditions. All electrical and mechanical equipment shall be
suitable sealed.
~
17. Operation and Maintenance Manuals and Training
The Contractor shall provide ten (10) approved copies of detailed operations and
maintenance (O&M) manuals at least 30 days prior to startup and testing for all mechanical
and electrical equipment he furnishes. O&M manuals shall be provided for all equipment and
shall be in accordance with requirements of "Contractors Submittals Technical
Specifications." O&M manuals shall be submitted as shop drawings and shall be subject to
approval by the Owner.
The Contractor shall cause the equipment manufacturers to provide experienced and when
applicable, factory-trained personnel, to train the Owner's Operation and Maintenance
personnel. Training shall include review of the O&M manuals as well as a hands on training
period with each piece of equipment listed. No training shall be provided on Mondays or
Fridays. The Contractor shall provide a minimum of 14 days advance notice of training
sessions. Required training and minimum training time shall be as follows:
_______________~~__ __
Chiller
Centrifugal Pumps
2
2
1 Evaporator
Variable Speed Drives
~~ Main Service Center
1 Boiler I 2 I
1
1
2
I Instrumentation and Controls I I
Evar ---'--
Main Service Center
Variable apeea urives
~~
I 4 I
I 1 I
I z
The training shall be performed a minimum of 1 day after the completion of start-up.
The training shall provide the Owner's Operation and Maintenance personnel with sufficient
information on the theory, design, operation and maintenance practices (routine monitoring,
eyeing abnormal and normal operation, troubleshooting techniques, and preventative and
corrective maintenance) to ensure that equipment and systems can be efficiently and
effectively operated and _maintained upon training completion. A minimum of 10 training
manuals shall be provided. A training manual on each piece of equipment listed shall be
submitted to the Engineer for approval a minimum of two weeks prior to training. Training
manuals shall include the experience and qualifications of each instructor. The Engineer or
his designee will be attending and monitoring training sessions. If any session is deemed
unacceptable by the Engineer, the contents or instructor shall be changed and the session
repeated at no cost to the Owner.
Including System Interactions
Ventilation Equipment
18. Lubrication
4
2
Contractor shall lubricate the bearing surfaces of all moving parts. Contractor shall be
responsible to furnish lubricants and lubricate all equipment. Contractor is referred to the
lubrication requirements specified in the General Mechanical and Equipment Technical
Specifications. Prior to start-up, Contractor shall lubricate all equipment and arrange for the
respective manufacturer's service engineer to inspect all lubrication.
19. Specified Model Numbers
All model numbers used herein are provided for information only, to assist Contractor in
selecting equipment that conforms to specifications. In case of any conflict between model
numbers given herein and the descriptive specifications or performance specified, the
descriptive specifications and performance specified shall govern.
20.
21.
22.
23.
24.
25.
Inspection & Fees
Contractor shall bear all costs and fees incurred as a result of inspection services furnished
by utilities or others.
In the event the Contractor requests to work outside the stated working hours, or on holidays,
and the Owner agrees to same, the Contractor shall pay for the Inspector's time at the rate of
$1 00.00 per hour.
The City of Carlsbad has procured a Building Permit from the Building Official. The
Contractor shall coordinate and call for any and all inspections required 'by the Building
Official. The Contractor shall not cover any work requiring inspection prior to receiving
- ___ ~ ~
approval from the Building Inspector and the Project Inspector. I
Compliance With Cantract-Documents
Contractor shall comply with all instructions of Owner to insure compliance with the Contract
Documents, including timely completion of work each day, work site clean-up, control of
traffic, and placement of signs. If Contractor does not comply with the Contract Documents,
then Owner shall provide the required labor, materials, and equipment to perform same and
shall deduct the cost from monies otherwise due under the Contract.
Geological Conditions at Work Site
Personal investigation by Contractor is mandatory. Contractor may perform excavations on
site prior to bid opening. Contact the Owner to arrange for access to site. Neither the
information contained in the drawings, or from Owner, his agents or emploiees shall act to
relieve Contractor from any responsibility in fulfilling any and all of 'the terms and
requirements specified herein.
Reference Documents
The following documents are available at the Owner's office for review by Contractor. These
documents provide information relative to existing facilities and equipment.
A. Original Construction Plans for Library, (Drawing No. 151 -5).
B. Exterior Upgrades dated 4/21/00 (McGraw Baldwin Architects).
Safety Requirement of Equipment Furnished by Contractor
The equipment furnished by Contractor shall comply with the applicable requirements of the
Safety Orders of the Division of Industrial Safety of the State of California. Copies of the
Safety Orders as available at the Printing Division, Documents Section, State of California,
Sacramento, California 9581 4, and any other applicable safety requirements of Federal,
State and Local government.
Project Duration
The total project duration shall be 100 Workinq Days from Notice to Proceed. Construction
incentive and disincentive periods are detailed in the Notice Inviting Bids.
SUPPLEMENTAL PROVISIONS
FOR
GEORGINA COLE HVAC REPLACEMENT FAC 05-01
APPENDIX “B”
TECHNICAL SPECIFICATIONS
GEORGINA COLE LIBRARY WAC
REPLACEMENT
1250 CARLSBAD VILLAGE DRIVE
CARLSBAD, CA 92008
:e + k'
PROJECT NO. 3942 1
2005
DRAWING NO. 426-3
FOR
MR. DALE SCHUCK
PUBLIC WORKS SUPERVISOR
405 OAK AVENUE
CARLSBAD, CA 92008
PERFORMED BY:
DAHL, TAYLOR & ASSOCIATES, INC.
9899 HIBERT STREET, SUITE A
SAN DIEGO, CA 92 13 1
Georgina Cole Library
HVAC Replacement
SECTION # DESCRIPTION
Project No. 39421
a 01040 COORDINATION - 01045 CUTTING AND PATCHING
01 100 SUMMARY OF WORK
01 120 ALTERATION PROJECT PROCEDURES
01 330 SUBMllTAL PROCEDURES
01 700 CONTRACT CLOSEOUT
01 740 CLEANING .- ._ ~ __ ~-
021 10
0221 0
02220
02230
. 03100
03200
03300
03305
05120
07600
07920
09250
09900
15010
15052
15055 ,
15140
15190
15241
15250
15855
15860
15890
15930
15990 *
15995 ~
16010
16111
16120
161 30
16140
16170
16180
16190
161 95
DEMOLITION WORK
SITE GRADING
FOUNDATIONI EXCAVATING AND BACKFILLING
SOIL COMPACTION CONTROL
CONCRETE FORMWORK
CONCRETE REINFORCEMENT
CONCRETE TEST AND INSPECTION
CONCRETE-I N-PLACE
STRUCTURAL STEEL
SHEET METAL FLASHING
SEALANTS AND CAULKING
GYPSUM DRYWALL
PA I NTI N G
BASIC MECHANICAL REQUIREMENTS
SELECTIVE DEMOLITION
BASIC PIPING MATERIALS AND METHODS
SUPPORTS AND ANCHORS
MECHANICAL I DENTI FlCATlON
VIBRATION CONTROL
MECHANICAL INSULATION
AIR HANDLING UNITS VARIABLE FREQUENCY DRIVE
DUCTWORK
TERMINAL AIR UNITS
TESTING, ADJUSTINGI AND BALANCING CONTROLS
GENERAL ELECTRICAL PROVISIONS CONDUIT
CONDUCTORS
BOXES
WRING DEVICES
DISCONNECTS
FUSES
SUPPORT DEVICES AND SEISMIC RESTRAINTS
ELECTRICAL IDENTIFICATION
TABLE OF CONTENTS TOC- 1
Georgina Cole Library
HVAC Replacement
Project No. 39421
SECTION # DESCRIPTION
16420 SWITCHBOARDS
16450 GROUNDING
16480 MOTOR CONTROL
TABLE OF CONTENTS TOG2
Georgina Cole Library
HVAC Replacement
Project No. 39421
SECTION 01 040
COORDINATION
PART 1 - GENERAL
1.01 DESCRIPTION
A. The Contractor shall coordinate the Work and will not delegate responsibility for
coordination to any Subcontractor.
Anticipate the interrelationship of all Subcontractors and their relationship with the Work
to ensure the efficient and orderly sequence of installation of construction elements.
C. Resolve differences or disputes between subcontractors and materials suppliers
concerning coordination, interference, or extent of work between sections. The
Contractor's decisions, if consistent with the Contract Documents, shall be final. The
Owner is not required to coordinate work between sections and will not do so, nor will
the Owner be responsible for any extra costs which arise from the manner in which the
General Contractor chooses to subdivide the project work among his Sub-contractors.
B.
D. Coordinate the Work of Subcontractors and material suppliers so that portions of the
Work are performed in a manner that minimizes interference with the progress of the
Work. Prepare written memorandum on all required coordination activities as necessary
and as required by Owner or Facilities Manager.
I E. e
F.
G.
H.
I .02
A.
Do not obstruct spaces and installations that are required to be clear by Applicable Code Requirements.
Do not cover any piping: wiring, ducts, or other installations until they have been
inspected and approved and required certificates of inspection issued.
Be responsible for providing anchorage, blocking, joining and other detailing as required
to provide complete project. .
Remove and replace all Work which does not comply with the Contract Documents,
coordinate all cutting and patching, and repair or replace any other Work or property-
damaged by these operations at no increase in Contract Sum.
Prior to the cutting of any structural or visually significant portion of the Work, obtain
written permission of the Facilities Manager as to the exact location and size of the
planned Work. Submit shop drawings as required by Engineer to further delineate
the Work planned.
For seismic restraints of mechanical systems comply with SMACNA Manual unless
more stringent requirements are indicated in Division 15.
1.
2.
PROJECT COORDINATION
Work out all "tight" conditions involving work of various sections in advance before
installation. If necessary, and before work proceeds in these areas, prepare
coordinating drawings and any other supplementary drawings for review showing all
COORDINATION 01040 -1
Georgina Cole Library
HVAC Replacement
Project No. 39421
B.
C.
D.
E.
F.
work in ''tight" areas. Some areas that will be encountered during the project are
considered non-permit-required confined spaces. Based on the CAL -OSHA definition
of Confined spaces C.C.R. title 8 Section 5157(b), a non permit required confined space
means a confined space that does not contain or, with respect to atmospheric hazards,
have the potential to contain any hazard capable of causing death or serious physical
harm. While these spaces do meet the criteria of a confined space, work within these
spaces is not regulated under permit required sections of title 8, section 5157.
Provide supplementary drawings and additional work necessary to overcome "tight"
conditions at no increase in contract price. Refer to Section 01330, section titled "Shop
Verify that utility requirements characteristic of all operating equipment including
associated work by others are compatible with the building utilities. Coordinate the Work
of various Sections having interdependent responsibilities Tor installing, connecting to,
and placing in service, such equipment.
I
Drawings." I
Coordinated layout shop drawings shall be dimensionally accurate and detailed, giving
complete dimensions of all locations, elevations, and clearances. Show exact locations
of the following:
1. Ductwork
2.
3. 4. VAVBoxes I
5. Dampers
6. Access doors
7. Control and electrical panels
8. Adjustable frequency controllers
9. Motor control centers and transformers
IO. Disconnect switches
11. Electrical cable trays and main conduits
Piping, including fire protection systems.
Valves and piping specialties, including all air vents and drains.
Coordination:
Coordinated layout shop drawings shall show actual architectural and structural
I. Fully coordinate work between trades with actual architectural, structural, and site conditions. I
2. Coordinate all adjustments required. Clearly identify by circling these adjustments
on the coordinated layout shop drawings.
3. If Contractor has specific questions regarding coordination of the installation with
structural, architectural and site conditions and work1 between trades, submit same
with appropriate shop drawings documenting areas in question with Contractor's
proposed installation.
constraints and site conditions. I
Submission and review of coordinated layout shop drawings:
1. Prepare reproducible drawings.
2.
3.
4.
5.
Submit to each trade for review of space allocated to all trades.
Revise drawings to compensate for review by each trade.
Review revisions with each trade.
Submit to Engineer for review.
COORDl NATION 01040 -2
Georgina Cole Library
HVAC Replacement
G.
.. . .: . ii
Project No. 39421
6. Engineer's review of coordinated layout shop drawings is only for verification that
Contractor has performed coordination work as specified herein.
a. Review does not include verification of exact dimensions, clearances,
arrangements and/or compliance with codes.
Final coordinated layout shop drawings shall show that all trades affected have made
reviews and shall be signed by each trade at completion of coordination.
a. General Contractor is to assure that each trade has coordinated work with
~-lncludestam~~filabel~-space foreachtrade to sign on each submittal
indicating that layout shop drawing has been coordinated.
c. No layout shop drawing will be reviewed without stamped and signed
coordination assurance by General Contractor.
other trades. ~-
PART 2 PRODUCTS
Not Used
-
PART 3 EXECUTION
Not Used
END OF SECTION
COORDINATION 01040 -3
Georgina Cole Library
HVAC Replacement
SECTION 01045
Project No.39421
CUTTING AND PATCHING
PART 1 - GENERAL
1.01 SECTION INCLUDES
A. Requirements and limitations for cutting and patching of Work.
1.02 RELATED SECTIONS
A. Section 01 120 - Alteration Project Procedures: Cutting and patching for alterations
work.
B.
C. Individual Product Specification Sections:
Section 01 330 - Submittals.
I.
2.
3.
Cutting and patching incidental to work of the section.
Advance notification to other sections of openings required in work of those
Limitations on cutting structural members.
sections. I
I
1.03 SUBMITTALS
A. Submit written request in advance of cutting or alteration which affects: 1.
2.
3.
4.
5.
Structural integrity of any element of Project.
Integrity of weather exposed or moisture resistant element.
Efficiency, maintenance, or safety of any operational element.
Visual qualities of sight exposed elements.
Work of Owner or separate contractor.
>
I
B. Include in request:
1. Identification of Project.
2. 3.
4.
5.
6. 7. a.
Location and description of affected Work.
Necessity for cutting or alteration.
Description of proposed Work and Products to be used.
Alternatives to cutting and patching.
Effectton work of Owner or separate contractor. .
-Written permission of affected separate contractor.
Date and time work will be executed.
PART 2 - PRODUCTS
2.01 MATERIALS
A, Primary Products: Those required for original installation.
B. Product Substitution: For any proposed change in materials, submit request for
substitution.
CUTTING AND PATCHING 01045 -1
Georgina Cole Library
HVAC Replacement
PART 3 - EXECUTION
Project No.39421
A. Examine existing conditions prior to commencing Work, including elements subject to damage or movement during cutting and patching.
After uncovering existing Work, assess conditions affecting performance of work.
Beginning of cutting or patching means acceptance of existing conditions.
B.
. C. __-_ -
3.02 PREPARATION
A. Provide temporary supports to ensure structural integrity of the Work. Provide
devices and methods to protect other portions of Project from damage.
. B. Provide protection from elements for areas, which may be exposed by
uncovering work.
Maintain excavations free of water. C.
3.03 CUJTING
A. Execute cutting and fitting to complete the Work.
B.
C.
Uncover work to install improperly sequenced work.
Remove and replace defective or non-conforming work.
D. Remove samples of installed work for testing when requested.
E. Provide openings in the Work for penetration of mechanical and electrical work.
F. Employ experienced installer to perform cutting for weather exposed and moisture
resistant elements, and sight-exposed surfaces.
Cut rigid materials using masonry saw or core drill. Pneumatic tools not allowed
without prior approval.
G.
H. Cutting, notching or boring of structural elements is not allowed unless specifically
shown on the approved drawings. Limitations on the size and location of floor at
the existing Building are shown on the Structural Drawings.
Comers shall be cut neat without overcutting. I.
3.04 PATCHING
A. Execute patching to complement adjacent Work.
B. Fit Products together to integrate with other Work. a
CUlTlNG AND PATCHING 01045 -2
Georgina Cole Library
HVAC Replacement
C.
D.
E.
F.
G.
H.
Project No.39421
Execute work by methods to avoid damage to other Work, and which will provide
appropriate surfaces to receive patching and finishing.
Employ experienced installer to perform patching for weather exposed and
moisture resistant elements, and sight-exposed surfaces.
Restore work with new Products in accordance with requirements of Contract
Documents.
Fit work to pipes, sleeves, ducts, conduit, and other penetrations through surfaces.
At penetrations of fire rated walls, partitions, ceiling, or floor construction,
completely seal voids with fire rated material to full thickness of the penetrated
element.
Refinish surfaces to match adjacent finish in all respects (type, texture, thickness,
color, etc.). For continuous surfaces, refinish to nearest intersection or natural
break. For an assembly, refinish entire unit.
END OF SECTION
CUTTING AND PATCHING 01 045 -3
Georgina Cole Library
HVAC Replacement
Project No. 39421
SECTION 01 100
SUMMARY OF WORK
PART 1.00 GENERAL
-: 1.01 DESCRIPTION
A.
~b:
B.
C.
1" D.
E.
F.
G.
H.
I.
J.
K.
L.
M.
N.
0.
___ Removal - of 4 air handlers in two mezzanine mechanical rooms, with associated
controls, pipes, and electrical devices.
Removal of gas fired boiler in mezzanine mechanical room.
Removal of reciprocating chiller and recovery of refrigerant in mezzanine
mechanical room.
Removal of cooling tower and water treatment equipment from mechanical yard.
Removal of water pipes and ductwork.
Removal of mechanical yard fence.
Installation 4 new variable air volume air handlers with variable speed motors
and drives.
Installation of variable air volume boxes for each zone.
Expansion of the mechanical yard and modification to adjacent sidewalk.
Installation of new fence for mechanical yard.
Installation new air-cooled chiller, outdoor gas fired boiler, with associated pipes
and pumps.
Installation of new electronic direct digital control system (Energy Management
System) with remote.
~- -~ ~ ~- ____ ~~
Installation of associated electrical equipment and materials for the new
mechanical equipment.
--DgR7ol/tion, Relosation -an#nstallation of all equipment, devices and associated
materials as indicated on structural, mechanical and electrical drawings.
Legally dispose of all removed items.
1.02 CONTRACTORS DUTIES
i
SUMMARY 0.F WORK 01100 - 1
Georgina Cole Library
HVAC Replacement
Project No. 39421
1.03
1.04
!
In general, Contractor's duties shall include, but not be limited to the following:
A.
B.
C.
D.
E.
F.
G.
H.
Except as otherwise noted, provide and pay for:
1. All labor, materials and equipment.
2. All tools, construction equipment and machinery.
3. All other facilities and services necessary for proper execution and
completion of the work.
Pay legally required sales, consumer and use taxes.
Secure and pay for, as necessary for proper execution and completion of the
work, and as applicable.
I. Mechanical and electrical permit.
2. Government fees.
3. Licenses
Give required notices.
Comply with codes, ordinances, rules, regulations, orders and other legal
requirements of public authorities, which bear on performance of the work.
Promptly submit written notice to the Engineer of observed variance of contract
documents from legal requirements.
1 .. Appropriate modifications to contract documents and adjust necessary
Discontinue work known to be contrary to such requirements until change
or other notice is received from the Engineer.
Enforce strict discipline and good order among employees. Do not employ
workers unfit to work safely or those not skilled in assigned task.
- changes.
2.
'
Coordinate work with work by others.
