HomeMy Public PortalAboutAgreement_1980-05-19 to _G. L. Kaplan Construction Co (Emergency Operations Center)_Emergency Operations Center (EOC) underneath Temple City Library_CITY OF TEMPLE CITY
CONSTRUCTION CONTRACT AGREEMENT NO, 80-1
EMERGENCY OPERATIONS CENTER
BY THIS CONTRACT, entered into this 19th day of May
1980, the City of Temple City, CA (Herein referred to as the "City") and
G. L. KE PLAN CONSTRUCTION CO,
(herein referred to as the "Contractor") do mutually agree as follows:
1. CONTRACT PRICE
The City will pay the Contractor the sum set forth below
for the completion of work as described on the attached sheet entitled
"Description of Work to be Performed".
TOTAL CONTRACT PRICE $ 53,827,00
Fifty -thee thousand, eight hundred twenty-seven dollars
and no cents,
2. DESCRIPTION OF WORK
Contractor shall furnish all supervision, technical
personnel, labor, materials, equipment, tools and services needed to
perform and complete the work described on the attached sheet entitled
"Description of Work to be Performed", and as shown on the Plans or
called for in the Specifications.
3. TIME OF COMMENCEMENT AND COMPLETION
The City will give the Contractor written Notice
to Proceed to commence work as specified iii Section 9 of the Instruc-
tions to Bidders and shall be completed within a period of 90 consecutive
calendar days commencing ten (10) days after the written notice by the
City to the Contractor to begin work.
4. LIQUIDATED DAMAGES FOR LATE COMPLETION OF WORK
Due to the impracticability and extreme difficulty of
determining the actual damage to the City caused by the failure of the
Contractor to complete any of the work within the time stated in this
Contract on the attached sheet entitled "Description of Work to be
CONSTRUCTION CONTRACT AGREEMENT
Page 1 of 3 Pages
Performed", plus any extensions of such time granted pursuant to the
Contract, there shall be assessed against the Contractor as liquidated
damages the amount of $25.00 per calendar for each work unit on which
'ork is incomplete.
5. COMPLIANCE WITH PROVISIONS OF BID DOCUMENTS
Contractor shall comply with all conditions and
requirements of the Bid Documents, which are as follows:
Part 1 Instructions and Illustrative Contract Forms
Part II Contract Specifications
Part III Bid Documents to be Submitted
and incorporated herein, and made a part hereof as though set forth in
full.
Contract.
6. COMPLIANCE WITH PROVISIONS OF CONTRACT
Contractor shall comply with all provisions of this
7, COMMUNICATIONS
All written communications between the Contractor and
the City must carry the proper contract number. Such communications shall
be effective upon receipt at the following address:
CONTRACTOR:
G, L, KAPLAN CONSTRUCTION CO.
9170 E, Las Tunas Drive
Temple City, CA 91780
CITY: CITY OF TEMPLE CITY
5938 North Kauffman Avenue
Temple City, CA 91780
8. CHANGES IN WORK TO BE PERFORMED
The City reserves the right to withdraw or delete any
portion of the work to be performed, pursuant to the change order proce-
dure, or the provisions of the Special Provisions and Technical Specifica-
tions.
CONSTRUCTION CONTRACT AGREEMENT
Page 2 of 3 Pages
IN WITNESS WHEREOF, the parties have caused this
Agreement to be executed on the day and year first above written.
APPROVED:
By
CITY OF TEMPLE CITY
By 4C1./VV‘ 01(16
Title /MAYOR
Date / /4:,. -
By f Title President
Date April. 21, 19$0
CONSTRUCTION CONTRACT AGREEMENT
Page 3 of 3 Pages
CITY OF TEMPLE CITY
Temple City, California
BIDDER'S PROPOSAL
Name of Bidder
G. L. KAPLAN CONSTRUCTION CO.
Business Address 9170 East Las Tunas Drive
Temple City, California 917$0
Business Telephone
213-286-3163
TO: City of Temple City
Gentlemen:
The undersigned bidder hereby submits a bid for all work described in the
Bid and Contract Documents as follows:
TOTAL LUMP SUM BID / //--Ty 7 7/pid:4.,,9
1-WKn' '? J,4 A�r-?7 ,-Yo cf i i-J' Dollars ( $ 5-31.5P2740
The undersigned bidder has knowledge of the existing conditions in the
Project area which affect the cost of the work.