WORK SCHEDULE ..,
All operations near the work areas of this contract must continue without interruption.
The Cdntractor shall work closely with the Owner's representative in drawing up an initial
work schedule and in making changes and adjustments to the schedule during the
courselof the work. In addition, the Engineer shall be given a copy of the Contractor's
schedule and shall work diligently to meet the critical dates indicated therein to complete
the project.
I
PROTECT OWNER'S EQUIPMENT
SUMMARY OF WORK 01100 - 2
Georgina Cole Library
HVAC Replacement
1.05
.,
I .06
1.07
-- .>
1.08
Project No. 39421
In addition to barricades and dust seals, the Contractor shall provide dust covers and
drop cloths to protect Owner's equipment, furniture, and books within the building.
CONTRACTORS USE OF PREMISES
A.
6.
C.
D.
E.
F.
G.
H.
Confine operations to areas permitted by permits and these contract documents,
Do not unreasona-blyencumker site withrna&rialsorxzquipm&--
Do not endanger structure by overloading.
Assume full responsibility for protection and safekeeping of building materials
and equipment.
Move any stored products, which interfere with operations of Owner or other
Contractors.
~
_- ~~ ~
Obtain and pay for use of additional off-site storage or work areas if needed.
Mechanical and Electrical Coordination:
1. Refer to respective specification section for detailed description of work
required.
2. Report immediately to the Engineer any existing conditions differing
substantially from those described or anticipated by these contract
~ documents, ~ - __ -
When utilizing surrounding properties off site during construction, Contractor
must first obtain permission from the legal property owner in writing. Contractor
shall assume full responsibility, both financial and legal, in maintaining the
property in a clean and safe condition satisfactory to the Owner or authority
having jurisdiction.
,-
ACCESS TO THE BUILDING
Contractor's access to the building shall be through door as designated by Owner's
representative.
___ __- SAFEIXORERS ~
The Contractor shall be responsible for initiating, maintaining and supervising all safety
precautions and programs in connection with the work and shall designate a responsible
member of his organization at the site whose duty shall be the prevention of accidents.
This person shall be the Contractor's Superintendent, unless otherwise designated in
writing by the Contractor to City of Carlsbad Project Manager and the Engineer.
WORK SEQUENCE
SUMMARY OF WORK 01100 - 3
Georgina Cole Library
HVAC Replacement
Project No. 39421
A.
E.
C.
In accordance with Section 01040 and the General Conditions, the Contractor shall
submit a detailed work sequence plan with a phased time schedule of its operations,
describing and showing when and how long the work effort will require for each phase of
construction. The schedule shall meet the restrictions and conditions specified in the
Contract Documents. The detailed work sequence plan shall also describe the
Contractor's method of removing portions of the HVAC system from service, the work to
be completed during system interruption, and the said length of time required to
complete said operation
This detailed work sequence plan shall be completed by the Contractor and ready for
review within 15 calendar days after issuance of the Notice to Proceed. The plan will be
reviewed by the City Project Manager and Engineer for compliance with this section and
evidence of ability to complete the effort within the contract completion date.
The work sequence shall include, and is not limited to, the items described in Section
1.01 DESCRIPTION.
_____ - -~
..
END OF SECTION
SUMMARY OF WORK 01100-4
Georgina Cole Library
HVAC Replacement
SECTION 01 120
Project No.39421
ALTERATION PROJECT PROCEDURES
PART 1 -GENERAL
1 ;01 SECTION INCLUDES
A.
6. Transition and adjustments.
Products and installation for patching and extending Work.
C. Repair of damaged surfaces, finishes, and cleaning.
1.02 RELATED SECTIONS
A. Section 01 045 - Cutting and Patching.
1.03 ALTERATIONS, CUTTING AND PROTECTION
A. Assign the work of moving, removal, cutting and patching, to trades qualified to
perform 'the work in manner to cause least damage to each type of work, and
provide means of returning surfaces to appearance of new work.
B. Perform cutting and removal work to remove minimum necessary, and in a
manner to avoid damage to adjacent work.
1. Cut finish surfaces such as concrete, masonry, drywall, plaster or metals,
by methods to terminate surfaces in a straight line at a natural point of
division, or where indicated.
C. Protect existing finishes, equipment, and adjacent work, which are scheduled to
remain, from damage.
1. Protect existing and new work from extremes of temperature.
a. Maintain existing interior work above 60 degrees F.
b. Provide heat and humidity control as needed to prevent damage
to remaining existing work and to new work.
D. Provide temporary enclosures to separate work areas from existing building and
from areas occupied by Owner.
PART 2 - PRODUCTS
2.01 PRODUCTS FOR PATCHING AND EXTENDING WORK
A. New Materials: As specified in product Sections; match existing Products and
work for patching and extending work.
ALTERATION PROJECT PROCEDURES 01120 - 1
Georgina Cole Library HVAC Replacement
Project No.39421 .
- 1. Provide same products or types of construction as that in existing
structure, as needed to patch, extend or match existing work.
2. Presence of a product, finish, or type of construction, requires that
patching, extending or matching shall be performed as necessary to Work
complete and consistent to identical standards of qualrty.
B. Type and Quality of Existing Products: Determine by inspection and testing
Products where necessary, referring to existing Work as a standard.
PART 3 - WECUTION
3.01 EXAMINATION
A. Verify that demolition is complete, and areas are ready for installation of new
work.
6. Beginning of restoration Work means acceptance of existing conditions.
3.02 PREPARATION
A. Cut, move, or remove items as necessary for access to alterations and
renovation Work. Replace and restore at completion.
Remove unsuitable material not marked for salvage, such as rotted wood,
corroded metals, and deteriorated masonry and concrete. Replace materials as
specified for finished Work.
B.
C. Remove debris and abandoned items from area and from concealed spaces.
D. Prepare surface and remove surface finishes to provide for proper installation of
new work and finishes.
3.03 INSTALLATION .
A. Coordinate work of alterations and renovations to expedite completion and to
accommodate Owner occupancy. Patch and extend existing work using skilled
workers who are capable of matching existing quality of workmanship. Quality of
patched or extended work shall be not less than that specified for new work.
B. Room Finishes: Complete in all respects including operational mechanical and electrical work.
C. Remove, cut, and patch Work in a manner to minimize damage and to provide a
means of restoring Products and finishes to specified condition.
Refinish visible existing surfaces to remain in renovated rooms and spaces, to
specified condition for each material, with a neat transition to adjacent finishes.
D.
ALTERATION PROJECT PROCEDURES 01120 - 2
\ * Georgina Cole Library
HVAC Replacement
Project No.39421
E. In addition to specified replacement of equipment and fixtures restore existing
plumbing, heating, ventilation, air conditioning, electrical systems to full
operational condition.
Install Products as specified in individual Sections. F.
-- 3.04 TRANSITIONS
A. Where new Work abuts oraligns with existing, perform a smooth and even
transition.
6. Patch Work to match existing adjacent Work in texture and appearance, without
breaks, steps, or bulkheads.
C. When finished surfaces are cut so that a smooth transition with new work is not
possible, terminate existing surface along a straight line at a natural line of
division and make recommendation to Engineer.
3.05 ADJUSTMENTS
A. Where change of plane of 114 inch or more occurs, submit recommendation for
providing a smooth transition for Engineer.
1. Where extreme change of plane of two inches or more occurs, request
instructions from Engineer as to method of making transition.
Trim existing doors as necessary to clear new floor finish. Refinish trim as
required. ~
6.
C. Fit work at penetrations of surfaces as shown on drawings.
3.06 REPAIR OF DAMAGED SURFACES
A. Patch or replace portions of existing surfaces, which are damaged, lifted,
discolored, or showing other imperfections.
Repair substrate prio'r to patching finish. B.
-* 3.07 FINISHES
A.
6.
Finish surfaces as specified in individual Product Sections.
Finish patches to produce uniform finish and texture over entire area. When
finish cannot be matched, refinish entire surface to nearest intersections.
3.08 CLEANING
A. Clean adjacent Owner occupied areas of work soiled by work of this contract.
END OF SECTION
ALTERATION PROJECT PROCEDURES 01 120 - 3
Georgina Cole Library
HVAC Replacement
SECTION 01 330
SUBMllTAL PROCEDURES
PART 1 GENERAL
Project No.39421
1.1
A.
B.
1.2
A.
B.
C.
D.
E.
1.3
A.
8.
SECTION INCLUDES
Section Includes: - --~ ~~ ~
1. Submittal procedures.
2. Product Data, Shop Drawings, and Samples. 3. AssurancelControl submittals.
a. Certificates. b. Manufacturer's installation instructions.
4. Architect's action.
Related Documents: The Contract Documents, as defined in Section 01100 - Summary of
Work, apply to the Work of this Section. Additional requirements and information necessary to complete the Work of this Section may be found in other documents.
SUBMllTALS
Submit two copies of proposed Schedule of Submittals to City Project ManagerIEngineer within 30 days after receipt of Notice to Proceed. List all items require submittal for review and
approval by City Project ManagedEngineer.
Submit two copies of final ScheduleoSubmittals to City Project ManagerIEngineer within 2
days after receipt of proposed Schedule of Submittals review from City Project
ManagerIEngineer.
Submit schedule on City Project Manager/Engineer approved form or on a form provided to
Contractor by City Project ManagerIEngineer.
Schedule of Submittals: Include the following.
1.
2.
3.
Indicate type of submittal; product data, shop drawing, sample, certificate, or other
Submittal.
Identify by Specification Section number, Specification paragraph number where item is
specified, and description of item being submitted.
Indicate scheduled date for initial submittal, date for approval, and date for possible resu~atforeactr~ubm~i~-- ~ ~
~- -
Coordinate Schedule of Submittals with Construction Schedule. Revise and update Schedule of
Submittals when required by changes in the Construction Schedule. Provide City Project
Manager/Engineer with updated schedules within 2 days of date schedule is revised.
SUBMITTAL PROCEDURES
Transmit each submittal with City Project ManageEngineer accepted form. Submit 3 copies of
each transmittal.
Sequentially number transmittal form. Revise submittals with original number and a sequential
alphabetic suffix.
SUBMITTAL PROCEDURES 01330 -1
Georgina Cole Library
HVAC Replacement
Project No.39421
C. Identify Project, Contractor, Subcontractor or supplier; pertinent drawing and detail number, and
specification section number, as appropriate.
Apply Contractor's stamp, signed or initialed certifying that review, verification of Products
required, field dimensions, adjacent construction Work, and coordination of information, is in
accordance with the requirements of the Work and Contract Documents.
D.
E.
F.
G.
H.
;I.
J.
K.
1.4
A. a
B.
C.
Schedule submittals to comply with scheduling requirements of Construction Schedule
- __ _______-- ~ ~ ~ __-~ For each submittal for review, allow 10 days excluding delivery time to and from the Contractor.
Identify variations from Contract Documents and Product or system limitations, which may be
detrimental to successful performance of the completed Work.
Provide space for Contractor and A/€ review stamps.
Revise and resubmit and identify all changes made since previous submission.
Distribute copies of reviewed submittals as appropriate. Instruct parties to promptly report any
inability to comply with provisions.
Submittals not requested will not Ise recognized or processed.
PRODUCT DATA
Product data includes printed information such as catalog cuts, manufacturer's published
instructions, standard color charts, roughing-in diagrams and templates, standard wiring
diagrams, performance curves and other similar items.
Submit the number of copies, which the Contractor requires, plus three copies, which will be
retained by City Project Manager/Engineer.
Mark each copy to identify applicable products, models, options, and other data. Supplement
manufacturers' standard data, and provide information, unique to this Project.
_.
D. Indicate Product utility and electrical characteristics, utility connection requirements, and .
location of utility outlets for service for functional equipment and appliances.
1.5 SHOP DRAWINGS
A. Shop Drawings: Submit for review.--After -review, produce-copies and distribute in accordance
with the SUBMITTAL PROCEDURES article above.
Indicate special utility and electrical characteristics, utility connection requirements, and location
of utility outlets for service for functional equipment and appliances.
8.
1.5 SAMPLES
A. Submit samples to illustrate functional and aesthetic characteristics of the Product, with integral parts and attachment devices. Coordinate sample submittals for interfacing work. 0 B. Submit sample of finishes for colors selected, textures, and patterns for City Project
Manager/Engineer selection.
SUBMITTAL PROCEDURES 01 330 -2
Georgina Cole Library
HVAC Replacement
Project No.39421
C.
D.
1.6
A.
B.
C.
1.7
A.
B.
1.8
A.
B.
Include identification on each sample, with full Project information.
Submit the number of samples specified in individual specification sections; one of which will be
retained by the City Project ManagerIEngineer.
CERTIFICATES
When specified in individual specification sections, submit certification by manufacturer to City
Project ManagerIEngineer, in quantities specified for Product Data.
Indicate material or Product conforms to or exceeds specified requirements. Submit supporting
reference data, affidavits, and certifications as appropriate.
Certificates may be recent or previous test results on material or Product, but must be
acceptable to City Project ManagerIEngineer.
MANUFACTURER INSTALLATION INSTRUCTIONS
- __ ._ -
When specified in individual specification sections, submit printed instructions for delivery,
storage, -assembly, installation, adjusting, and finishing, to City Project ManagerIEngineer in
quantities specified for Product Data.
Indicate special procedures, perimeter conditions requiring special attention, and special
environmental criteria required for application or installation.
For submittals where action and return is required or requested, NE will review each submittal,
mark to indicate action to be taken, and return promptly; generally within IO calendar days from
date of receipt.
1. Compliance with specified characteristics is the Contractor's responsibilii. Approval by
the City Project Manager/Engineer or NE shall not in any way be deemed to release the
Contractor from full responsibility for complete and accurate performance of the Work in
accordance with the Contract Drawings and Specifications neither shall such approval
release the Contractor from any liability placed upon him by any provision in the Form of
Contract.
2. Submittals for information, closeout documents, record documents and other submittals for similar purposes, no action will be taken.
Action Stamp: NE will stamp each submittal with a uniform, self-explanatory action stamp. The
stamp will be appropriately marked to indicate the action taken. The following notes are typical
examples of the action items on submittal stamps.
1. "Accepted": Final Unrestricted Release. Where submittals are marked "Accepted", that
part of the Work covered by the submittal may proceed provided it complies with
requirements of the Contract Documents; final acceptance will depend upon that compliance.
2. "Accepted as Noted": Final-But-Restricted Release. When submittals are marked
"Accepted as Noted", that part of the Work covered by the submittal may proceed
provided it complies with notations or corrections on the submittal and requirements of the
Contract Documents; final acceptance will depend on that compliance.
3. "Rejected: Submit Specified Item" or "Revise and Resubmit": Returned for Resubmittal.
When submittal is marked "Rejected: Submit Specified Item", "Revise and Resubmit," do
SUBMITTAL PROCEDURES 01 330 -3
Georgina Cole Library
HVAC Replacement
Project No.3W.21
not proceed with that part of the Work covered by the submittal, including purchasing,
fabrication, delivery, or other activity. Revise or prepare a new submittal in accordance
with the notations; resubmit without delay. Repeat if necessary to obtain a different action
mark.
a. Do not permit submittals marked "Rejected: Submit Specified Item" or "Revise and
Resubmit," to be used at the Project site, or elsewhere where Work is in progress.
4. "Returned - Not Required": Where a submittal is primarily for information or record
purposes, special processing or other activity, the submittal will be returned, marked
"Returned - Not Required".
PART 2 PRODUCTS -
Not Used.
-- ~
PART 3 EXECUTION
Not Used.
- -- END OF-SECTION ~-
SUBMITTAL PROCEDURES 01 330 4
Georgina Cole Library . Project No.39421
HVAC Replacement
SECTION 01700
CONTRACT CLOSEOUT
PART 1.00 GENERAL
1.01 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 1 Specification Sections, apply to this Section.
1.02 SUMMARY
A. This Section includes administrative and procedural requirements for contract closeout
including, but not limited to, the following:
1. Inspection procedures. .
2. Project record document submittal.
3.
4. Submittal of warranties.
5. Final cleaning. ~
B. Closeout requirements for specific construction activities are included in the appropriate
Sections in Divisions 2 through 16.
Operation and maintenance manual submittal.
1.03 SUBSTANTIAL COMPLETION
-- - .. .
A. Preliminary Procedures: Before requesting inspection for certification of Substantial
Completion, complete the following. List exceptions in the request.
1. In the Application for Payment that coincides with, or first follows, the date
Substantial Completion is claimed, show 100 percent completion for the portion of
Include supporting documentation for completion as indicated in these
Contract Documents and a statement showing an accounting of changes to
the Contract Sum.
If 100 percent completion cannot be shown, include a list of incomplete items,
the value of incomplete construction, and reasons the Work is not complete.
~- - the-We& chimed as substantially complete. - -~
a.
b.
2.
3.
Submit specific warranties, workmanship bonds, maintenance agreements, final
certifications, and similar documents.
Obtain and submit releases enabling the Owner unrestricted use of the Work and
access to services and utilities. Include occupancy permits, operating certificates,
and similar releases.
Submit record drawings, maintenance manuals, final project photographs, damage
or settlement surveys, property surveys, and similar final record information.
Deliver tools, spare parts, extra stock, and similar items.
Complete startup testing of systems and instruction of the Owner's operation and
maintenance personnel. Discontinue and remove temporary facilities from the site, along with mockups, construction tools, and similar elements.
4.
5.
6.
CONTRACT CLOSEOUT 01700 - 1
..
.. . .. - ..
. .. ...
Georgina Cole Library
HVAC Replacement
Project No.39421
7. Complete final cleanup requirement, including touchup painting. ' - _-
8.
B. inspection Procedures: On receipt of a request for inspection, the Engineer will either
proceed with inspection or advise the Contractor of unfilled requirements. The Engineer
will prepare the Certificate of Substantial Completion following inspection or advise the
Contractor of construction that must be completed or corrected before the certificate will
be issued.
1.
2.
Touch up and otherwise repair and restore marred, exposed finishes.
The Engineer will repeat inspection when requested and assured that the Work, is
substantially complete.
Results of the completed inspection will form the basis of requirements for final
acceptance.
1.04 FINAL ACCEPTANCE
A. Preliminary Procedures: Before requesting final inspection for certification of final
acceptance and final payment, complete the following. List exceptions in the request.
1.
2.
3.
4.
Submit the final payment request with releases and supporting documentation not
previously.
Submit consent of surety to-final payment.
Submit a final liquidated damages settlement statement.
Submit evidence of final, continuing insurance coverage complying with insurance
requirements.
8. Reinspection Procedure: The Engineer will reinspect the Work upon receipt of notice
that the Work, including inspection list items from earlier inspections, has been
completed, except for items whose completion is delayed under circumstances
acceptable to the Engineer.
1. Upon completion of reinspection, the Engineer will prepare a certificate of final
acceptance. If the Work is incomplete, the Engineer will advise the Contractor of
Work that is incomplete or of obligations that have not been fulfilled but are required for final acceptance..
: 2. If necessary, reinspection will be repeated.
1-05 RECORD DOCUMENT SUBMllTALS
A. General: Do not use record documents for construction purposes. Protect record
documents from deterioration and loss in a secure, fire-resistant location. Provide
access to record documents for the Engineer's reference during normal working hours.
B. Record Drawings: Maintain a clean, undamaged set of blue or black line white-prints of
Contract Drawings and Shop Drawings. Mark the set to show the actual installation
where the installation varies substantially from the Work as originally shown. Mark
which drawing is most capable of showing conditions fully and accurately. Where Shop
Drawings are used, record a cross-reference at the corresponding location on the
Contract Drawings. Give particular attention to concealed elements that would be
difficult to measure and record at a later date.
.-
. .
CONTRACT CLOSEOUT 01700 - 2
..
Georgina Cole Library Project No.39421
HVAC Replacement
1.
2.
3.
Mark record sets with red erasable pencil. Use other colors to distinguish between
variations in separate categories of the Work.
Mark new information that is important to the Owner but was not shown on Contract
Drawings or Shop Drawings.
Note related change-order numbers where applicable.
C.
D.
E.
2.00
2.01
A.
Record Sample Submitted: Immediately prior to Substantial Completion, the Contractor
shall meet with the Engineer and the Owner's personnel at the Project Site to determine
which Samples are to be transmitted to the Owner for record purposes, Comply with the
Owner's instructions regarding delivery to the Owner's Sample storage area.
Miscellaneous Record Submittals: Refer to other Specification Sections for requirements
of miscellaneous record keeping and submittals in connection with actual performance of the W&.Am&iateCy+Ficx-to the date or dates of Substantial Completion, complete
miscellaneous records and place in good order. Identify miscellaneous records properly
and bind or file, ready, for continued use and reference. Submit to the Engineer for the
Owner's records.
Maintenance Manuals: Organize operation and maintenance data into suitable sets of
manageable size. Bind properly indexed data in individual, heavy-duty, 2-inch (51-mm),
3-ring-;-tlinykcovered binders with pocket folders for folded sheet information. Mark
appropriate identification on front and spine of each binder. Include the following types
of information:
1. Emergency instructions.
2. Spare parts list. 3. Copies of warranties.
4. Wiring diagrams.
5. Recommended "turnaround" cycles.
6. Inspection procedures.
7. Shop Drawings and Product Data.
EXECUTION ~~- - ~ -~
CLOSEOUT PROCEDURES
Operation and Maintenance Instructions: Arrange for each Installer of equipment that
requires regular maintenance to meet with the Owner's personnel to provide instruction
in proper operation and maintenance. Provide instruction by manufacturer's representatives if installers are not experienced in operation and maintenance
procedures. Include a detailed review of the following items:
1.
2. 3,
4.
5.
6.
7.
8.
9.
Maintenance manuals.
Record documents.
Spare parts and materials.
Tools.
Identification systems.
Control sequences.
Cleaning.
Warranties and bonds.
Maintenance agreements and similar continuing commitments.
CONTRACT CLOSEOUT 01700 - 3
Georgina Cole Library
HVAC Replacement Project No.39421
6. As part of instruction for operating equipment, demonstrate the following procedures:
1. Startup.
2. Shutdown.
3. Emergency operations.
4. Noise and vibration adjustments.
END OF SECTION
CONTRACT CLOSEOUT
.-
01700 - 4
Georgina Cole Library Project No.39421
HVAC Replacement
SECTION 01740
CLEANING - ..,e.
PART1 GENERAL
1.01 SECTION INCLUDES
A.
B.
Cleaning throughout the construction period.
Related Work Described Elsewhere: In addition to standards specified herein,
comply with requirements for cleaning up as described in other sections of these
specifications. -- ~ __ -
1.02 QUALITY ASSURANCE
A. Inspection: Conduct daily inspection and more ofien if necessaries, to verify that
requirement of cleanliness are being met.
B. Codes and Standards: In addition to the requirements specified herein, comply with
pertinent requirements of authorities having jurisdiction. -- ~-
C. For final cleaning, use only a professional cleaning company experienced in
commercial cleaning.
1.03 PAYMENT WITHHELD
- -_
A. The Engineer reserves the right to withhold certification of payment requests for
failure on the part of the Contractor to regularly clean the Project in conformance
with the Requirements of this Section.
PART 2 PRODUCTS
~
2.01 CLEANING MATERIALS AND EQUIPMENT
A. Provide required personnel, equipment and materials needed to maintain the
specified standard of cleanliness.
2.02 COMPATIBILITY - ~ - - _. ~
A. Use cleaning materials and equipment, which are compatible with the surfaces
being cleaned, as recommended by the manufacturer of the material to be cleaned.
PART 3 EXECUTION
3.01 PROGRESS CLEANING
A. General: * 1. Retain stored items in an orderly arrangement allowing maximum access,
not impeding drainage or traffic, and providing the required protection of
CLEANING 01740 -1
Georgina Cole Library
HVAC Replacement
Project No.39421
materials.
Do not allow the accumulation of scrap, debris, waste material, and other
items not required for construction of this work.
2.
3. At least twice each month and more often if necessary, remove scrap,
debris, and waste material from the jobsite.
4. Provide adequate storage for items waiting removes from the jobsite,
observing requirements for tire protection and protection of the ecology.
B. Site:
1. Daily and more often if necessary, inspect the site and pick up all scrap,
debris, and waste material. Rem~ve ifems to the place designated for their
storage. Combustible waste shall be removed from the site. Flammable
waste shall be kept in sealed metal containers until removed from the site.
2. Weekly, and more often if necessary, inspect, arrangements of materials
stored on the site, restack, tidy, or otherwise service arrangements to meet
the requirements specified above.
3. Maintain the site in a neat and orderly condition.
4. Chemicals, debris, and waste from cleaning activities shall properly and
legally contained and disposed.
5. Submit a Best Management Plan for storm water pollution prevention prior to
start of construction.
C. Structures:
1. Weekly and more often if necessary, inspect the structures and pick up
scrap, debris, and waste material. Remove items to the place designated
for their storage.
Weekly and more often if necessary, sweep interior spaces clean.
a.
. ..
2. "Clean", for the purpose of this subparagraph, shall be interpreted as
meaning free from dust and other material capable of being removed
by use of reasonable effort and a handheld broom, Le., "broom-
clean".
As required preparatory to installation of succeeding materials, clean the
structures of pertinent portions thereof to the degree of cleanliness
recommended by the manufacturer of the succeeding material, using
equipment and materials required achieving the required cleanliness.
Following the installation of finish floor materials, clean the finish floor daily,
and more often if necessary, and while work is being performed in the space
in which finish materials have been installed.
a. "Clean", for the purpose of this subparagraph, shall be interpreted as
3.
4.
CLEANING 01 740 -2 .
Georgina Cole Library
HVAC Replacement
Project No.39421
meaning free from foreign materials which, in the opinion of the
Engineer, may be injurious to the finish floor material, i.e., ''vacuum
clean".
3.02 FINAL CLEANING
A. Definition: Except as otherwise specifically provided, "clean", for the purpose of the
Article, shall be interpreted as meaning the level of cleanliness generally providd
by skilled cleaners using commercial quality building maintenance equipment and
materials, i.e., "scrub and polish clean".
6. General: Prior to completion of the work, remove from the jobsite all tools, surplus
materials, equipment, scrap, debris, and waste, conduct final progress cleaning as described above.
Site: Unless otherwise specifically directed by the Engineer, water and broom clean
paved areas on the site and public paved areas directly adjacent to the site.
Remove resultant debris.
C.
D. Structures:
- 1. Exterior: In areas affected by the work under this contract, visually inspect exterior surfaces and remove traces of soil, waste material, smudges, and
other foreign matter. Remove traces of splashed material from adjacent
surfaces. If necessary to achieve a uniform degree of exterior cleanliness,
hose down the exterior of the structure. In the event of stubborn stains not
removable with water, the Engineer may require light sandblasting or other
cleaning at no additional cost to the Owner.
2.
3;
Interior: In areas affected by the work under this contract, visually inspect
interior suhces and remove traces of soil waste material, smudges, and
other foreign matter. Remove traces of splashed materials from adjacent
surfaces. Remove paint drippings, spots, stains, and dirt from finished
surfaces. Use only the cleaning materials and equipment instructed by the
manufacturer of the surface material.
Glass: Clean glass inside and outside.
4. Polished Surfaces: On surfaces requiring the routine application of buffed
polish, apply the polish recommended by the manufacturer of the material
being polished. Glossy surfaces shall be cleaned and shined as intended by
the manufacturer.
Timing: Schedule final cleaning as accepted by the Owner to accept a completely E.
clean project.
CLEANING 01740 -3
Georgina Cole Library
HVAC Replacement
3.03 CLEANING DURING OWNERS OCCUPANCY
Project No.39421
A. Should the Owner occupy the work or any portion thereof prior to its completion by the
Contractor and acceptance by the Owner, responsibilities for interim and final cleaning
of the occupied spaces shall be determined by the Owner in accordance with the
general Conditions of the Contract
CLEAN I NG I I 01740-4
Georgina Cole Library
HVAC Replacement
Project No.39421
SECTION 021 10
DEMOLITION WORK
PART 1.00 GENERAL
-~
A. Furnish all labor, materials, equipment, appliances and services necessary for
the execution and completion of all demolition work as indicated on the drawings
and/or as specified herein.
B. The Contractor shall visit the jobsite and thoroughly acquaint himself with the
existing conditions before submitting his bid and shall perform work as required.
C. Electrical and mechanical demolition work are specified in this section.
D. Special attention is called to the following sections regarding safety and
equipment protection:
1. Section 01 100: Summary of Work.
2. Section 01 740: Cleaning.
1.02 WORK NOT INCLUDED ~
NOT USED.
1.03 WORK INCLUDED
A: Asbestos abatement ~
6. Metal piping and conduits.
C. Concrete works.
D. Metal ductwork.
E.
F.
Certain electrical equipment and conduits.
All other items that may be in the path of new construction. See also demolition drawings for other specific items.
2.00 PRODUCTS (NOT USED)
3.00 EXECUTION
3.0j DEMOLITION
DEMOLITION WORK 021 10 -1
Georgina Cole Library
HVAC Replacement
Project No.39421
A. Demolition shall be done only by experienced workmen using appropriate tools
and equipment and provided with al necessary safeguards.
B. Execute all demolition work in an orderly and careful manner with due
consideration for any existing structures, including any parts of the surrounding
areas which are to remain. Barricade and cover as necessary to protect
pedestrians, workmen and adjacent properties. Periodically sprinkle to control
dust. Protect any existing active service lines, indicated or not.
Keep all through lanes and drives clean and clear at all times.
Conduct operations so as not to interfere with adjacent roads, streets, drives,
walks, service lines and the like.
- E. Wherever the removal of any existing finished surface is required by the
drawings, and/or specifications, the Contractor shall make due allowance for
finishing all unfinished surfaces exposed as a result of such work. Finishes shall
match adjacent, unless otherwise noted on plans.
-~ -
+' C.
D.
.,
F. All demolition work shall be scheduled with Owner, and proceed only with a
timetable approved by Owner. Work shall not proceed until such protective
works are placed as required to protect Owner's activities, properties, and
personnel from hazard of the work. Noise, dust, etc., shall be kept to a minimum
by careful handling, dampening, etc., as required.
3.02 DISPOSITION OF REMOVED MATERIAL
A. All material removed under this contract, which is not to be salvaged or reused,
shall become the property of the Contractor and be promptly removed from the
site. At all times, use movable debris boxes, covered, to convey the material
through the building. Do not store or permit debris to accumulate on the site.
Extreme care shall be exercised to prevent chipping, breakage, bending and
mishandling of all material.
B.
C. The existing removed generator shall be returned to owner in accordance with
instruction from the owner's representative.
3.03 DUST AND WEATHER PROTECTION
A. The Contractor, his employees, and his subcontractors shall be aware at all
times that dust, dirt, water, ardor debris Cannot be tolerated in the existing
building. Bu dirt. dust. o r water-txoducina owions shall be Dartitioned off from
ied space kfore bemna work and until cQmplete clean-uD d removd
Qfhlxk
.. ..
B. Temporary partitions constructed of wood studs and fire retardant treated plywood shall be installed and maintained by the Contractor, if deemed
necessary the Engineer or Owner.
Where conditions do not permit use of the temporary partitions and only with the C.
DEMOLITION WORK 021 10 -2
Georgina Cole Library Project No.39421
HVAC Replacement
advance approval of Owner, flame resistant, waterproof fabric sealed with
pressure sensitive tape may be used to isolate dirt and dust. Supports shall be
incombustible or of flame-proofed wood. Suitable fabrics: "Griffolyn" T-55 clear
anti-static plastic sheeting.
D. The Contractor shall provide and maintain suitable cleaning equipment - vacuum
cleaners, chemically treated dust cloths, foot wipers, brooms, etc. - as
- ._ . necessary for complete control of dust, dirt, and water from weather or
construction operations.
- -~ 3.04 DEBRIS
Debris resulting from all demolition work shall be permitted to remain on the premises, provided tt is kept in Contractor's trash bins. These bins must be removed when full. All
material from the demolition work must be placed in a bin by the end of each workday.
3.05 REMOVAL
The Contractor shall assume that Owner's equipment, supplies, etc., will be removed by
Owner, but shall otherwise accept the premises as he finds them. Existing domestic
water, sprinkler, sanitary work, electrical and other services not shown or specified to be
altered shall not be disturbed without express permission of Owner. Inadvertent
disturbance thereof shall be repaired immediately. Owner shall be advised of the
necessity of altering or removing such services not less than five (5) days prior to the
time they must be altered or removed. The Contractor shall not proceed until such
altering or removal is complete. Inactive services shall be cut off and capped. Existing
work damaged in the execution of this work shall be repaired or replaced to the original
condition at the Contractor's expense.
3.06 ABSESTOS ABATEMENT
HAZARDOUS MATERIAL demolition and removal, is within the scope of these specificatiuns. - The testing for hazardous material, such as asbestos-containing
products in the existing facility, and the specifications for their removal, are the
responsibilities of the Owner. A copy of the hazardous material test report and
specifications for removal prepared by others directly for the Owner are available for
your use and the cost to perform the work shall be included in your bid price to the
Owner. Any questions you have on hazardous material should be directed to the
Owner.
END OF SECTION
DEMOLITION WORK 02110 -3
Georgina Cole Library
HVAC Replacement
Project No. 39421
_- SECTION 0221-0 . - __ - __ - - ~~ -
SITE GRADING
1.0 PART 1 - GENERAL
1.1 DESCRIPTION:
A. The conditions of the Construction Contract and Division 1 - General
B.
C. Related Work Specified Elsewhere:
Requirements apply to the Work specified in this Section.
Perform all site grading as shown on Drawings and as herein specified.
1. Foundation Excavating and Backfilling: Section 02220
2. Soil Compaction Control: Section 02230
1.2 QUALITY ASSURANCE:
A. Grade and Alignment Tolerances:
1. Contractor shall check the Work during the grading progress with devices
satisfactory to Bwner's Representative. The completed subgrade shall conform to Drawings with the following tolerances:
HORIZONTAL VERTICAL
MEASURE+ MEASURE
Cut and fill slopes(genera1 grading):
1 .O' 0.10'
Cut and fill areas in aprons, yards,
etc.: 0.2 0.05'
Where appropriate, the above tolerances, with Owner's Representative's
express written approval, may be exceeded if drainage is maintained and
the grade is relatively uniform. In all cases the areas shall drain.
Soil selection and inspection by a Soils Technician, hired and paid for by
Owner, will be conducted as required during the earthwork operations, to
assure compliance with this Specification. Pocketed and stratified soils
are to be excavated by soil classification and placed as designated by
+ -
2.
6. Soil Selection and Inspection:
1.
- __ Owner's Representative. - ~ -~ - - _. - .- -
2.0 PART 2 - PRODUCTS
-
2.1 MATERIALS:
A. Topsoil Material:
I. The top layer of variable depth of soil that has been modified by
weathering which is designated as either "A" or "Bo' horizons. The "A" horizon is identified as the original top layer of soil having the same color
and texture throughout its depth containing organic and vegetable matter.
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3.0
3.1
The "B" horizon is identified as the transition
horizons containing coltoidal material and may
of the "A" horizon has occurred.
between the "A" and "C"
be the top layer if erosion
B. Unsuitable Material:
1. All saturated and unsaturated mixtures of soil which include organic
and/or inorganic matter, such as humus, spongy matter, roots, stumps,
muck and peat or rubbish and other objectionable materials designated
by Owner's Representative as not suitable for foundation material,
regardless of moisture content.
All earth materials except topsoil, rock, boulders and unsuitable materials.
Granular fill material using either onsite material or material from offsite
borrow pits shall be pit-run or crusher-run material conforming to the following requirements:
a. Maximum dry density (ASTM D1557) of the material passing the
Number 4 sieve shall be not less than 105 pounds per cubic foot.
b. Material to be within the following gradation limits:
SIEVE SIZE TOTAL PERCENT PASSING
3 inches 100
80 - 100
75 - 100
2 inches
I inch
No. 10 25- 75
No. 40 15- 50 No. 100 5- 15
C. Suitable Material:
0. Granular Fill Material:
1.
1.
c. Deviations from the density or gradation requirement may be
granted, by Owner's Representative, if requested in writing, and if
the qualities of the construction are not reduced.
E. Surface Removal: 1. All surfacing in areas of construction as shown on Drawings shall be
removed. Waste, concrete, bituminous, wood and similar items shall be
removed from Worksite. All suitable materials, such as crushed rock and
topsoil, shall be stockpiled on Worksite where directed by Owner's
Representative.
PART 3 - EXECUTION
PREPARATION:
A. Topsoil Stripping:
1. All topsoil in the areas of construction as shown on Drawings shall be
stripped. Owner's Representative will determine the actual depth of topsoil to be stripped; however, in no case shall the depth of stripping be
less than 6 inches. The topsoil shall be stockpiled for later use where
shown on Drawings or where designated by Owner's Representative.
After topsoil and unsatisfactory materials have been removed from the
surface upon which the fill is to be placed, and if Owner's Representative
B. Scarifying Filled Areas:
1.
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a deems it necessary, the surface shall then be plowed or scarified to a
depth of at least 4 inches or until the surface is free from ruts, hummocks,
or other uneven features which would tend to prevent uniform compaction
by the equipment to be used.
Where the embankment is made on a hillside or slope, the ground upon
which the fill is to be placed, shall be plowed or scarified deeply.
2.
C. Compacting Filled Areas:
1. After the area for the embankment has been cleared and plowed or
scarified, it shall be diced or bladed until it is uniform and free from large
clods, brought to the proper moisture content, and compacted to a density
equal to or greater than the density requirements for the proposed
embankment as specified in Section 02230 of this Specification.
3.2 EXCAVATION:
A. General Excavation: 1.
2.
3.
4.
5.
6.
7.
8.
General excavation shall include all materials of every nature and
description, encountered in obtaining lines and grades shown on
Drawings.
All excavations shall be made to the proper depth with the proper
allowance made for under slab base, pavement, topsoil and similar items.
All suitable materials removed from the excavation, if any, shall be stockpiled for reuse as designated by Owner’s Representative.
Contractor shall, at their own expense, form all dams, construct
temporary ditches, provide pumps or do whatever other Work is
necessary during the progress of the Work to keep the excavation area
clear of or to remove all surface and perched water which accumulates in
the excavation areas.
All unsuitable material encountered in excavation or embankment areas
where some type of loading will be superimposed, either under this
Contract or in the future, as shown on Drawings shall be removed.