The undersigned bidder agrees to furnish all supervision, technical
personnel, labor, materials, equipment, tools, and services needed to
perform and complete the work.
The undersigned bidder agrees, if awarded the contract, to execute and
complete said work within 90 days, commencing ten (10) days after receipt
of written notice to proceed with the work.
The undersigned bidder agrees to comply with all conditions and require-
ments of the Bid Documents (including the proposed Contract Agreement).
A Bid Guaranty in the sum of $ is submitted herewith
in the following form (bidder to state whether form is bid bond, certified
check, etc.) . Bid Bond
Also submitted herewith is the Concollusion Declaration of Bidder.
Also submitted herewith is a List of Subcontractors who will perform
work or labor or render service to the bidder in or about the work.
BID
Page 1 of 2 Pages
Also submitted herewith is a Declaration of Qualifications of Bidders. If
so requested by the City, the undersigned bidder further agrees that the
bidder will submit a Bidder's Financial Declaration.
the City shall have thrity (30) days from the time of the opening of
bids to accept any bid submitted and to award the Contract. The City
may accept a bid after the thirty (30) days only at the concurrence of the
bidder.
The undersigned bidder further agrees that if he is the successful
bidder, he will furnish the following:
1. Faithful Performance Bond in an amount not less than the amount
stated in the Instructions to Bidders.
2. Labor and Material Payment Bond in an amount not less than the
amount stated in the Instructions to Bidders.
3. Noncollusion Declaration of the Subcontractor.
4. Insurance certificates showing Contractor's and Subcontractor's
coverage for:
a) Property damage in an amount not less than the amount stated
in the Instructions to Bidders.
b) Worker's Compensation
S. Progress Schedule
the undersigned bidder further agrees that if he is the successful bidder,
he will sign and deliver the Contract and furnish the necessary bonds and
certificates to the City within five (5) days after the date of notifica-
tion from the City that his bid has been accepted.
The undersigned bidder understands and agrees that the City reserves the
right to reject any or all bids.
The name, license number, and classification of the person licenses as a
Contractor pursuant to Division 3, Chapter 9, of the California Business
and Profession Code is as follows:
NAME G. L. KAPLAN CONSTRUCTION CO.
LICENSE NO. 272360
CLASSIFICATION
B-1
Date: March 26, 19$0
(Person Iiu
G. L. Kapia
BID
Page 2 of 2 Pages
uthori ela to Sign)
PresideAt
CITY OF TEMPLE CITY
LIST OF SUBCONTRACTORS
Pursuant to the provisions of Sections 4100 through 4113 of the California
Government Code, the bidder hereby designates the name and location of
the place of business of each subcontractor who will perform work or
labor or render service to the bidder in or about the work. All work
for which subcontractor is not listed below shall be performed by the
bidder. If subcontractors are not to be used, state "NONE".
Subcontractor
Address
Portion of Work
Stone Roofing Co., Inc.
P.O. Box_370 San Gabriel, Calif.
Roofing
Progressive Air Systems
915 E. Washington Ave, Santa Ana
Air Conditioning & Heat.
Montelli Electric
8707 Nada Street, Downey, Calif.
Electrical
B & G Sheet Metal Inc.
11530 E. Ramona Blvd. El Monte, Ca
Sheet Metal
Sam Miller Construction
21210 E. Arrow Hwy. #145, Covina
Plasterer
Date: March 26, 19$0
G. L. Kapla
G. L. KAPLAN CONSTRUCTION CO.
Bidder
President
Title
LIST OF SUBCONTRACTORS
Page 1 of 1 Page
CITY OF TEMPLE CITY
NONCOLLUSION DECLARATION OF BIDDER
G. L. Kaplan
declares that:
1. He is an officer (President)
Owner, artner, icer, epresentative or gent
of G. L. KAPLAN CONSTRUCTION CO.
(Name of Bidder)
the bidder, who submitted the bid to which this affidavit is attached.
2. He is fully informed respecting the preparation and contents
of that bid, and of all pertinent circumstances respecting
such bid.