In the prosecution of the Work, when it is necessary to interrupt existing
surface drainage, sewers, or under-drainage, Contractor shall provide
and maintain temporary drainage facilities until permanent facilities are
completed. The subgrade in cuts within areas where some type of loading will be
superimposed, whether under this Contract or in the future, as shown on
Drawings shall be proof rolled so that the top 8 inches shall have a
density as specified in Section 02230 of this Specification.
Disposal of unsuitable materials and excess materials, shall be as
directed by Owner‘s Representative.
’: 3.3 EMBANKMENT:
A. Fill Materials: -. - 1. The fill materials shall consist of suitable and/or granular onsite or borrow
materials free from organic matter and other deleterious substances.
When more than one soil type is available on Worksite, the type and
types exhibiting the better structural characteristics shall be used in
embankment areas where some type of loading will be superimposed,
whether under this Contract or in the future, as shown on Drawings. Fill a
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shall not contain stones or fragmentary rock measured in their greatest
dimension larger than the following sizes:
UPPER INCHES BELOW THE
OF UPPER 24
FILL LOCATION FILL(INCHES1 INCHES OF
Under building areas
including fpture expansion as
noted on Drawings:
Under roads, pavements,
parking lots, railroads, walks
FILL(INCHES1
6 6
and storage yards: 4 *12
Under grassed areas: 6 *12
(*May be exceeded if approved in writing by Owner's Representative.)
The selected fill material shall be placed in horizontal layers which, when
loose, shall not exceed 8 inches. Each layer shall be spread evenly and
shall be thoroughly blade mixed during the spreading to obtain uniformity
of material in each layer. Each layer shall be compacted to a density not
less than the percentage of maximum dry density as specified in Section
02230 of this Specification.
Embankment construction shall start at the lowest plane and progress
upward. When the fill material includes stones, no large stones shall be allowed to nest and all voids must be carefully filled with small stones or earth and
properly compacted.
If necessary, the material shall be brought to the proper moisture content
as determined by the Soils Technician by either aerating the material if it
is too wet and if weather conditions permit or spraying or sprinkling with
water if it is too dry. Each lift shall be mixed thoroughly if drying or
wetting is required to insure uniform distribution of the moisture.
8. Construction:
1.
2.
3.
4.
C. Seasonal Limits:
1. When Work is interrupted by unfavorable weather conditions, fill
operations shall not be resumed until the Soils Technician indicates that
the moisture content and density of the previously placed fill are as
specified.
END OF SECTION
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1 .o
1.1
2.0
2. I
3.0
3.1
3.2
SECTION 02220
FOUNDATION EXCAVATING AND BACKFILLING
-.
PART I - GENERAL
DESCRIPTION:
A. The conditions of the Construction Contract and Division 1 - General
Requirements apply to the Work specified in this Section.
B. Perform all foundation excavating and backfilling as shown on Drawings and as
herein specified.
C. Related Work Specified Elsewhere:
1. Site Grading: Section 02210 2. Soil Compaction Control: Section 02230
PART 2 - PRODUCTS
MATERIALS:
A. General:
I. Unless otherwise indicated, the following materials, shall conform to the
minimum requirements of Section 02210 of this Specification:
a. Topsoil material.
b. Unsuitable material.
C. Suitable material. d. Granular fill material.
PART 3 - EXECUTION
EXCAVATION:
A. General Excavation:
I. Contractor shall excavate all materials of every nature and description
encountered in obtaining lines and grades shown on Drawings, as
defined in Section 0221 0 of this Specification.
If satisfactory load bearing soil is not reached at the depths indicated, the
excavation shall be carried deeper to satisfactory soil as determined by
Owner's Representative. Contractor shall backfill same to plan elevation
with granular fill compacted to a density as specified in Section 02230 of
this Specification.
All excavations shall be cleaned, leveled and trimmed as required for the installation of concrete and in general, this Work shall be done just before
the concrete is placed. Bottoms shall be free from debris and water when
concrete is placed.
2.
3.
BACKFILL:
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A. After concrete has properly cured and forms, lumber and construction debris
have been removed from around the foundations, and damp proofing or other
prepatory Work has been performed, Contractor shall backfill in 6 inch layers to
the designated subgrade with suitable or granular fill as applicable material free
from clods and lumps. Each layer shall be mechanically compacted to a density
as specified in Section 02230 of this Specification and in such a manner as to
prevent wedging action or eccentric loading against foundations.
3.3 UNDER SLAB FILL:
A. The under slab fill for concrete slabs/floors on grade shall consist of under slab
base material at least 6 inches in depth and compacted to a density as specified
in Section 02230 of this Specification.
When the natural soil is granular and meets the requirements of under slab base
and when the bottom elevation of the floor slab is in a CIA section, then the
subgrade for flo-or slab can be considered directly below the concrete. At least 8
inches of this type of subgrade shall be proof rolled to a densty as specified in
Section 02230 of this Specification.
B.
END OF SECTION
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SECTION 02230 a
1 .o
1.1
..,*
. .. .
.'?
1.2
I .3
SOIL COMPACTION CONTROL
PART 1 - GENERAL
DESCRIPTION:
A. The conditions of the Construction Contract and Division 1 - General
Requirements apply to the Work specified in this Section.
6. . Compact soils and granular materials as shown on Drawings and as herein
specified.
C. Related Work Specified Elsewhere:
1. Site Grading: Section 02210
2.
1.
Foundation Excavation and Backfilling: Section 02220
The following organization reference shall be interpreted to mean:
a. ASTM - The American Society of Testing Materials, latest edition.
b. AASHTO - American Association of State Highway and
Transportation Officials standard applicable specifications, latest
edition.
D. Abbreviations and/or References:
E. Compaction Equipment:
1.
2.
Compaction equipment shall be of a size and type permitting efficient
compaction of the subgrade and/or base layer.
Compaction performed over or immediately adjacent to culverts, walls,
columns, structures and miscellaneous foundations shall be
accomplished by compacting with hand tampers or by hand-operated
mechanical tampers.
QUALITY ASSURANCE:
A. Inspection and Testing:
1. Inspection and testing by a Soils Technician, hired and paid for by Owner,
will be conducted as required during soil compaction operations, to
assure compliance with this Specification.
When tests indicate that the density of any layer or portion thereof is not within the requirements of this Specification, the particular layer or portion
shall be reworked until the required results have been obtained.
8. Failed Tests:
1.
Soil Compaction Control
MINIMUM DENSITIES:
A. Compaction shall meet the requirements of ASTM D1557 or AASHTO test T180
for densities measured by the Modified Proctor Method. Densities of at least the
following minimum percentages shall be obtained for:
1. - Subgrade in excavation (cut areas):
02230 - I
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2.0
a. Top 8 inches under paved areas and
buildings:
b. Top 8 inches in storage yard areas:
C. Grassed areas:
Subgrade in embankment (fill areas):
a. Fill under buildings:
b.
c.
d. Fill under grassed areas:
foundations:
a.
2.
Fill under paved areas (within upper 2 feet):
Fill under paved areas (below upper 2 feet):
3. Granular backfill for additional excavation under
4. Aggregate base:
Aggregate base under building floor slabs
and paved areas:
PARTS 2 THROUGH 3 - NOT APPLICABLE
END OF SECTION
95 percent
90 percent
Not Required
95 percent
95 percent
90 percent
85 percent
100 percent
95 percent
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SECTION 03100
CONCRETE FORMWORK
* PART1 GENERAL
1. SUMMARY
1 A. Section includes
(1) Formwork for cast-in-place concrete, with shoring, bracing, and
anchorage.
(2) Openings for other work.
(3) Form accessories.
(4) Form stripping.
B. Related Documents and Sections
(1) Section 03200 - Concrete Reinforcement.
(2) Section 03300 - Cast-In-Place Concrete.
2. QUAUTY ASSURANCE
A. Formwork shall be in conformance with ACI 347, unless otherwise specified.
3. DELIVERY, STORAGE AND HANDLING
A. Store products subject to damage by dirt and moisture in a clean, dry location, off
the ground and suitably protected.
4. COORDINATION
A. Coordinate the design, construction and installation of concrete formwork with
the requirements for openings, sleeves, chases, reglets, pipes, recesses, nailers,
anchors, ties, inserts and other embedded items.
PART 2 PRODUCTS
1. MATERIALS
A. Form materials shall be new at stalt of work.
B.
C.
Use flexible spring-steel forms or laminated boards to form radius bends.
Form Lumber: Douglas Fir, Construction Grade, No. 2 or better.
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D. Plywood for Unlined Forms: Five-ply, 3/4 inch thick, APA B-B Plyform, Class I,
Exterior Type with mill-oiling treatment omitted.
E. Plywood for Lined Forms: High Density Overlay, Plyform, Class I, EXT-DFPLA,
minimum 3/4 inch thick, joint pattern as detailed.
2. EARTH FORMS
A. Where approved, vertical excavated surfaces may be used for f6rms for slabs on
grade and grade beams, provided that the earth will stand without caving and
that suitable provisions are taken to prevent raveling of top edges or sloughing of
loose materials from the walls of the excavation. Footings must be increased 2"
in width from that shown on plans.
Where earth forms are permitted, clear dimensions as indicated shall be
maintained and any over-excavation shall be filled monolithically with concrete.
Construct wood edge strips at top sides of excavations.
B.
C.
3. FORM ACCESSORIES
A. Accessories which will be wholly or partially embedded in concrete, such as ties and hangers, shall be a commercially manufactured type, of metal; wire will not
be acceptable.
The portion remaining in the concrete shall leave no metal within one inch of
concrete face and no fractures, spalls, depressions, or other surface
disfigurations greater that 314 inch in diameter.
B.
C. Spreader cones on ties shall not exceed one-inch in diameter.
4. FORM SEALER
A. Manufacturers
(I) Sonneborn Building Products, Inc., "Form Saver"
(2) Grace Construction Materials "Form Fill" (3) Burke "Form Sealer"
(4) Substitutions: Under provisions of Division 1.
Type: Shall eliminate grain raise as a result of moisture and shall not interfere
with color, bond, or subsequent treatment of concrete surface.
B.
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5. FORM-RELEASE AGENTS
A. For Exposed Concrete to Receive Paint or Other Coatings: Chemically active
type producing water-insoluble soaps. Release agents shall contain no
petroleum solvents such as creosote, paraffin, wax or diesel oils.
For Unexposed Concrete: Any type that will not interfere with bond of applied
finishes.
B.
PART 3 EXECUTION
1. FORMWORK
A. All concrete placement shall be contained by constructed forms or stable earth
forms.
Design, construct, and brace formwork and temporary falsework to safely support
concrete and safely hold personnel during construction operations.
6.
C. Construct forms of sufficient strength and rigidity to produce finished concrete of
the precise size, shape, and location indicated, within the specified tolerances.
Form assembly shall permit removal in proper sequence without damage to
concrete.
Arrange forms to permit single placement of exposed areas and panels without
joints between adjacent forming materials in the same plane.
D.
E. Construct forms for architectural concrete full height and width between
construction joints in concrete surface.
Construct forms no higher than 12 inches above the top of a placement or construction joint.
F.
G. Construction Joints
(1)
(2)
Form in accordance with requirements of Section 03300.
Provide a surfaced strip where construction joints intersect exposed
surfaces; faces to provide straight lines at joints. Prior to subsequent
placement, remove strip and tighten forms.
(3) Construction joints shall show no overlapping or offsetting of concrete
surfaces and shall, as closely as possible, present the same appearance
as butted plywood joints
(4) Joints in a continuous line shall be straight and true.
H. Provide cleanouts as required to permit inspection and thorough cleaning of
loose dirt, debris, and waste material. Cleanouts shall not be apparent on
concrete surfaces exposed to view in the finished Work.
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i. Chamfered Corners
(I)
(2)
Whenever concrete bases or foundations are to be provided for equipment
furnished as part of the Work of other Sections, verify dimensions for the equipment to be furnished before concrete is placed.
Form surfaces for concrete exposed to view in the finished Work shall be
constructed of plywood.
For surfaces not exposed to view in the finished Work, forms shall be lumber,
form plywood, or any other suitable material.
Formwork shall be clean and free of debris when concrete is placed.
Chamfer exposed comers unless otherwise indicated.
Obtain chamfers by placing 3/4-inch x 3/4-inch non-staining moldings in
forms. Provide pieces in longest lengths possible and miter joints.
J.
K.
L.
M.
N. Forms shall be sufficiently tight to prevent leakage of water and mortar. .
2. TOLERANCES
A. Construct formwork to tolerances specified in ACI 347, except that anchor bolt
setting tolerances shall be plus-or-minus 1/8 inch within a given group, such as
steel connections or equipment bases, and within groups in relation to other
groups, such as column centers.
The tolerance for column centers shall not be cumulative, so that the actual
overall dimension of a series of columns, for example, building bays shall still be within plus-or-minus 118-inch of the overall dimension indicated.
B.
C. Where tighter tolerances are required to accoinmodate detention equipment or
other items specified in other sections, construct formwork to the most restrictive
tolerance.
3. PREPARATION OF FORMS
A. Treat contact surface of plywood and lumber forms with a form sealer in
accordance with the manufacturer's printed instructions.
Clean surfaces and reseal before each use to ensure undamaged concrete.
Do not use form oil.
B.
C.
4. STRIPPING OF FORMS
A. Strip forms using methods which will not damage concrete.
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B. Do not remove forms until concrete has attained sufficient strength to support its
own weight and construction live loads to be placed thereon without damage to
the structure, but not before minimum time as follows:
(I) Cast-in-place walls: 3 days.
(2)
(3) Cast-in-place columns: 7 days.
Footings, Curbs, Walks, and Paving: Side forms may be removed 24
hours after concrete is placed.
”* 1
.:4 .
(4) Soffits and Side Forms of Beams and Slabs: 10 days.
(5) Shoring: 21 days.
..
END OF SECTION
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SECTION 03200
CONCRETE REINFORCEMENT
, . PART1 GENERAL
1. SUMMARY
A. Section Includes
(1) Reinforcing steel bars, wire fabric and accessories for concrete and unit
masonry.
B. Related Sections
(1)
(2)
Section 03100 - Concrete Formwork.
Section 03300 - Cast-in-Place Concrete.
2. REFERENCES
A. ACI 301 - Structural Concrete for Buildings.
B. ACI 315 - Details and Detailing of Reinforced Concrete.
C. ACI 318 - Building Code Requirements For Reinforced Concrete.
D.
E.
F.
ANSVASTM A82 - Cold Drawn Steel Wire for Concrete Reinforcement.
ANSVASTM A185 - Welded Steel Wire Fabric for Concrete Reinforcement.
ANSllAWS D1.4 - Structural Welding Code for Reinforcing Steel.
G. ASTM A61 5 - Deformed and Plain Billet Steel Bars for Concrete Reinforcement.
H. ASTM A706 - Low-Alloy Steel Deformed Bars for Concrete Reinforcement.
I. AWS D12.1 - Welding Reinforcement Steel, Metal Inserts and Connections in Reinforced Concrete Construction.
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3. SUBMITTALS
A.
B.
Submit under provisions of Division 1.
Shop Drawings: Indicate bending and placing details of reinforcement; bar
sizes, spacings, locations, and quantities of reinforcing steel and wire fabric;
bending and cutting schedules; supporting and spacing devices, splice locations.
Certificates: Welding certificates of welders in conformance with AWS D1.4. C.
4. 'QUALITY ASSURANCE
A. Detailing, fabricating, and spacing of reinforcement shall be in conformance with
ACI 315 and ACI 318, unless otherwise indicated.
B. Tests: Under provisions of Division 1.
C. Perform Work in accordance with ACI 301.
5. DELIVERY, STORAGE, AND HANDLING
A. Reinforcing steel shall be delivered from the mill in securely tied bundles, each
bundle limited to one size and grade of material. Plastic or metal tags in an
exposed position on each bundle shall identify the mill, the melt or heat number,
and the grade and size of material.
After fabrication, reinforcing steel shall be bundled and tagged for identification at
the site. Tags shall identify the steel by the reinforcement item marking indicated
on the reviewed Shop Drawings and the quantity of such item contained in the
bund I e.
Segregate to maintain identification after bundles are broken.
adversely affect bond.
B.
C.
D. Store off the ground, protected from the elements and contaminants which could ._ .
6. COORDINATION
A. Coordinate with placement of formwork, formed openings and other Work.
I
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PART 2 PRODUCTS
1. REINFORCEMENT
A. Reinforcing Bars: ASTM A706, Grade 60 deformed low alloy steel bars, plain
finish, except number 3 bars which are grade 40.
Welded Wire Fabric: ASTM A185 Plain Type, and ASTM A82. Provide in flat
mats, rolls are not acceptable.
-.
B.
2. ACCESSORY MATERIALS
A.
B. Splice Sleeves:
Wire for Ties, Stirrups, and Spiral Reinforcement: ASTM A82, minimum 16 gage.
(1) Acceptable Manufacturers:
(a) Splice Sleeve North America; NMB Splice Sleeve.
(b) Substitutions under provisions of Division I.
Description: Steel sleeves conforming to requirements of National
Research Board Report No. NRB-217, published by the Council of
American Building Officials of Homewood, IL. Each splice sleeve shall be
identified by the size and type imprinted on the sleeve.
(2)
C. Chairs, Bolsters, Spacers, Bar Supports, and Other Accessories
Conform to requirements of ACI 315; size and shape for strength and
support of reinforcement during concrete placement conditions.
Where portion of accessories will be within 112 inch of concrete surfaces
exposed to the weather in the finished Work, such accessories shall be
made of stainless steel.
Use wire bar type support complying with CRSl recommendations, unless
otherwise indicated.
For slabs on grade, use supports with sand plates or horizontal runners
where wetted base materials will not support chair legs.
For exposed-to-view concrete surfaces, where legs of supports are in
contact with forms, provide supports with legs which are hot-dip
galvanized, or plastic or stainless steel protected.
Over vapor barriers or waterproof membranes, use load-bearing bottom pads or precast concrete chairs to prevent penetration of the membrane.
D. Welding Filler Metal: ESOXX for Grade 60 bars, low hydrogen electrodes.
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a 3. FABR I CAT1 0 N
A. Fabrication of reinforcement items shall proceed only after review of bar lists and
Shop Drawings. Each unit of reinforcement shall be fabricated to conform to the
reviewed bar lists and shop drawings.
B. Reinforcing steel shall be bent cold and shall not be straightened or rebent in a
manner that will damage the material.
C. Fabricate concrete reinforcing in accordance with ACI 318.
D. Locate reinforcing splices not indicated on Drawings, at point of minimum stress
as approved.
PART 3 EXECUTION
1. PLACEMENT
A. At time of concrete placement, reinforcement shall be free of coatings that could
adversely affect the bond with concrete.
B. Reinforcement shall be supported and fastened together to prevent displacement
by construction loads or by the placement of concrete, beyond the tolerances
specified in ACI 301. Sizes and dimensions of supports shall be as required to
position the steel as indicated on the reviewed Shop Drawings and in
conformance with the minimum concrete protective covering requirements of ACI
301.
Furnish reinforcing bars full length, to the extent practicable. Splices will be
permitted only where indicated on the Drawings.
Lap welded wire fabric reinforcement 12 inches at edges, unless otherwise
indicated, and wire together.
Sleeved Splices: Install splice sleeves in accordance with manufacturer's
instructions; permitted only where indicated.
Other Splices in Reinforcement: Lapped ends of bars may be placed in contact
and securely wired or may be separated sufficiently to permit the embedment of
the entire surface of each bar in concrete.
C.
D.
E.
F.
(1)
(2)
Stagger splices in adjacent bars.
Lap bars as shown on drawings.
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G.
H.
1.
J.
K.
2.
L.
M.
Obstructions: Should conduit, pipes, inserts, sleeves, or other items interfere
with the placement of reinforcement, notify the Owner's Representative and
obtain approval of procedure before placement of concrete is started.
Concrete Cover: In accordance with ACI 301.
Welding
(I)
(2)
Conform to the requirements of AWS 01.4; perform by AM-qualified
welders.
Make one field test for every 25 welds. Conduct non-destructive field test
(radiographic or magnetic particle) for welds indicated. I
Place, support and secure reinforcement against displacement. Do not deviate
from required position. I
Misplaced Reinforcing '
(1) If reinforcing bars are found to be misplaced after concrete has been placed, immediately notify the Owner's Representative and make ho
correction and cutting without Owner's Representative review and
recommendations.
(2) Misplaced bars shall not be bent.
(3) Perform redesign alterations, corrections, or replacement of concrete or
reinforcing required because of misplaced bars.
Do not displace or damage vapor barrier.
Accommodate placement of formed openings.
MAINTENANCE OF REINFORCING
A. Continuously inspect and maintain reinforcement in proper position during
concrete operations.
END OF SECTION
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SECTION 03300
CAST-IN-PLACE CONCRETE
1 GENERAL
1. SUMMARY
A. Section Includes
(1) Cast-in-place concrete floors, walls, and foundations.
(2) Control, and expansion and contraction joint devices associated with concrete work.
(3) Equipment pads and other items indicated.
B. Related Sections
(1)
(2) (3) Section 09900 - Painting
Section 031 00 - Concrete Formwork: Formwork and accessories.
Section 03200 - Concrete Reinforcement.
2. REFERENCES
A.
B.
C.
D.
E.
F.
G.
H.
J.
K.
ACI 201.2R - Air Entrained Concrete
ACI 301 - Structural Concrete for Buildings.
ACI 302 - Guide for Concrete Floor and Slab Construction.
ACI 304 - Recommended Practice for Measuring, Mixing, Transporting and
Placing Concrete.
ACI 305 - Hot Weather Concreting.
ACI 306 - Cold Weather Concreting.
ACI 308 - Standard Practice for Curing Concrete.
ACI 318 - Building Code Requirements for Reinforced Concrete (Latest Edition).
ANSVASTM D994 - Preformed Expansion Joint Filler for Concrete
(Bituminous Type).
ANSIIASTM Dl190 - Concrete Joint Sealer, Hot-Poured Elastic Type.
ANWASTM D1751 - Preformed Expansion Joint Fillers for Concrete Paving and
Structural Construction (Nonextruding and Resilient Bituminous Types).
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ANSVASTM D1752 - Preformed Sponge Rubber and Cork Expansion Joint
Fillers for Concrete Paving and Structural Construction.
ASTM B221 - Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Shapes
and Tubes.
ASTM C33 - Concrete Aggregates.
ASTM C39 - Test Method for Compressive Strength of Cylindrical Concrete
Specimens.
ASTM C94 - Ready-Mixed Concrete.
ASTM C143 - Test Method for Slump of Portland Cement Concrete.
ASTM C150 - Portland Cement.
ASTM C171 - Sheet Materials for Curing Concrete.
ASTM C260 - Air Entraining Admixtures for Concrete.
ASTM C309 - Liquid Membrane-Forming Compounds for Curing Concrete.
ASTM C330 - Light Weight Aggregates For Structural Concrete.
ASTM -94 - Chemicals Admixtures for Concrete.
3. DEFINITIONS
A. Defective Concrete: Concrete not conforming to required lines, details,
dimensions, tolerances or specified requirements.
4. SUBMITTALS
A. Submit under provisions of Division 1.
B.
C.
Product Data: Provide data on products and materials specified.
Shop Drawings: Indicate locations of proposed construction and control joints,
prior to placement.
Certificates of Compliance: Prior to incorporation in construction, submit manufacturer's Certificate that specific products proposed for use meet or exceed specified requirements.
D.
E. Mix Designs.
F. Manufacturer's Installation Instructions: Indicate installation procedures and
interface required with adjacent Work.
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5. QUALITY ASSURANCE
A. Perform Work in accordance with ACI 301. Maintain one copy of document on
site.
6. Acquire cement and aggregate from same source for all work.
C. Conform to ACI 305 when concreting during hot weather.
D.
E.
Conform to ACI 306 when concreting during cold weather.
Allowable Tolerances: Deviation from plumb or level shall not exceed 118 inch
within 10 feet in any direction, as determined with a 10 foot straight edge.
6. PRODUCT DELIVERY, STORAGE, AND HANDLING
7.
A. Deliver, store and handle packaged materials in the manufacturer's original,
sealed containers, each clearly identified with the manufacturer's name, and
name and type of product.
B. Store materials subject to damage by dirt and moisture in a clean, dry location,
off the ground and suitably protected.
JOB CONDITIONS
A. Environmental Requirements for Placing Concrete
(1) Hot Weather: ACI 305. See Section 03300 - 3.1
(2) Cold Weather: ACI 306. See Section 03300 - 3.1
(3)
(4)
Do not place concrete during precipitation, unless adequate protection is
provided. .
All concrete subjected to freeze and thaw cycles shall be designed as air
entrained per ASTM C260 and ACI 201.2R. -.
8. COORDINATION
A. When required by Owner's Representative, provide a Concrete Placement
Checklist in form approved by Owner's Representative. Checklist to indicate items of work and must be signed by Contractor and Owner's Representative
. prior to placement of concrete.
B. . Coordinate work under provisions of Division 1.
. C. Coordinate the placement of joint devices with erection of concrete formwork and
placement of form accessories.
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h D. Coordinate the installation of items to be embedded in concrete, and provide
openings in the concrete necessary for performance of the Work of other
Sections.
In advance of concrete placements, determine finish characteristics required by
the Work of other Sections and provide concrete surfaces accordingly.
E.
2 PRODUCTS
1. MATERIALS
A. Concrete: Ready-mixed, ASTM C94.
B.
C. Aggregate: ASTM C33.
D. Water: Potable, clean, not detrimental to concrete.
Cement: ASTM C150, Type V.
2. ADMIXTURES
A.
B.
C.
D.
E.
Water-Reducing Admixture: ASTM C494.
(I) Manufacturers
(a) (b) Master Builders, Pouolith 200N.
(c)
(d)
Euclid Chemical Company, Eucon WR-75.
Sika Chemical Corp., Plastocrete 160.
Substitutions under provisions of Division 1.
Water-Reducing, Retarding Admixture: ASTM -94.
(1) Manufacturers
(a)
(b) (c) Sika Chemical Corp., Plastiment.
(d)
Euclid Chemical Company, Eucon Retarder-75.
Master Builders, Pozzolith 1 OOXR.
Substitutions under provisions of Division 1.
High Range Water-Reducing Admixture (Superplasticizer): ASTM C494.
(1) Manufacturers
(a) Euclid Chemical Company, Eucon 37. (b) American Admixtures, Melment LIOA.
(c) Substitution under provisions of Division 1.
Air-Entraining Admixture: ASTM C260.
Accelerator: ASTM C494, Type C or E; Non-corrosive, non-chloride.
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(1) Manufacturer
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(b)
Submit test report from independent testing laboratory of results of an
acceptable accelerated corrosion test method such as that using
electrical potential measures, of minimum 1 year duration, demonstrating
non-corrosive nature of product.
Euclid Chemical Company, Accelguard 80.
Substitutions under provisions of Division 1.
(2)
F. Bonding Admixture: Acrylic latex, non-rewettable type.
(I) Manufacturer
(a) Euclid Chemical Company, Flex-Con.
(b)
(c)
(d)
(e)
The Burke Company, Burke Acrylic Bondcrete.
Thoro System Products, Acyl 60.
W. R. Grace, Daraweld C.
Substitutions under provisions of Division 1.
G. Mineral Admixture: ASTM C618, Class F; Fly Ash Pozzolan; loss on ignition no
more than 4 percent.
(1) Manufacturer
(a) Substitutions under provisions of Division 1.
3. ACCESSORIES
A. Curing Compound: Liquid membrane ASTM C309 Type 1.
B. Sheet Curing Material: ASTM C171.
C. Bonding Agent
(1) Manufacturer
(a) Euclid Chemical Company; Euco-Weld.
(b) Larsen Products Corp.; Weld-Crete.
(c) Master Builders: Acryl Set.
(d) Substitute under provisions of Division 1.
(2)
Structural Epoxy Bonding Adhesive: Two component, 100 percent solids
compound suitable for use on dry or damp surfaces.
(1) Manufacturer
Type: Polyvinyl acetate, rewettable type, with visible tinted pigment to
verify coverage.
D. ,.".
(a) Euclid Chemical Company; Eucopoxy LPL, Euco 452MV.
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(b)
(c)
(d)
(e)
Sika Chemical Corporation; Sikadur 32 Hi-Mod.
The Burke Company; Burkepoxy MV.
Master Builders: Concressive Liquid LPL.
Substitutions under provisions of Division 1.
E. Non-Shrink Grout
(1) Manufacturer
(a)
(b)
(c) (d) W.R. Meadows "Sealtight 588
(e)
Euclid Chemical Company; Euco N-S Grout, Euco Hi-Flow Grout.
Master Builders; Masterflow 713, Masterflow 928.
The Burke Company; Burke Non-ferrous Non-shrink Grout.
Substitution under provisions of Division 1.
F. Patching Mortar: Epoxy type, 100 percent solids, suitable for use on damp or dry
surfaces.
(1) Manufacturer
(a)
(b)
(c) (d) Master Builders: Mastertop M.P.
(e)
Euclid Chemical Company; Euco 456 Mortar.
Sika Chemical Corporation; Sikadur 43 Patch-Pak.
The Burke Company; Burkepoxy Mortar.
Substitutions under provisions of Division 1.
G. Patching Compound: Free flowing, polymer modified, cementitious topping.
(1) Manufacturer
(a) Vertical or Overhead Applications
1) Euclid Chemical Company; Verticoat.
2) Master Builders: Masterpatch 230 VP
(b) Other Applications
1)
2) 3) Master Builders: Masterpatch 210
Euclid Chemical Company; Euco Thin Coat. Sika Chemical Corporation; Sikatop 121.
(c)
Application rate of one pound per square foot. Use manufacturer's
compatible sealing product. Owner's Representative will select one color
from manufacturer's standards, if required.
Substitutions under provisions of Division 1 .i)
(2)
4. JOINT DEVICES AND FILLER MATERIALS
A. Joint Filler Type A: ASTM D1751; Asphalt impregnated fiberboard or felt, 1/4 inch
thick; tongue and groove profile. : i
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I. A' b.
B. Joint Filler Type B: ASTM D1752; Closed cell polyvinyl chloride foam, resiliency
recovery of 95 percent if not compressed more than 50 percent of original
thickness.
Joint Filler Type C: ASTM D1752; Premolded sponge rubber, fully compressible
with recovery rate of minimum 95 percent.
Epoxy Joint Filler: Two component, 100 percent solids compound; minimum 50
C.
D. shore D hardness.
Man ufactu ref
(a) (b) Metzger/McGuire Co.; MM-80.
(c) (d) Master Builder; Masterfill CJ.
(e)
Euclid Chemical Company; Euco 700.
The Burke Company; Burkepoxy Reflex Joint Filler.
Substitutions under provisions of Division 1.
E. Cons..uction Joint Devices: Integral galvanized steel formed to tongue ant
groove profile, with removable top strip exposing sealant trough where indicated.
5. MIXES
A. General Requirements
Design mixes shall be in accordance with 1997 Uniform Building Code
(UBC) Section 1905, with test records.
Instruct Testing Agency to base mix designs on use of materials tested
and approved.
Concrete mixes shall be designed to meet strengths specified and be of
uniform density without segregation when placed.
Mix designs shall be subject to review by Structural Engineer who will
base acceptance on the materials as tested and approved.
Specifically Prohibited Admixtures:
(a) Admixtures containing hydrogen chloride, calcium chloride, or
thiocyanates.
(b)
(c)
Admixtures containing more chloride ions than are present in
municipal drinking water.
Admixtures containing more than 0.05 percent chloride ions.
Unspecified admixtures will not be permitted, unless accepted by the
Owner's Representative, and under condition that the Testing Agency
modifies mix design as necessary, and each such modification is
reviewed and accepted by the Structural Engineer.
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(7) Concrete may be designed for either pump or conventional placement. If
pumping will be used, the mix shall be specifically designed for pumping
and shall be so designated.
Prior to submittal to the Structural Engineer for review the mix design
shall be approved (signed with wet seal) by a Civil Engineer registered in
the State of California and employed by the testing laboratory.
(8)
B.
C.
D.
Nonshrink Grout: Mix in accordance with the manufacturer's printed instructions,
using potable water from a domestic source.
Dry Pack: Mix, in proportions by volume, one part cement to two-and-one-half
parts fine aggregate, screening out materials retained on a No. 4 sieve. Mix with
water to a consistency such that, when a ball of mixture is compressed in the
hand, it will maintain its shape, showing finger marks, but not showing any
surface water.
Patching Mortar: Mix in proportions, by volume, of one part cement to two parts
fine aggregate.
6. MIXING
A. Batch Plant Conditions
(I) Equipment and plant shall be capable of weighing, proper segregation and efficient handling, and shall be subject to approval. Equipment and
plant processes not approved shall not be used in the Work.
Use approved automatic metering capable of determining moisture
content of sand. (2)
B. General Requirements
(1)
(2)
Concrete mixing shall comply with 1997 Uniform Building Code and
ASTM C94.
Mix cement, fine and coarse aggregates, admixtures, and water to exact
proportions of mix designs.
(3)
(4)
(5)
Measure fine and coarse aggregates separately according to approved
method which provides accurate control and easy checking.
Adjust grading to improve workability; do not add water, unless othetwise
recommended by the Owner's Representative.
Maintain proportions, values, and factors or prove mixes throughout
work.
C. Admixtures: Use automatic metering dispenser to introduce admixture into mix.
7. CONCRETE CLASSES
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A.
B.
See schedule at the end of this Section.
Minimum compressive strength after 28 days when tested in accordance with
ASTM C39.
(1)
Aggregate: 1 inch Maximum size, unless noted otherwise.
All Concrete not otherwise indicated: 3,000 psi.
C.
D.
E.
Weight: 150 pounds per cubic foot, air dry.
Slump: 4 inches maximum, when tested in accordance with ASTM C143, unless
noted otherwise.
8. STEEL REINFORCING AND EMBEDS:
A. Steel reinforcements and accessories are specified in Section 03200.
B. Inserts, anchorage and other embedded items are specified in the drawings.
PART 2 EXECUTION
1. EXAMINATION
A.
8.
Verify that conditions are satisfactory for the installation of cast-in-place concrete.
Verify requirements for concrete cover over reinforcement.
C. Verify that anchors, seats, plates, reinforcement and other items to be cast into
concrete are accurately placed, positioned securely, and will not cause hardship
in placing concrete.
If unsatisfactory conditions exist, do not commence the installation until such
conditions have been corrected. Beginning installation means acceptance of
existing conditions.
D.
E. Hot Weather:
(I) Follow all requirements as per ACI 305R-89; except as modified below
and in Section 03300-3.10 and 0341 1-3.
(2)
(3)
The concrete temperature at placement shall not exceed 100 degrees
Fahrenheit.
Use ice and/or cold water as part of the mixing water to reduce concrete
temperature. (Adjust the mix accordingly to take in account the ice.)
Where maximum quantities of ice and/or cold mixing water are required,
aggregates should be properly drained to minimize free moisture.
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(4) Flatwork surfaces shall be water cured in forms and covered with burlap
and plastic sheathing for protection. Forms and burlap shall be wetted
down a minimum of 7 times daily to keep it continually moist.
Water cure all surfaces in forms until its minimum design strength is
reached but not sooner than 5 days.
General contractor to submit a list which outlines concrete placement and
curing to NE for review.
(5)
(6)
F. Cold Weather Concrete:
Follow the requirements of ACI 306R-2 except as modified below.
Concrete temperature at placement and curing shall not fall below 55
degrees Fahrenheit for sections less than 12" in dimension and 50
degrees Fahrenheit for all others.
Placement temperatures may not be higher than 20 degrees Fahrenheit
over the minimum temperatures shown above.
For concrete protection provide foam insulating blankets until concrete
has obtained its minimum design strength, but not less than 3 days.
Where additional heat is required to maintain minimum concrete
temperatures as listed above, heat shall be provided with electric heating
wires embedded in insulating blankets.
Apply approved curing compound immediately after finish of newly placed
concrete is complete.
Insure maximum temperature drop of concrete after initial protection does
not exceed 45 degrees Fahrenheit in its first 24 hours.
Concrete shall not be placed against frozen subgrade or forms.
General contractor to submit list which outlines concrete placement and
curing procedures to NE for review.
2. PREPARATION
A. Prepare previously placed concrete by cleaning surface with steel brush to
expose aggregate and apply bonding agent in accordance with manufacturer's
instructions.
In locations where new concrete is doweled to existing work, drill holes in existing
concrete, insert steel dowels and pack solid with non-shrink grout.
Remove loose dirt and foreign matter from excavations and forms; remove
standing water and saturated soil from excavations and from cavities. Placing
concrete in standing water shall not be permitted.
B.
C.
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D. Thoroughly clean reinforcement and other embedded items free from loose rust
and other objectionable matter.
Thoroughly wet wood forms, except coated plywood, and adjacent concrete at
least one hour in advance of placing concrete; securely close cleanout end
inspection ports; repeat wetting as necessary to keep forms damp.
Moisten subgrade or sand associated with under-slab vapor barrier system one
day prior to placing concrete; maintain moisture until concrete placement.
Maintain equipment clean and of sufficient quantity and capacity to efficiently
execute the Work.
E.
F.
G.
3. PLACEMENT -.
A. No& the Owner's Representative 48 hours before each concrete placement.
B. Transporting
(1) Concrete shall be handled from the mixer to the place of final deposit as
rapidly as practicable by methods which prevent the separation or loss of
the ingredients.
Concrete shall not be dropped freely where reinforcing bars will cause
segregation, nor shall it be dropped more than four feet. (2)
.-.
(3)
(4)
Spouts, elephant trunks, or other approved means shall be used to
prevent segregation.
Concrete may be pumped from the transit mixer to places of deposit,
provided that information on mixdesign adjustments, equipment data,
procedures, and the entire operation are submitted for the Owner's
Representative's prior review.
(a)
(b)
Pumps shall be suitable for the mix, aggregate size, and slump
required.
Pump aperators shall be experienced in the operation of the
equipment to be used.
(5)
C. Depositing
Use of aluminum equipment to transport concrete is not permitted.
(1)
(2)
Place concrete in accordance with 1997 Uniform Building Code.