3. Such bid is genuine and is not a collusive or sham bid.
4. In the preparation and submission of such bid, neither the
bidder, nor any person or entity associated in any way with
the bidder, has in any manner, either directly or indirectly
colluded or agreed with any person or entity:
(a) To submit any collusive or sham bid.
(b) To refrain from submitting any bid.
(c) To fix the price in any bid.
(d) To fix any overhead, profit, or cost element
of any bid price.
(e) To secure any advantage against the City, or
against any other person or entity interested
in the proposed Contract.
5. The price or prices quoted in the attached bid are fair
and proper and are not tainted by any collusion or unlawful
agreement on the part of the bidder or any person or entity
associated in any way with the bidder.
I declare under penalty of perjury that the foregoin is true and
correct:
Temple City
lace where signed)
Date:
March 26, 1950
S i"gnatur
President
(Title or Capacity)
NONCOLLUSION DECLARATION OF BIDDER
Page 1 of 1 Page
CITY OF TEMPLE CITY
DECLARATION OF BIDDER'S QUALIFICATIONS
All questions must be answered and the data given must be clear
and comprehensive. If necessary, questions may be answered on separate
attached sheets. The Bidder may submit any additional information he
desires.
1. Name of Bidder: G. L. KAPLAN CONSTRUCTION CO.
2. Permanent Main Office Address: 9170 East Las Tunas Drive,
Temple City, California 91780
3. Principals: Names, Social Security Numbers, Home Addresses,
including City, State and Zip Code: G. L. Kaplan, President, #002-22-4836,
16361 Ghella Drive, Hacienda Heights, California 9171.5
4. Firm: Name, Treasury Number Address, City, State and Zip Code
G. L. Kaplan Construction Co., #95-2703793, 9170 East Las Tunas Drive, Temple
City, California 91780
5. Number and Classification of License B-1 272360
6. When Organized?
1966 March
7. If a corporation, where incorporated? 1971
8. How many years have you 'been engaged in the business involved in
this job under your present firm or trade name? Fourteen years
9. Contracts on hand: (Schedule these, showing amount of each contract
and the anticipated dates of completion.)
See separate sheet
10. General character of work performed by your company: Industrial and
commercial design and construction
11. Have you ever failed to complete any work awarded to you?
DECLARATION OF BIDDER'S QUALIFICATIONS
Page 1 of 2 Pages
12. List the more important projects recently completed by your
company, stating the approximate cost for each, and the month and
year completed: M.T.I., City of Industry - $900,000.00, Jan. 19$0; S.E.M.A., City
of Santa Fe Springs - $347,000.00, Dec. 1979; Aerbert Hawkins, City of Santa Ana -
$1,161,000.00, March 1980
13. Have you ever defaulted on a contract?
No
14. List your major equipment available for this Contract:
Trucks and tools
15. Experience in work similar in importance to this Project:
16. Background and experience of the principal members of your organiza-
tion, including the officers: G. L. Kaplan, graduate Civil Engineer, President
since organized
17. Credit Available : ' $600,000.00
18. Bank Reference: Wells Fargo Bank, Flair Industrial Park, El Monte
19. Will you, upon request, fill out a detailed financial statement and
comply with other reasonable requests of the City of Temple City for
information? of course
The undersigned hereby authorizes and requests any person, firm,
or corporation to furnish any information requested by the City of Temple
City in verification of the recitals comprising this Declaration of
Bidder's Qualifications.
I declare under penalty of perjury that the foregoing is true and
correct.
Temple City
(Place where signed)
Date: March 26, 19$0
President
(Title or Capacity)
DECLARATION OF BIDDER'S QUALIFICATIONS
Page 2 of 2 Pages
G. L. K FLAN COtISTRUCTION CO.
GENERAL BUILDING CONTRACTORS
Herbert Hawkins
MG Auto Center
Winchellts & Lease
Winchell's Santa Ana
Pioneer Take Out, Whittier
Pioneer Take Out, E.L.A.
Pioneer Take Out, San Fernando
Pioneer Take Out, Canoga Park
C & H Development, Brea
Chief Auto, Reseda
Palm Mission Park, Phase IV
American Telecommications
Chief Auto, Granada Hills
Edgington Oat
445.3364 286-0855
9170 East Las Tunas Dr. • Temple City, CA 91780
California License #272360
CONTRACTS ON HAND
$1,161,000.00 3-31--8O
197,000.00 6-2-80
161, 000.00 4-10-80
77,000.w 4--15-80
130,000.00 4-4—$0
91,500.00 6-10-80
92,000.00 6-27-80
93, 000.00 6-27-80
220,000.00 6-10-80
23,000.00 5-5-80
300,000.00 7-1—g0
12,000.00 4-4-g0
42,000.00 5-9-80
118,000.00 8-4_$0
$2,717,500.00
8938 NO KAUFFMAN AVE. • TEMPLE CITY • CALIFORNIA 91780 • {ZI3) [05 WI
NOTICE INVITING BIDS
CONSTRUCTION CONTRACT NO. 80-12
Emergency Operations Center
NOTICE IS HEREBY GIVEN that the City of Temple City will,
on or before the hour of 2:30 p.m. on the 26th day of March,
1980, receive sealed proposals or bids at the Office of the
City Clerk, City Hall, 5938 N. Kauffman Avenue, Temple City, CA,
to be opened by the City Clerk at 2:30 p.m. on the 26th day of
March, 1980, in the Council Chamber of the City Hall for the
following:
CONSTRUCTION OF IMPROVEMENTS AT THE TEMPLE CITY
LIBRARY BUILDING, 5939 GOLDEN WEST AVENUE, TEMPLE
CITY, CALIFORNIA, CONSISTING OF NEW STAIRWAY WITH
ENCLOSURE TO. THE BASEMENT, INSTALLATION OF NEW
ELECTRICAL SERVICE FROM CITY HALL BUILDING,
INSTALLATION OF AIR CONDITIONING SYSTEM, AND
INSTALLATION OF ROOM PARTITIONS IN THE BASEMENT
AND ALL NECESSARY RELATED WORK AS CALLED FOR AND
SHOWN ON THE CONSTRUCTION PLANS.
All bidders are required to obtain copies of the Bid and Con-
tract package from the*Agency and shall submit their bid on the
foLm to be furnished by the City Clerk for Construction Contract
No, 80-12.
KARL L. KOSKI
Dated: February 27, 1980 CITY CLERK
CITY OF TEMPLE CITY
Temple City, California
INSTRUCTIONS TO BIDDERS
1. INTRODUCTION
Each bidder should have, in his possession, a complete set of Bid
an Contract Documents consisting of three parts:
PART I contains these Instructions to Bidders, the Invitation for Bids
and illustrative forms of the various documents which are involved in
the execution and performance of the contract. These documents are
not to be filled in or marked on: but, should be read by each bidder
if awarded the contract.
PART II contains Contract Specifications.
PART I I I consists of the Bid Documents to be submitted. These documents
should be filled out and submitted in accordance with the instructions
which follow.
The contract number shown on the Invitation for Bids shall be placed
in the lower right hand corner of each page of the Bid accompanying
documents, and any communications relative thereto submitted to the
City.
The City wi l l not furnish bidders with oral interpretations of the
meaning of the provisions of the Bid Documents. Should the necessity
arise for changes, additions, deletions, or modifications in the work
to be performed or in the Bid Documents, the City will issue numbered
addenda to the Bid Documents.
Bidders shall examine the site and acquaint themselves with all
conditions affecting the work. By submitting a bid, the Bidder will be
held to have personally examined the site and the drawings, to have
carefully read the contract documents and to have satisfied himself as
to his ability to meet all the difficulties attending the execution of
the proposed contract before the delivery of his bid and agrees that if
he is awarded the contract, he will make no claims against the City,
based on ignorance or misunderstanding of the contract provisions.
All documents must be on the forms prepared by the City unless these
instructions state otherwise in regard to a particular form. Sufficient
copies of most forms will be supplied by the City without charge.