Maintain during placement or until the completion of the section, a plastic
surface approximately horizontal. .
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Prevent displacement of reinforcement, anchor bolts, welding plates, and
other items required to be embedded in concrete.
Before concrete sets, completely remove concrete spilled on forms or reinforcing steel in portions of structure not to be immediately concreted.
Place concrete continuously between predetermined expansion, control,
and Construction joints. An interruption in placing of more than 60
minutes will be cause for shutting down concrete placement operations
and the wasting of remaining mixed concrete, concrete in hoppers, and
concrete in mixers. In case such interruption occurs, provide construction
joints where and as directed, and cut concrete back to such line, cleaning
forms and reinforcing as specified herein.
Keep a record of the time and data of placing the concrete in each portion
of the structure. Keep reports until the completion of the structure, and
keep reports open to the review of the Owner's Representative.
D. Consolidation
(1) Thoroughly consolidate concrete by puddling with suitable tools during
placement and thoroughly working around reinforcement, embedded
fixtures, and into the corners of forms.
In addition to manual spading and tamping, internally vibrate concrete
with high-speed mechanical vibrators of sufficient amplitude for adequate
consolidation.
Vertically insert and remove hand-held vibrators at points 18 inches to 30
inches apart.
Do not use vibrators to transport concrete in forms.
(2)
(3)
(4)
(5) Vibrate concrete minimum amount required for consolidation.
(6) Do not vibrate concrete placed for slab on grade except at slab edges
adjacent to edge forms and at items embedded in the slab.
E. ConstructiQn Joints
(1) Venfy location and conformance with typical details; provide only where
designated or accepted by the Owner's Representative.
(2)
(3)
Horizontal construction joint shall conform to 1994 Uniform Building Code.
Surface of construction joints shall be cleaned and roughened by
removing the entire surface and exposing clean aggregate solidly
embedded in mortar matrix in accordance with the following procedure:
Contact surface shall be thoroughly cleaned by sandblasting or chipping the entire surface not earlier than five days after the initial placement or
by an accepted method that will assure equal bond such as a thorough
(4)
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hose washing of surface not less than two or more than four hours after
concrete is placed, wash water and chalk-like material being entirely
cleaned from the surface. Vertical construction joints in suspended slabs
shall be sandblasted.
Prevent formation of shoulders and ledges.
Provide keys across vertical joints as indicated; in addition, place dowels
across the joints.
(5)
(6)
(7) Jointing Floor Slabs-on-Grade: Interior floor slabs-on-grade shall be
constructed in checkerboard fashion or in alternate strips with keyed joints across the strips such that no dimension exceeds 30 feet or 900
square feet in total area. Locate construction joints under partitions
whenever possible.
Control joints shall be located between construction joints such that the
maximum distance between joints is 15 feet for 4 inch slabs, 18 feet for 5
inch slabs, and 20 feet for 6 inch slabs. Each slab segment shall be
approximately square with the length not more than one-and-one-half
times the width. Control joints may be sawed or formed with removable strips, and must be at least 114 slab depth.
Sawing must be performed using powered "Soff-Cut saws equipped with
shatter proof abrasive or diamond ribbed blades. Saw cut joints
perpendicular to construction joints within 4 hours using "Soff-Cut"
method. To control shrinkage and cracking, cut joints within 4 hours after
placing concrete without raveling concrete. During hot weather, cut joints
same day slab is poured, even if some raveling occurs.
(8)
(9)
4. FINISHING - GENERAL
A.
B.
Remove fins, projections, and loose material.
Patch honeycomb, aggregate pockets, voids, and holes as follows:
(1)
(2)
-*-
Chip out until sound concrete is exposed to mini.mum depth of one inch.
Prepare patching mortar with approximately two parts normal Portland
cement, one part white cement, and nine parts fine aggregate; vary
proportions of cement as necessary to match-color of adjacent concrete.
Saturate surfaces with water and fill cavities with patching mortar.
Fill holes left by form ties with patching mortar.
(3)
(4)
*
CII (5) Cure patches as specified for concrete.
5. FORMED SURFACE FINISHES
a
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A. Smooth Finish: Obtain by the use of plywood, sheet metal, or line wood forms;
no fins, pockmarks, and other irregularities shall be present in the exposed
surfaces of concrete.
Scored Finish: Where indicated, roughen the concrete in an accepted manner
1/4 inch deviation, or etch with sharp-pointed steel tools to key or otherwise
improve the mechanical bond of the surface. Such scoring or roughing shall
disturb or otherwise roughen at least ten percent of the area so scored. ’
B.
C. Grout-Cleaned Finish
(1) Prepare grout of two parts normal portland cement, one part white
cement, and four-and-one-half parts fine aggregate mixed with water to
consistency of thick paint.
Wet surfaces and rub grout on surfaces using rubber or cork float so that
small voids and imperfections are filled.
Allow surfaces to dry for approximately on hour, scrape off excess grout
with trowel, then rub surfaces with burlap sacks.
(2)
(3)
(4) Keep surfaces continuously damp for 24 hours.
(5) Use on exposed wall surfaces, vertical surfaces of equipment
foundations, and other vertical surfaces for which no other finish is
specified.
6. UNFORMED SURFACE FINISHES
A. Floating
(1)
(2)
Provide as first stage for flatwork finishes, unless otherwise specified.
Thoroughly consolidate areas, strike off to screeds tamp to recess large
aggregate below surface level.
(3) Fill voids, reconsolidate, and re-level surfaces as necessary.
(4) Do not proceed with subsequent finishes until surface water has
absorbed or dried off and surface sheen has become dull.
...>
B. Wood Float Finish
(1) Also provide as second stage for other finishes, unless otherwise
specified.
(2) Using approved floating machines or hardwood trowels, float surfaces to
required planes and shapes, working just sufficiently to bring surfaces to
uniform condition.
(3) Work no more than necessary to achieve uniform texture free from
irregularities and screed marks; except where receiving fills or mortar 3
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beds, leave surfaces in roughened, granular condition for good
mechanical bond.
Cut and fill surfaces as necessaty to true up. (4)
(5) When followed by other finishes, floating shall leave small amount of
mortar on surfaces without excess of water.
(6) Do not proceed with subsequent finishes until surface water has
absorbed or dried off and concrete has set sufficiently to prevent fines or
water from being worked to the surface.
Finish texture shall be fine-grained and granular to provide good
slip-resistance, and shall be reasonably free from directional trowel
marks.
(7)
(8) Provide for exterior and interior surfaces of buildings, unless otherwise
indicated.
C. Steel Trowel Finish
(1) Using finishing machines or steel trowels, trowel surfaces to produce a
dense, hard, smooth steel trowel finish.
(2) Commence troweling in one pass just sufficiently to flatten floated
surface.
(3) Wait until concrete has set sufficiently; then resume steel troweling;
continue and repeat as required to obtain a hard steel trowel finish, free of
blemishes, ripples, and trowel marks.
(4) Do not:
(a) Use cement or sand dusting to absorb or otherwise remove
surface water.
(b)
(c)
Work out lips, uneven levels, and other irregularities prior to final
troweling.
Commence troweling too soon on freshly placed concrete.
Overwork surfaces by excessive troweling in an area in one pass.
(5)
(6) Neatly tool exposed edges, expansion joints, curbs, arises, and other
details.
--K (7) Surface across joints shall be level and free from offsets.
(8) Provide for interior surface not otherwise indicated or specified.
D. Broom Finish
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(I) For exterior flatwork and where indicated.
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(2)
(3)
(4)
Draw a soft-bristled push broom over an initially trowel-finished surface.
When coarser surfaces are desired, use a stiffer-bristled broom.
Broom finish shall provide a non-slip surface, even if exposed to rain.
8. PROTECTION
A. Maintain concrete temperature above 55 deg. F during curing.
B. Protect concrete from sun and rain.
C. Do not subject concrete to any loads until it is completely cured and has attained
its minimum 28 day design strength.
Protect concrete during and after curing from damage from subsequent
construction operations.
Cover traffic areas with plywood sheets; maintain paper and plywood in place and in good repair for as long as necessary to protect against damage from
construction operations.
Keep finished areas free from traffic for a minimum of four days or as necessary
until surfaces have set sufficiently to prevent damage.
D.
E.
F.
9. CURING
A. Curing shall immediately follow finishing and shall be accomplished for each
portion of the Work as follows:
wetted down thoroughly at least four times daily until forms are removed. If less
than seven days, follow immediately with membrane curing if outside of building,
and with fog spray to maintain moist condition inside of building.
.
B. . Cure wall surfaces for a minimum of seven days by form-curing with forms
C. Flatwork Surfaces
(1) Water cure all flatwork surfaces with burlap and plastic sheathing for a
minimum of seven days by formcuring with forms and slabs wetted down
thoroughly at least four times daily or until forms are removed. At
contractor's option, forms may be removed when 75% concrete design
strength has been reached, but not sooner than 3 days. Follow
immediately with membrane curing if outside of building.
(2) Membrane cure exterior pavement and slab surfaces.
(3) Where hardener is applied, cure in accordance with hardener
manufacturer's printed instructions.
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10. DEFECTIVE CONCRETE
A.
8. ->
C.
D.
E.
Repair or replacement of defective concrete will be determined by the Owner's
Representative
Do not patch, fill, touch-up, repair, or replace exposed concrete except upon
express direction of Owner's Representative for each individual area. .
Defective concrete shall be repaired or replaced as recommended by the
Owner's Representative at no additional expense to the Owner. Repair materials
shall include cements, admixtures, epoxy, and aggregates as required by the nature of the defects.
With the prior acceptance of the Owner's Representative, some minor defective
Work may be repaired by use of cement mortar; however, if the defects are
serious or affect the strength of the structure or its appearance, the Owner's
Representative may require the removal and replacement of that portion of the
structure affected.
Immediately af&er removing forms, concrete surfaces shall be inspected, and
pour joints, voids, rock pockets, tie holes, and similar defects shall be patched at
once, but not until the surfaces have first been examined by the Owner's
Representative. Submit information on patching mixture and method proposed
for use to the Owner's Representative for review prior to commencing.
11. PATCHING
A. Allow Owner's Representative to inspect concrete surfaces immediately upon
removal of forms.
Excessive honeycomb or embedded debris in concrete is not acceptable. Notify
Owner's Representative upon discovery.
B.
C. Patch imperfections as directed.
D. Patching Tie Holes
(1) Cut nails and tie wires for form ties flush with the face of the concrete,
and leave surfaces smooth and clean.
(2) Remove metal spreader ties on exposed concrete Work, or snap off
inside the wall surface.
(3) Patch resulting cone pockets on exposed surfaces, and solidly pack with
cement grout.
12. NON-SHRINK GROUT
A. Provide for setting steel plates or bolts on concrete.
Cast-In-Place Concrete 03300- 17
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B. Completely fill voids; thoroughly compact in place.
Project No. 39421
0; C. Bolts or inserts which have been grouted in place sl,all not be tensioned sooner
than seven days after grouting.
13. SCHEDULE
A. Where not otherwise indicated on the Drawings or in other Sections, provide
concrete in accordance with the following Table.
SLUMP AGGREGATE MINIMUM CEMENTCLASS"
STRENGTH (MAX)' (MAX)" POUNDS PER C.Y.
Building Foundations 3000 4" 1-1/2" 470
Slabs on Grade 3000 4l 1 550
Slabs on Grade 3000 4" 0-3/4" 470
(Exterior Walkways)
Walls 3000 4" 314" 470
* Superplasticizers shall be added at the site. Concrete with superplasticizer designed into the mix
shall arrive at the site without the superplasticizer at slump of 2 to 3 inches, be verified, then have
superplasticizer added to attain specified slump.
**
***
Maximum aggregate size not more than 1/3 thickness of concrete component.
Air Dry Weight shall not exceed 150 pounds per cubic foot for normal weight.
END OF SECTION
Cast-In-Place Concrete 03300- 18
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SECTION 03305
CONCRETE TESTJNG AND INSPECTION
PART1 . GENERAL
1.
2.
e
3.
4.
a
SUMMARY
A. Section Includes
1. Concrete testing and inspection required by other Sections.
B. Related Sections
1.
2.
3.
Section 01400 - Quality Control.
Section 03200 - Concrete Reinforcement.
Section 03300 - Cast-In-Place Concrete.
REFERENCES
A.
B.
ACI 318 - Building Code Requirements for Reinforced Concrete.
ASTM C31- Method of Making and Curing Concrete Test Specimens in the
Field.
C. ASTM C39 - Test Method for Compressive Strength of Cylindrical Concrete
Specimens. - '..
D. ASTM C42 - Method of Obtaining and Testing Drilled Cores and Sawed Beams
of Concrete.
ASTM C94 - Ready-Mixed Concrete. E.
F.
G.
ASTM C143 - Test Method for Slump of Portland Cement Concrete.
AWS D1.4 - Structural Welding Code for Reinforcing Steel.
H.
DESCRIPTION
A.
CCR - California Code of Regulations, Title 24.
This Section describes required testing and inspection of concrete work to be
performed by Independent Testing Laboratory employed by Owner under
provisions of Section 01400.
B. Cooperate with testing agency.
SUBMITTALS
A. Submit under provisions of Division 1.
Concrete Testing and Inspection 03305 1
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B. Submit the Following
I.
2.
3.
4.
5.
6.
7.
8.
9.
Certified copies of mix designs for each concrete class specified.
Certification that materials meet requirements specified.
Samples only as specified.
Certification from vendor that samples originate from and are
representative of each lot proposed for use.
Mill test reports for reinforcing.
Ready mix delivery tickets, ASTM C94.
Certified copies of concrete reinforcement test results for tensile and bending strength.
Certified copies of concrete cylinder compressive strength test results at
time intervals specified.
Batch plant certification.
5. CONDITIONS
A. Contractor shall allow the Testing Laboratory free access to places, whether on
or off the job site, where materials are stored, proportioned, mixed, or fabricated;
to places where equipment is stored or serviced; and to job site during times of
preparation, installation, erection, placement, curing and patching.
6.
B. The Contractor shall supply labor, transportation, and on-site storage facilities
required by the Testing Laboratory for taking and preparing samples for testing.
SEQUENCING AND SCHEDULING
A. Notify the Owner’s Representative in sufficient time prior to fabrication, field
welding, mixing, and placement to permit testing and inspecting without delaying
work; minimum 24 hour notice required.
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PART 2 PRODUCTS
..
1 .. .". 2.
MATERIALS AND TESTS
- A.
B.
Test and inspect in accordance with CCR Title 24, State Chapter 26.
Include reinforcement, welding, cements, aggregates, admixtures, and batch
plant inspection.
CONCRETE
A. The Owner's Representative Will:
1. Review mix designs, certificates of compliance, and samples of materials
proposed for use.
Test and inspect materials, as necessary, in accordance with ACI 318-83,
for compliance with requirements specified in Section 03300.
2.
8. The Independent Testing Laboratory shall inspect plant prior to Work to verijr
following:
1. Plant is equipped with approved metering devices for determining
moisture content of fine aggregate.
2. Other plant quality controls are adequate.
PART3 EXECUTION
1. TESTING AND INSPECTION OF CONCRETE REINFORCEMENT
A. Independent Testing Laboratory Employed by Contractor Shall Test Reinforcing
Bars as Follows:
1. Take samples from bundles as delivered to fabricator from mill; two
specimens from each 2-112 tons, or fraction thereof, of each size and
grade.
Test for tensile and bending strength in accordance with CCR Title 24,
Part 2, State Chapter 26.
When bundles are identified by heat number, and accompanied by mill
certificates, no testing of bars is required.
q.
2.
3.
a
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B. Independent Testing Laboratory Employed by Contractor Shall Inspect Welding
as Follows:
1 Inspect welding, including prior fit-up, welding equipment, and weld
certification in accordance with AWS D1.4
2. TESTING AND INSPECTION OF CONCRETE AGGREGATE
A. Independent Testing Laboratory employed by Owner shall test and inspect
aggregate as follows:
1.
2.
CCR Title 24 Section 2603(d)
Table 5.1 of ACI 216R-81 (Revised 1987)
3. TESTING AND INSPECTION OF CONCRETE
A. The Independent Testing Laboratory Employed by Owner Shall:
1. Perform testing in accordance with ACI 31 8.
2. Test slump of concrete according to ASTM C143.
3. Test concrete for required compressive strength in accordance with CCR
Title 24, State Chapter 26, and as follows:
a.
b.
.>
C.
d.
e.
Make and cure specimen cylinders according to ASTM C31 for
each class poured at site as directed by Owner's Representative.
Retain one cylinder for 7 day test, one for 14 day test and three for
28 day test. Hold one cylinder for subsequent testing, if
necessary.
Number each cylinder lA, IB, lC, lD, IE, IF, 2A, 2B, 2C, etc.;
date each set; and keep an accurate record of placement on what
each set represents.
Transport specimen cylinders from job to laboratory.
Test specimen cylinders at age 7 days, 14 days and age 28 days
for specified strength according to ASTM C39.
4. Take core specimens of hardened structure and test specimen according
to ASTM C42 when laboratory tests of specimen cylinders show
compressive strengths below specified minimum.
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4. a.
5.
6. The Contractor shall:
1. Submit ticket for eat,, batch of concrete delivered to jobsite. Ticket shall
bear following information:
a. Design Mix Number.
b. Time of batching.
c. Weight of cement, aggregates, water, and admixtures with
maximum aggregate size.
d. Total volume of concrete.
C. Concrete Placed Without Inspection by Owner's Representative
1. Owner's Representative will determine the most suitable method of
ascertaining quality of concrete.
2. Contractor shall bear all expenses for X-ray or other inspection of in-place
concrete.
Contractor shall bear all expenses for removing concrete determined to
be unsuitable.
3.
TESTING AND INSPECTION OF WELD IMBEDS
A. The welding requirements for steel embeds shall conform to Section 2628(L) of
CCR, Title 24.
RETESTING
A. When tests or inspections reveal failure of materials to meet Contract
. requirements, Independent Laboratory shall provide additional tests in
accordance with specified requirements as necessary until acceptance.
The cost of additional testing by Owner's agency made necessary because of the
failure of materials to meet Contract requirements will be deducted from the
Contract Price.
B.
END OF SECTION
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SECTION 05 120
STRUCTURAL STEEL
PART1 GENERAL ~
1. SUMMARY
A. Section Includes
1. Structural steel framing members.
2. Baseplates and anchor bolts.
3. Grouting under baseplates.
B. Related Sections
1. Section 09900 - Painting: Finish painting.
2. REFERENCES
A.
B.
C.
D.
E.
F.
G.
H.
I.
J.
K.
ASTM A36 - Structural Steel.
ASTM A53 - Hot-Dipped, Zinc-coated Welded and Seamless Steel Pipe.
ASTM A123 - Zinc (Hot Dipped Galvanized) Coatings on Iron and Steel
Products.
ASTM A307 - Carbon Steel Externally Threaded Standard Fasteners.
ASTM A325 - High Strength Bolts for Structural Steel Joints.
ASTM A500 - Cold-Formed Welded and Seamless Carbon Steel Structural
Tubing in Round and Shapes.
AWS A2.0 - Standard Welding Symbols.
AWS D1.l - Structural Welding Code.
AlSC - Specification for the Design, Fabrication and Erection of Structural Steel
for Buildings.