INSTRUCTIONS TO BIDDERS
Page 1
DIVISION TECHNICAL SPECIFICATIONS
9A Drywall Work
9B Lathing & Plastering
9C Painting
10-14 Omit
15A Heating, Ventilating and Air
Conditioning
16 Electrical Work
17 Asphaltic Concrete Paving
INDEX OF SPECIFICATIONS
Page 2 of 2 Pages
GENERAL PROVISIONS
AND
CONTRACT SPECIFICATIONS
FOR
CITY OF TEMPLE CITY
EMERGENCY OPERATIONS CENTER
5939 GOLDEN WEST AVENUE
TEMPLE CITY, CA 91780
City of Temple City
5938 Kauffman Avenue
Temple City, CA 91780
(213) 285-2171
January 1980
Approved as to form: APPROVED:
CITY ATTORNEY CITY MANAGER
Date Date
INDEX OF SPECIFICATIONS
TITLE
NOTICE INVITING BIDS
INSTRUCTIONS TO BIDDERS
FAITHFUL PERFORMANCE BOND
LABOR AND MATERIALS PAYMENT BOND
NON -COLLUSION DECLARATION OF
SUBCONTRACTORS
BIDDER'S PROPOSAL
CONSTRUCTION CONTRACT AGREEMENT
DESCRIPTION OF WORK
GENERAL PROVISIONS
NON-FEDERAL LABOR STANDARDS
PROVISIONS
SPECIAL PROVISIONS
DIVISION TECHNICAL SPECIFICATIONS
Omit
2 Excavating and Grading
3 Concrete Work
4 Omit
5 Steel Stairs
6 Carpentry
7A Roofing
7B Insulation
7C Sheetmetal Work
8 Omit
NO. PAGES
1
8
2
2
2
2
3
1
14
2
5
23
2. TIME FOR COMPLETION
All work under this Contract shall be completed within a period of
90 consecutive calendar days commencing ten (10) from and after the
written notice by the Owner to the Contractor to begin work.
3. WAGES SALARIES, APPRENTICES
Attention of Bidders is particularly called to the requirements
concerning the payment of not less than the prevailing wage and salary
rates specified in the Contract Documents, the conditions of employment
with respect to certain categories and classifications of employees,
and employment of apprentices. See Contract Attachment No. 2, Non -
Federal Labor Standard Provisions.
The rates of pay set forth are the minimum to be paid. It is the
responsibility of Bidders to inform themselves as to the local labor
conditions, such as length of work day and work week, overtime com-
pensation, health and welfare contributions, labor supply and prospective
changes or adjustment of rates.
4. EQUAL EMPLOYMENT OPPORTUNITY
Attention of bidders is particularly called to the requirement for
ensuring that employees and applicants for employment are not discrim-
inated against because of their race, color, religion, sex, or national
origin.
a. The Bid
Erasures shall not be made on the Bid form. Bidders shall carefully
complete all items in the Bid form and furnish all the information
required. The Bid must be dated and signed by the Bidder or his auth-
orized agent or representative.
The City reserves the right.to waive any informality or irregularity
in the bid when to do so would be in the public interest.
b. Bid Bond or Other Bid Guaranty
Any bid ,dust be accompanied by a Bid Bond or other Bid guaranty to
insure that the successful Bidder will do everything necessary to enter
into the Contract. The Bid Bond or other bid guarantee shall be in the
amount equal to ten percent (10%) of the total Bid. If not a Bid Bond,
the Bid guaranty may be in the form of a certified check, a bank draft,
or a negotiable United States Government Bond (at par value). Cash
deposit will not be accepted. If the type of bid guaranty is other than
a Bid Bond, the Bidder shall submit to the City the form entitled "Terms
of Bid Guaranty." Certified checks or bank drafts must be payable to
the order of "City of Temple City."
INSTRUCTIONS TO BIDDERS
Page 2
If the Bid Guaranty is in the form of a Bid Bond, such bond shall be
on a form approved by the City. Any Bid Bond posted shall be secured
by a guaranty or surety company listed in the U.S. Treasury Department
Circular 570 last issued before the submittal of the Bid. Bid Bonds
must be from surety companies which are authorized to issue a Bid Bond
In the amount necessary. The current power of attorney for the person
who signs for any surety company shall be attached to such bond.
The Bid Guaranty of each unsuccessful Bidder will be returned as soon
as practicable after the opening of Bids. The Bid Guaranty of any
Bidder who properly withdraws his Bid will be returned promptly.