SSPC - Steel Structures Painting Council.
ASTM F436 - Hardened Steel Washers
3. SUBMllTALS
A. Submit under provisions of Division 1.
Structural Steel 05120- 3
A.
Georgina Cole Library Project No.39421
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B. . Shop Drawings
I. Indicate profiles, sizes, spacing and locations of structural members,
openings, attachments, shop and erection details, including cuts, codes,
connections, holes, threaded fasteners, and welds. Include cambers and
loads, locations, markings, quantities, materials, and shapes; and
methods of connecting, anchoring, fastening, bracing, and attachment to
Work of other Sections.
2. Indicate shop and field welds by welding symbols in accordance with
AWS A2.0. Indicate net weld lengths.
C. Manufacturer's Mill Certificate: Submit certificate that products meet or exceed
specified requirements.
hnill Test Reports: Submit Manufacturer's Certificates, indicating structural
strength, destructive and non-destructive test analysis.
Welders' Certificates: Submit Manufacturer's Certificates, certifying welders
employed on the Work, verifying AWS qualifications within the previous 12
months.
D.
E.
4. QUALITY ASSURANCE
A. Regulatory Requirements: Conform to CCR Title 24, Part 2, State Chapter 27 -
Steel.
B. Fabricate structural steel members in accordance with AlSC - Specification for
the Design, Fabrication and Erection of Structural Steel for Buildings.
C. Shop and Field Quality Control
1. The Owner's Representative will:
a. Continuously inspect welding in conformance whh CCR Title 24,
Section 2727(e).
Inspect bolted connections in accordance with CCR Title 24,
Section 2727(f).
Test high-strength bolts, nuts and washers in accordance with
CCR, Title 24 Section 2727(b).
b.
c.
2. Independent Testing Laboratory shall perform nondestructive weld
testing in accordance with UBC Section 2722(f) and CCR Title 24, Section 2727(e).
D. Perform testing under provisions of Division 1.
5. QUALIFICATIONS
Structural Steel 05120- 2
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A. Fabricator: Company specializing in performing the work of this Section with
minimum three years experience.
Erector: Company specializing in performing the work of this Section with
minimum three years experience.
Welding Qualifications: Prior to commencing welding, welding procedures,
welding operations, and welders shall be qualified in accordance with AWS D1.1
1,
6.
C.
Welders who have not performed welding for a period of three or more
months shall be requalified.
2. Welders whose work fails to pass inspection shall be requalified before
performing further welding.
The costs of certifying qualifications shall be paid as part of the Work of
this Section.
3. .
6. DELIVERY, STORAGE, AND HANDLING
A. Deliver welding electrodes to job site in unbroken containers or packages bearing
manufacturer's name.
B. Protection
1. Ship, store, and handle structural steel in a manner to prevent rusting and
deformation. Store steel products off grade and positioned to drain rain-
water readily.
2. Deliver bolts, nuts, and washers in bags or boxes, properly tagged for
identification.
C. Store other metal products in a weather-tight and dry place until ready for use in
the work.
In event of damage, immediately make repairs and replacements necessary, and
at no additional cost to the State. D.
7. FIELD MEASUREMENTS
A. Verify that field measurements are as shown on shop drawings.
PART 2 PRODUCTS
1. MATERIALS
A. Structural Steel Members: ASTM A36.
B.
C.
Structural Tubing: ASTM A500, Grade 8.
Steel Pipe: ASTM A53, Type S, Grade B, E, or S; galvanized where indicated or
specified, black elsewhere.
Structural Steel 05120- 3
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0 D.
E.
F.
..
,&
G.
H.
1. :: -? <* .,
J. ..
.-., K.
Bolts, Nuts, and Washers: ASTM A325 galvanized to ASTM AI 53 for galvanized
members.
Anchor Bolts: ASTM A307.
Expansion Anchors: Proprietary type designed for uses required, sizes as
indicated.
1. ITT Philips Drill Div. "Red Head Wedge".
2. Ramset Fastener Systems "Trbolt".
3. Hilti Co. "HSL Heavy Duty Concrete Anchors".
4.
5.
Welding Materials: AWS D1.l; type required for materials being welded.
Grout: Non-shrink type, pre-mixed compound consisting of non-metallic
aggregate, cement, water reducing and plasticizing additives, capable of
developing a minimum compressive strength of 7,000 psi at 28 days, unless
othewise indicated.
Drjllco Maxi-bolt bearing type, undercut anchor.
Substitution under provisions of Division 1.
1. U.S. Grout Corporation Five Star Grout.
2. Master Builders Masterftow 71 3.
3. Euclid Euco N-S Grout.
4. W.R.Meadows Sealtight 588.
5. Substitution under provisions of Division 1.
Shop and Touch-Up Primer
1. Tnemec "No. 10-9 Metal Primer".
2. Rust-Oleum "No. 769 Dampproof Red Primer".
3.
Shims and Leveling Devices: Type required for temporary support of base plates;
of sufficient size and capacity to support dead load of structure without
deformation.
Substitution under provision of Division 1.
Temporary Supports, Staying and Bracing: As required by the conditions of
installation.
2. FABRICATION
Structural Steel 051 20- 4
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A.
B.
C.
D.
E.
F.
G.
H.
Fabricate structural steel in accordance with AlSC "Specification," and as
specified.
Shop Connections
1. Welded where possible, unless otherwise indicated, in accordance with
AWS D1.l.
Welds exposed to weather or damp conditions in the finished Work shall
be continuous and watertight.
2.
Field Connections: Locate field splices only where indicated.
Bolted Connections
1. Punch, drill or ream holes 1/16 inch larger than bolt diameter. Unless
otherwise indicated, holes may be punched if material is not thicker than
bolt diameter plus 1/16 inch.
Ream unfair holes, but only up to next larger bolt size. Comply with
General Notes on Structural Drawings.
2.
3. As erection progresses, bolt up work to assume dead loads, lateral
forces, and erection stresses.
If types of fastener are not shown, use ASTM A325 bolts. 4.
Assembly Using Standard Threaded Fasteners
1. Use beveled washers for full bearing under heads of bolts and nuts and
tighten to "snugtight" condition.
Assembly of High-Strength Bolted Connections
1.
2.
Beveled washers for full bearing under heads and nuts.
Tighten bolts for slip critical connections in accordance with AISC
"Specification for Structural Joints Using ASTM A325 and A490 Bolts,"
November 13, 1985.
Shop and Field Welding
1. Weld by shielded-arc method, submerged-arc method, flux-coated arc
method, or other method approved by AWS. Perform welding in
accordance with AWS D1. I.
If sizes of fillet weld are not indicated, use AWS minimum weld size, but
not less than 3/16 inch fillet welds.
Prior to fabrication, straighten material by methods which will not injure material.
2.
Structural Steel 051 20- 5
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I. Prior to assembling component parts of a connection, thoroughly clean contact
surfaces of loose scale, rust, burrs, and other matter, and remove local twists
and bend.
J. Do not straighten material until methods have been reviewed and approved by
the Owner's Representative.
Columns: Splice column shafts only as indicated or reviewed and approved by
Owner's Representative.
K.
L. Surface Preparation
1. Grind smooth weld spatter and sharp edges prior to cleaning.
2. Prior to application of primer or delivery from shop, clean surfaces as
follows:
a. SSPC SP-2 where structural steel is to receive cementitious
fireproofing, or to be encased in cast-in-place concrete, or to be
concealed by other construction in the completed Work.
b. SSPC SP-7 where structural steel is to remain exposed in the
completed work.
M. Shop Primer
1. Shop coat surfaces of structural steel with 3 mil minimum dry film
thickness of primer, unless otherwise specified.
2. Do not apply primer to within 2 inches of surfaces to be field welded or to
be encased in cast-in-place concrete.
3. Apply two coats of primer to surfaces of steel assemblies which will
remain permanently concealed after assembly.
4.
5.
Apply shop primer within 8 hours of surface cleaning.
Shop primer, of poor quality or insufficient thickness shall be touched-up
or recoated by the fabricator, and to a condition acceptable to the
Owner's Representative.
N. Temporary Coating
I. Coat contact faces of steel which will be grouted for bearing, such as
column base plates and similar items, with an oil-based, rust-inhibitive
temporary coating containing no metallic pigment.
I,
d.
2. Manufacturers
a. Exxon Petroleum Co., "Rust-Ban 294".
b. Houghton Company, "Rust-Veto 342".
Structural S tee1 05120- 6
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C. Substitution under provisions of Division 1.
3. SOURCE QUALITY CONTROL AND TESTS
A. Perform testing under provisions of Division 1.
B. Materials
1.
2.
Inspection and Tests of Structural Steel
Structural Steel, Cold Formed Steel - Title 24 - 2701 (b), 2715 (a)
Material Identification - Title 24 -2701 (b)
, C.
1.
2.
3.
Tests of Structural & Cold Formed Steel - Title 24 -2727 (a)
Tests of High Strength Bolts, Nuts, Washers - Title 24 -2727 (b) .
Shop Fabrication Inspection - Title 24 -2727 (d)
4.
5.
Welding Inspection - Title 24 -2727 (e)
High Strength Bolt Inspection - Title 24 -2727 (9
6.
PART 3 EXECUTION
1. EXAMINATION
Non-Destructive Weld Testing - Title 24 -2722 0)
A.
B.
Verify that field conditions are acceptable and are ready to receive work.
If unsatisfactory conditions exist, do not commence the installation until such
conditions have been corrected. Beginning of installation means acceptance of
existing conditions.
2. ERECTION
A. Install and erect structural steel in conformance with AlSC "Code" and
"Specifications."
B.
C.
D.
Welding shall be performed by welders qualified as specified.
Allow for erection loads, and for sufficient temporary bracing to maintain structure
safe, plumb, and in true alignment until completion of erection and installation of
permanent bracing.
Structural Steel
Erection tolerances shall be in accordance with AlSC "Code," except as follows:
I. Individual members, shall be considered plumb or level where the error
does not exceed 1:750.
051 20- 7
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2. Vertical dimensions shown as story height measured from the top of the
beams at their connections at each column shall not vary by more than
plus-or-minus 114 inch per story exclusive of column shortening due to
dead load.
Plumb displacement of the center line of columns from the established
column line shall be no more than 114 inch per story, non-cumulative.
Floor framing shall be considered level if floor framing members on each
floor, measured from the top of column connections, do not vary more
than plus-or-minus 1/4 inch.
3.
4.
5. Horizontal dimensions shall not vary more than plus-or-minus 1:2,000 for
the length or width of the structure.
Maximum Offset From True Alignment: 1/4 inch. 6.
E. Anchor Bolts
1. Setting Tolerances
a. Anchor bolts within a given group, such as a steel connection or
equipment base, shall not exceed plus-or-minus 1/8 inch for bolts
one inch in diameter and less and plus-or-minus 3/16 inch for
bolts larger than one inch in diameter.
Vertical dimensional tolerance shall be plus-or-minus 114 inch. b.
Anchor bolts shall be fitted and held in place by templates.
Upon completion of concrete placement, anchor bolts shall be rechecked
for correct location and elevations; make necessary corrections.
2 2.
3.
4. Projecting portion of anchor bolts shall be wire brushed, the washers and
nuts replaced, and the bolt protected from dust and other foreign .
materials by a wrapping of a waterproof material.
Nuts on exposed anchor bolts shall be welded to base plate. 5.
F. Structural Steel
1. Structural members shall not be cut or altered without prior approval of
the Owner's Representative.
Column or column base plates shall be set on a steel shims or otherwise
supported and the structure aligned and plumbed prior to grouting under
the base plates.
Place temporary bracing necessary for erecting before bolting in accordance with AlSC recommendations. Additional or temporary bracing shall be provided wherever design loads may be exceeded during
erection or placing of equipment.
2.
3.
Structural Steel . 05120-8 .
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4. Only light drifting will be permitted to draw parts together. Draft punching
to match unaligned holes will not be permitted. Enlargement of holes
necessary to make connections resulting from misfit shall be performed
by the reaming or drilling, and the proper size bolt shall then be used.
Welding will be permitted only as indicated on the reviewed Shop
Drawings. Welds exposed to the weather in the complete structure shall
be continuous and made watertight by the welding.
Flame cutting will be permitted only as specifically approved by the
Owner's Representative.
After erection, prime welds, abrasions, and surfaces not shop primed except
surfaces to be in contact with concrete.
Grout under baseplates and elsewhere indicated.
5.
6.
G.
H.
3. ADJUSTING AND CLEANING
A. After erection, thoroughly clean surfaces of foreign an deleterious matter such as
dirt, mud, oil, and grease that could impair bonding of.
6. Replace paint damaged or removed by field welding, field assembly, handling, or
other operations, with primer compatible with shop primer. Field paint unpainted
field connections, bolts, and similar parts with primer.
Repair abraded areas of the shop-applied coating, and areas of weld where the
shop-applied coating has been damaged, with a primer or galvanizing repair
compounds as applicable, compatible with the shop coating.
C.
4. FIELD QUALITY CONTROL
A. Perform testing under provisions of Division 1.
END OF SECTION
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SECTION 07600
SHEET METAL FLASHING
f4 PART 1 - GENERAL
1. RELATED DOCUMENTS
. jr Drawings and general provisions of Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to the work of this Section.
2. SUMMARY
A. This Section includes the following:
(1) Metal counter flashing and base flashing (if any).
(2)
(3)
Metal wall flashing and expansion joints.
Built-in metal valleys, gutters, and scuppers.
(4) Miscellaneous sheet metal accessories.
B. Related Sections
(1) Section 07920 - Sealants And Caulking
3. SUBMITTALS
A. General
Submit the following in accordance with Conditions of Contract and Division 1 Specification Sections
(I) Product data, Flashing, Sheet Metal, and Accessories: Manufacturer’s technical product data, installation instructions and general recommendations for each specified sheet material and fabricated
product.
(2) Shop drawings showing layout, profiles, methods of joining and anchorages details, including major counterflashings, trimfiascia units,
gutters, downspouts, scuppers, and expansion joint systems. Provide
layouts at 1/4-inch scale and detail at 3-inch scales.
4. PROJECT CONDITIONS
Coordinate the work of this section with interfacing and adjoining work for proper
sequencing of each installation. Ensure best possible weather resistance and durability
of work and protection of materials and finishes.
SHEET METAL FLASHING 07600 -1
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PART 2 - PRODUCTS
1. SHEET METAL FLASHING AND TRIM MATERIALS
A. Zinc-Coated Steel
Commercial quality with 0.20 percent copper, ASTM A 526, except ASTM A
527 for lock-forming, G90 hotdip galvanized, mill phosphatized where
indicated for painting; 0.0359-inch thick (20 gage) except as otherwise
indicated.
B. Fasteners
Same metal as flashingkheet metal or other non-corrosive metal as recommended by sheet manufacturer. Match finish of exposed heads with
material being fastened.
C. Bituminous Coating
SSPC - Paint 12, solvent-type bituminous mastic, nominally free of sulfur,
compounded for 15-mil dry film thickness per coat.
D. Mastic Sealant
Polyisobutylene; nonhardening, nonskinning, nondrying, nonmigrating sealant.
E. Reglets
Metal or plastic units of type and profile indicated, compatible with flashing
indicated, noncorrosive.
F. Metal Accessories
Provide sheet metal clips, straps, anchoring devices, and similar accessory
units as required for installation of work, matching or compatible with material being installed, noncorrosive, size and gage required for performance.
G. Cast-Iron Drainage Boots
Grey iron castings of size and pattern indicated, ASTM A 48, bituminous
shopcoated.
H. Gutter and Conductor-Head Guards
20-gage bronze or nonmagnetic stainless steel mesh or fabricated units, with
sealed edges and noncorrosive fasteners. Select materials for compatibility with gutters and downspouts.
I. Roofing Cement
ASTM D 2822, asphaltic.
SHEET METAL FLASHING 07600 -2
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2. FABRICATED UNITS a A.
c:. . 2.
'I B.
D.
E.
F.
General Metal Fabrication
Project No.39421
Shop-fabricate work to greatest extent possible. Comply with details shown and with applicable requirements of SMACNA "Architectural Sheet Metal Manual" and other recognized industry practices. Fabricate for waterproof
and weather-resistant performance, with expansion provisions for running
work, sufficient to permanently prevent leakage, damage, or deterioration of
the work. From work to fit substrates. Comply with material manufacturer
instructions and recommendations for forming material. Form exposed sheet
metal work without excessive oil-canning, buckling, and tool marks, true to
line and levels indicated, with exposed edges folded back to form hems.
Seams
Fabricate nonmoving seams in sheet metal with flat-lock seams. For metal
other than aluminum, tin edges to be seamed, form seams, and solder. Form aluminum seams with epoxy seam sealer; rivet joints for additional strength where required.
Sealant Joints
Where movable, nonexpansion type joints are indicated or required for proper performance of work, form metal to provide for proper installation of elastomeric sealant, in compliance with SMACNA standards.
Separations
Provide for separation of metal from noncompatible metal or corrosive
substrates by coating concealed surfaces at locations of contact, with bituminous coating or other permanent separation as recommended by manufacturer/fabricator.
Aluminum Extrusion Units
Fabricate extruded aluminum running units with formed or extruded aluminum
joint covers for installation behind main members where possible. Fabricate
mitered and welded corner units.
PART 3 - EXECUTION
1. INSTALLATION REQUIREMENTS
A. General
Except as otherwise indicated, comply with manufacturer% installation instructions and recommendations and with SMACNA "Architectural Sheet Metat ~ Manual." Anchor units of work securely in place by methods indicated, providing
for thermal expansion of metal units; conceal fasteners where possible, and set units true to line and level as indicated. Install work with laps, joints, and seams that will be permanently watertight and weatherproof.
SHEET METAL FLASHING 07600 -3
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B. Underlayment
Where stainless steel or aluminum is to be installed directly on cementitious or wood substrates, install a slip sheet of red rosin paper and a course of
polyethylene underlayment.
Bed flanges of work in a thick coat of bituminous roofing cement where required for waterproof performance. C.
D. Install reglets to receive counterflashing in a manner and by methods indicated.
Where shown in concrete, furnish reglets to trades of concrete work for
installation as work of Division 3 sections. Where shown in masonry, furnish
reglets to trades of masonry work, for installation as work of Division 4 sections.
E. Install counterflashing in reglets, either by snap-in seal 'arrangement or by welding in place for anchorage and filling reglet with mastic or elastomeric
sealant, as indicated and depending on degree of sealant exposure.
2. CLEANING AND PROTECTION
A. Clean exposed metal surfaces, removing substances that might cause corrosion of metal or deterioration of finishes.
8. Protection
Advise Contractor of required procedures for surveillance and protection of flashings and sheet metal work during construction to ensure that work will be without damage or deterioration other than natural weathering at time of Substantial Completion.
END OF SECTION
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Project No.39421
SECTION 07920
SEALANTS AND CAULKING
1.0 PART 1 -GENERAL
.Y
1.1 DESCRIPTION:
,' -c A. The conditions of the Construction Contract and Division 1 - General
Requirements apply to the Work specified in this Section.
B. Furnish and install all sealant and caulking as shown on Drawings and herein
1. Work herein specified shall include, but not be limited to, joint filling and
sealant application of following:
a. Metal flashing joints (except roofing sheet metal).
b. Pipes, conduit, ducts and structural members penetrating walls,
floors or roof decks.
c. Miscellaneous joints where "caulking" or "sealant" is indicated on
Drawings.
'i specified.
2. Through-wall penetrations, including expansion joints and perimeter
joints, in interior fire-rated walls and partitions, shall be caulked and/or
sealed with a UL listed intumescent system.
Caulking and/or sealing of concrete floor slabs, sidewalks and other
exterior paving, precast concrete, metal panels, roofing sheet metal,
metal roofing, thresholds and ceramic tile Work is specified elsewhere
and is not a part of Work of this Section.
C. Related Work Specified Elsewhere:
I.
1.2 QUALITY ASSURANCE:
A. Applicator Qualifications:
1. All Work included under this Section shall be performed by a Contractor
who is recognized and established in this specific type of business and
has completed jobs which have weathered and proved satisfactory in
every respect for 5 or more years.
2. Application of materials shall be under the supervision and
recommendations of the manufacturer's district representative.
I .3 SUBMITTALS:
A. Color Chart:
I. Submit color chart for selection by Owner's Representative.
6. Samples: 1. If requested by Owner's Representative, submit samples of proposed
material for approval. .\ e SEALANT AND CAULKING 07920 -1
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C. Certification:
I. At completion of the project, this Contractor shall obtain a certification
from manufacturer and countersigned by Contractor stating all materials
included herein have been applied in accordance with their Specifications
and all workmanship is of the best of the caulking and sealant trades.
2. Submit to Owner's Representative in writing a certification from
Contractor stating that the material or combination of materials herein
have been applied and meet all prevailing codes and regulations and are
so classified in the UL's Fire Resistance Directory.
2.0 PART2' PRODUCTS
2.1 MATERIALS:
A. Sealant materials for exterior joints shall be as manufactured by the Tremco
Manufacturing Company, Beachwood, Ohio (phone: 800/321-7906) or Owner's Representative approved equal. Color shall be as selected by Owner's
Representative. Sealant shall consist of the following:
I. Sealant material for joints up to and including 112 inch wide shall be a 1-
part acrylic terpolymer base type "Mono" conforming to Federal
' Specification TT-S-00230.
Sealant material for joints larger than 1/2 inch wide shall be a 2-part 2.
2.2
polytremdyne base type "Dymeric" conforming to Federal Specifications
TT-S-00227E.
6. Caulking compound for interior joints not subject to movement shall be acrylic
latex type "Acrylic Latex 834" as manufactured by Tremco Manufacturing
Company, Beachwood, Ohio (phone: 800/321-7906); "60+ Unicrylic" as
manufactured by Pecora Corporation, Harleysville, Pennsylvania (phone:
8001523-6688); "DAP ALEX" as manufactured by DAP, Inc. Dayton, Ohio
(phone: 51 3/667-4461) or Owner's Representative approved equal.
1. Caulking compound shall contain no ingredients, which will stain masonry
or corrode metals.
Caulking compound for interior joints subject to slight or moderate movement
shall be acrylic latex base type "AC-20+ Silicone" as manufactured by Pecora
Corporation, Harleysville, Pennsylvania (phone: 800/523-6688); "DAP Alex Plus"
as manufactured by DAP, Inc., Dayton, Ohio (phone: 513/667-4461) or Owner's
Representative approved equal.
1. Caulking compound shall contain no ingredients, which will stain masonry
or corrode metals.
Joint filler and backup for sealant and caulking materials shall be closed cell, expanded polyethylene rod type "Ethafoam SB Sealant Backer Rod" as
manufactured by Dow Chemical Company, Midland, Michigan (phone: 800/258-
2436) or Owner's Representative approved equal.
1. Material shall have a diameter of at least 25 percent larger than the
opening.
PART 3 ' EXECUTION
C.
D.
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2.3 INSPECTION:
Project No.39421
A. Examination of Surfaces:
1. Examine joints for construction defects, which would adversely affect the
execution of Work. Starting of Work by this Contractor shall imply their
acceptance of the Work of others as satisfactory.
2.4 JOB CONDITIONS:
A. Environmental:
1. Air temperature shall be not less than 40 degrees Fahrenheit, when
sealant or caulking materials are applied. Sealant or caulking materials,
which require heating prior to use, shall be heated to manufacturer's
recommended temperatures.
All metal surfaces shall be cleaned with a suitable solvent (Xylol) before
sealing or caulking. All areas to receive sealant or caulking shall be
thoroughly dry, clean and free from any foreign matter, which would
adversely affect adhesion of sealant or caulking.
6. Preparation of Surfaces:
1.
2.5 WORKMANSH I P:
A. Application of materials, including primers, shall be in strict conformance with manufacturer's printed specifications.
6. Work shall be of the very best, free from air pockets, foreign embedded matter,
ridges, sags and other defects with all Work completely water and airtight and left
ready for painting.
2.6 INSTALLATION:
A. All exterior joints over 1/4 inch deep and all interior joints over 3/4 inch deep shall
be hand packed with joint filler or backup material of proper size to within 1/4 inch
of finished surfaces using a depth gage to give even uniform depth.
Install bond breaker tape where shown or where required by sealant or caulking
manufacturer's instructions. Sealant or caulking compound shall be forced in
rabbets under mechanical pressure, utilizing nozzles of proper size to fit joints,
filling all voids completely in a neat bead well bonded to both sides and extending
full depth of rabbet. Wide joints to be caulked shall be done in 3 passes. Run a
bead at each inside comer, and finish with a bead filling in the "vee" formed by
the previous 2 beads. All joints shall be masked and struck slightly concave as
required for neatness within 10 minutes of sealant or caulking application.
Sealing and caulking of joints or penetrations in fire-rated walls and partitions shall in accordance with manufacturer's recommendations and with UL fire
protection requirements.
8.
"I
C.
2.7 CLEAN UP:
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a A. Exposed surfaces shall be cleaned, free of excess sealant and caulking or other
soiling due to sealing operations. Surfaces shall be cleaned as Work progresses
and before sealant or caulking begins to set or cure.
END OF SECTION
SEALANT AND CAULKING 07920 -4
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Project No.39421
SECTION 09250
GYPSUM DRYWALL
PART 1 - GENERAL
1.01 RELATED DOCUMENTS:
Drawings and eneral provisions of Contract, including General and Su plementary
1.02 DESCRIPTION OF WORK:
Types of work include:
'
Conditions an 8 Division 1 General Requirements sections, apply to wor R of this section.
Gypsum drywall including screw-type support system.
Gypsum drywall applied to stud framing and furring.
Drywall finishing (joint tape-and-compound treatment).
Contractor Option: General Contractor has o tion to use wood stud or metal stud system,
1.03 QUALITY ASSURANCE:
except where wood studs are used structural P y.
Fire-Resistance Rating: Where g psum drywal! systems with fire resistance ratings are
installations identical with ap licable assemblies whic have been tested and listed by recognized authorities, inclu g ing UL and AIA.
Tolerances for Drywall Work: Do not exceed a variation of 3/16" in 8'0, and 1/8" in 4'0", from plumb, level and flat (all directions); and do not exceed 1/16" offset of planes at joints between panels, shim panels as necessary to comply with tolerances.
1.04 REFERENCES:
37 indicated or are required to comp Y y with governing re ulations, provide materials and
0
Gypsum Board Standard: Comply with a plicable requirements of ANSVASTM C 840 for application and finishing of gypsum boar$ unless otherwise indicated.
Steel Framin Standard: Comply with applicable requirements of ASTM C 754 for installation o B steel framing for gypsum board.
Gypsum Board Terminology Standard: GA-505 by Gypsum Association.
1.05 PRODUCT HANDLING:
Deliver, identify, store and protect gypsum drywall materials to comply with referenced standards.
1.06 JOB CONDITIONS:
Environmental Conditions: Comply with referenced standards.
1.05 SUBMITTALS:
Color Chart: Submit color chart for selection by Owner's Representative.
Samples: If requested by Owner's Representative, submit samples of proposed material for approval.
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PART 2 - PRODUCTS
2.01 METAL SUPPORT MATERIALS:
Ceiling Support Materials and Systems:
General: Size ceiling support components to comply with ASTM C 754 unless indicated othenrvise.
Main Runners: Steel channels with rust inhibitive paint finjsh, hot or cold- rolled.
Hanger Wire: ASTM A 641 , soft, Class 1 galvanized.
Hanger Rods and Flats: Mild steel with zinc or equally rust inhibitive coating for rods and zinc or rust-inhibitive paint finish for flats.
Hanger Anchora e Devices: Screws, clips, bolts or other devices applicable to the
intended has been proven throu h standard construction practices or by certified test
Furring Members: ASTM C 645; 25 gage, hat-shaped.
Funin Anchorages: 16 gage galvanized wire ties, manufacturer's standard wire-type
\
indicated metho 8 of structural anchorage for ceiling hangers and whose suitability for use
data. Size devices for 3 x calcu P ated load supported.
cli s, E olts, nails or screws as recommended by furring manufacturer and complying with C 754.
Direct Suspension Systems: Manufacturer's standard zinc-coated or painted steel system of furring runners, furring tees, and accessories desi ned for concealed support of gypsum drywall ceilings; of proper type for use inten % ed as required.
System Manufacturer: Provide one of the following:
WalUPartition Support Materials:
Studs: ASTM C 645; 25 gage unless otherwise indicated.
Depth of Section: 3-1/2" and 6 as indicated.
Runners: Match studs; type recommended by stud manufacturer for floor and ceiling support of studs, and for vertical abutment of drywall work at other work.
2.02 GYPSUM BOARD:
Gypsum Wallboard ASTM C 36, of types, ed e configuration and thickness indicated; in maximum lengths available to minimize end- P o-end butt joints.
Type: Re ular, exce t where otherwise indicated.
Type: Ty e X for fire-resistant rated assem lies and w ere indicated. Type: d, water-resistant at plumbing fixtures and ceramic tile walls. Type: Exterior grade, aypsum sheathing complying with ASTM C79, minimum thickness of 1/2 as designated at exterior insulation finishing systems.
E x Type: Fof-backed w r: ere indicated. Vapor ermeabili 0.061-.277 perms.
Edges: Tapered.
Thickness: As indicated, or if not otherwise indicated, as required to comply with ASTM C 840 for application system and support spacing indicated.
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2.03 TRIM ACCESSORIES:
General: Provide manlrfacturer's standard trim.accessories of, pes indicated for drywall
erforated or expanded flan es for nailing or stapling, and beaded for concealment of !an es in joint com ound. Brovide corner beads, L-type edge trim-beads, U-type edge trimseads, special 'I -kerf-type edge trim-beads, and one-piece control joint beads.
2.04 JOINT TREATMENT MATERIALS:
General: ASTM C 475; type recommended by the manufacturer for the application indicated, except as otherwise indicated.
Joint Tape: Perforated type or plain type.
Joint Compound: Vinyl-type powder or ready-mixed vinyl-type.
work, formed of galvanized steel unless otherwise indicated, WI ?A either knurled and
Grade: A sin le multi- urpose grade, fo! entire application or 2 separate g.rades; one specificav for begding tapes and filling depressions, and one for topping and sanding. Con ractor Option.
2.05 MISCELLANEOUS MATERIALS:
General: Provide auxiliary materials for gypsum d all work of the type and grade recommended by the manufacturer of the gypsum ?Y oard.
Fastening Adhesive (for Wood): ASTM C 557.
Gypsum Board Screws: Comply with ASTM C 646.
PART 3 - EXECUTION
3.01 PREPARATION FOR METAL SUPPORT SYSTEMS:
Examination of all substrates and conditions effecting this work. Do not commence installation work until all unsatisfactory conditions are fully corrected.
Ceilin Anchorages: Coordinate work with structural ceilin work to ensure that inserts
Furnish concrete inserts, steel deck han er clips and similar devices to other
work.
and o w er structural anchorage provisions have been insta 1 ed to receive ceiling hangers.
trades for installation well in advance of f ime needed for coordination with other
3.02
Do not bridge building expansion joints with support system, frame both sides of joints with furring and other support as indicated.
Nail or screw furring members to wood or metal framing as indicated.
Ceiling Support Suspension Systems:
INSTALLATION OF METAL SUPPORT SYSTEMS:
Secure hangers to structural support b connecting directly to structure where possible otherwise connect to inserts, clips or o Y her anchorage devices or fasteners as indicated.
S ace main runners 4-0" O.C. and space hangers 4'-0" O.C. along runners, except as
Level main runners to a tolerance of 1/4" in 12'-0", measured both lengthwise on each runner and transversely between parallel runners.
o w erwiseshown.
GYPSUM DRYWALL 09250 - 3
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Wire-tie or clip furring members to main runners and to other structural supports as indicated.
Direct-hung Metal Support System: Attach erimeter wall track or angle wherever su port
butt-cut to fit into wall track.
Space furring member 16" o.c., except as otherwise indicated.
Install auxiliary framing at termination of d
indicated for support thereon.
WalVPartition Support Systems:
Install supplementary framing, blocking and bracing to support fixtures, equipment, services, heavy trim, furnishings and similar work which cannot be adequately supported on gypsum board alone.
Isolate stud system from transfer of structural loadin to system, both horizontall and
loading.
install runner tracks at floors, ceilings and structural walls and columns where gypsum drywall stud system abuts other work, except as otherwise indicated.
Terminate partition stud s stem at ceilings, except where indicated to be extended to structural support or subs Y rate above.
Space studs 24'' o.c., except as othennrise indicated.
Frame door openings with vertical studs securely attached by screws at each jamb either direct1 to frames or to 'amb anchor clips on door frame; install runner track sections (for
Provide runner tracks of same gage as jamb studs. Space jack studs same as partition studs.
system meet vertical surfaces. Mechanical P y join support members to each other an B
and similar work, as required for support o 3"" both the drywall constru 4. ion an 5l other work all work, and at openin s for li ht fixtures
vertically. Provide slip or cushioned type joints to a tP ain lateral support and avoi K axlal
jack s Y uds) at head an d secure to jamb studs.
Install 20 age studs at each jamb for all doors 2'-8 wide to 4'-0 wide weighing
100 Ibs. but not more than 200 Ibs.
Install double 20 gage studs at each jamb for single doors up to 4'-0 weighing more than 200 Ibs. but not more than 300 Ibs.
Frame openings other than door openings in same manner as required for door o enin s; and install framing below sills of openings to match framing required
Space wall furring members 24" o.c., except as otherwise indicated.
Install supplementary framin , runners, furring, blocking and bracing at opening -and
services, heavy trim, furnishings and similar work which cannot be adequately supported directly on gypsum board alone.
3.03
Locate exposed end-butt joints as far from center of walls and ceilings as possible, and stagger not less than 1'-0 in alternate courses of board.
Install ceiling boards in the direction and manner which will minimize the number of end- butt joints, and which will avoid end joints in the central area of each ceiling. Stagger end joints at least 1'-0.
not more w an 200 Ibs.; and for all doors less than 2'-8 wide weighing more than
a E% ove oorheads.
terminations in the work, an CY at locations required to support fixtures, equipment,
GENERAL GYPSUM BOARD INSTALLATION REQUIREMENTS:
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Install wall/partition boards vertically to avoid end-butt 'oints wherever possible. At
studs.
In'stall exposed y sum board with face side out. Do not install imperfect, dama ed or
than 1/16 open space between boards. Do not force into p ace.
stairwells and similar high walls, install boards horizon 1 ally with end joints staggered over
9 damp boards. it7 u boards together for a light contact at ed es and ends with no more 9
+. Located either edge or end joints over supports, except in horizontal applications or where intermediate supports or g psum board back-blocking is provided behind end joints.
abut. Do not place tapered edges against cut edges or ends, Stagger vertical joints over different studs on opposite sides of partitions.
Attach gypsum board to framing and blocking as required for additional support at
Form control joints and expansion joints with space between edges of boards, prepared to
Isolate perimeter of non-load-bearing drywall partitions at structural abutments. Provide 1/4" to 1/2" space and trim ed e with J- pe semi-finishing edge trim. Seal joints with acoustical sealant. Do not fas 9 en drywa fy I directly to stud system runner tracks.
Floating Construction: Where feasible, including where recommended by manufacturer, install gypsum board with "floating" internal corner construction, unless isolation of the intersecting boards is indicated, unless control or expansion joints are indicated, or unless fire rating is indicated.
Space fasteners in gypsum boards in accordance with referenced standards and manufacturer's recommendations, except as otherwise indicated.
3.04
Single-Layer Application: Install exposed gypsum board.
Position boards so that bo Y h tapered edge joints abut, and mill-cut or field-cut end joints
_-. openings and cut-outs.
' I receive accessories.
METHODS OF GYPSUM DRYWALL APPLICATION: a
On ceilings ap ly gypsum board prior to wall/partition board application to the greatest exten P possible.
On partitionshnralls a ply ypsum board vertically (parallel), unless otherwise indicated, and provi ti? ed s eet lengths which will minimize end joints.
On partitionshnralls 8-1" or less in height apply gypsum board horizontally (perpendicular); use maximum length sheets possible to minimize end joints.
On Z-furring members a ply gypsum board vertically (parallel) with no end joints. Locate edge joints over %I rring members.
Single-Layer Fastening Methods: Apply gypsum boards to supports as follows:
Fasten with screws or fasten to wood supports with double nailing.
7 3.05 INSTALLATION OF DRYWALL TRIM ACCESSORIES:
General: Where feasible, use the same fasteners to anchor trim accessory flanges as required to fasten gypsum board to the supports. Otherwise, fasten flanges by nailing or stapling in accordance with manufacturer's instructions and recommendations.
Install metal comer beads at external comers of drywall work.
Install metal edge trim whenever edge of gypsum board would otherwise be exposed or sem!-exposed, and except where plastic trim is indicated. Provide type with face flange to receive joint compound except where semi-finishing type is indicated. Install L-type trim
.
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work, and install special kerf-type where other work trim. Install J-type trim where edge is exposed, (including expansion joints).
Install J-type semi-finishin trim where indicated, and where exterior gypsum board edges are not covered by applie 8 moldings.
Install metal control joint (beaded-type) where indicated.
Install H-molding in exterior gypsum drywall work where control joints are indicated.
3.06 FINISHING OF DRYWALL:
General: Apply treatment at g psum board joints (both directions), flanges of trim
prepare w-ork for decoration. Prefill open joints and rounded or beveled edges, using type of compound recommended by manufacturer.
accessories, penetrations, fas Y eners heads, surface defects and elsewhere as required to
Appl joint tape at joints between gypsum boards, except where a trim accessory is inJicated.
Appl joint compound in 3 coats not including prefill of openings in base), and
Partial Finishing: Omit third coat (if specified) and sanding on concealed drywall work which is indicated for drywall finishing or which requires finishing to achieve fire resistance rating, sound rating or to act as air or smoke barrier.
Refer to sections on ainting, coatings and wall-coverings in Division 9 for decorative finishes to be applidto drywall work.
san cy between last 2 coats and a I& er last coat.
3.07 PROTECTION OF WORK:
Installer shall advise Contractor of re uired procedures for protecting gypsum drywall work from damage and deterioration 1 uring remainder of construction period.
END OF SECTION
GYPSUM DRYWALL 09250 - 6
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