In the event of any default by the successful Bidder before entering
into the Contract and before submitting the proper documents, the City
may award the Contract to the next best responsible Bidder and may charge
against the successful Bidder or the Bid Guaranty the difference between
the amount of his Bid and the amount for which a Contract for the work
is subsequently awarded, irrespective of whether such differences in
amount exceeds the amount of the Bid Guaranty. If the City decides not
to award the Contract to the next best responsible Bidder, the Agency
has a right to the entire Bid Guaranty. If a more favorable Bid is
received by readvertising, the Bidder who defaulted shall have no claim
against the City for refund of all or any portion of the Bid Guaranty.
c. List of Subcontractors
If the Bidder intends to use subcontractors, he shall submit with his
Bid a list of Subcontractors for approval by the City. Such list shall
show the names, addresses, and portions of work for each subcontractor.
Without the approval of the City the Contractor shall not substitute
any subcontractor in place of the subcontractors designated in the
list. If the Bidder does not intend to use any subcontractors, he
shall so state on the list of Subcontractors.
d. Noncollusion Declaration of Bidder
With any bid submitted to the City, the Bidder shall submit a
Noncollusion Declaration of Bidder to the effect that the Bid is
genuine, and that neither the Bidder nor any person or entity associated
with the Bidder has directly or indirectly colluded with any person or
entity in regard to the Bid,
e, Declaration of Bidder's Qualifications
Bidders shall complete and submit a "Declaration of Bidder's Quali-
fications." The City may make such investigations as it deems necessary
to determine the ability of any bidder to perform the obligations of
the proposed contract, Bidders shall furnish such additional infor-
mation and data for this purpose as the City may request.
INSTRUCTIONS TO BIDDERS
Page 3
All Bidders must be licensed as General Contractors pursuant to
Division 3, Chapter 9 of the California Business and Professional Code.
f. The Bidder's Financial Declaration
Bidders may be requested to complete and submit a detailed financial
statement to the City as a "Bidders Financial Declaration." Inasmuch
as the information required may differ with each individual Bidder, a
form has not been prepared.
5. PROCEDURE FOR THE SUBMISSION OF BID DOCUMENTS
All Bids must be received by the City prior to the closing time for
receiving Bids established in the Invitation for Bids. Bidders are
responsible for any delays in delivery. All Bids received prior to
the closing time will be held unopened in the safe of the City until
the opening time and date. When a Bid is received by the City after
the closing time, the Bid will be rejected. Such Bids will be returned
unopened to the Bidder.
Bids may be withdrawn only upon written request received by the City
prior to the time fixed for opening Bids. When a proper request for
withdrawal is received, the City will immediately return the withdrawn
Bid unopened to the Bidder. After the Bids are opened, the Bidder may
not withdraw his Bid until (30) days after the opening date.
Bidders are not permitted to change, amend, or modify any Bid at any
time, however, prior to the closing time for receiving Bids, a Bid may
be withdrawn and a new Bid submitted. Any new Bid must comply with all
requirements of the Bid Documents, including the requirement that it be
received by the City before the closing time for receiving Bids.
Bidders shall submit their Bids and accompanying documents in a sealed
envelope. The envelope will be furnished with the Bid Documents to be
submitted and should be addressed as follows;
(Return Address)
City of Temple City
Office of City Clerk
City Hall
5938 N. Kauffman Avenue
Temple City, California 91780
Temple City
Emergency Operations Center
Contract Bid No. 80-1
INSTRUCTIONS TO BIDDERS
Page 4
6. PROCEDURE FOR THE OPENING OF BIDS
Every Bid received before the closing time for receiving Bids shall be
opened at the time and place established in the Invitation for Bids for
the opening of Bids. At that time, the City will cause such Bids to be
opened publicly, read aloud, and tabulated.
Bidders and other interested persons may be present, in person or by
representative, at the opening, reading and tabulation of the Bids.
7. THE AWARD OF THE CONTRACT
The City shall have thirty (30) days from the time of the opening of
Bids to accept any Bid submitted and to award the Contract. However,
the City may accept a Bid after the thirty (30) days with the concurrence
of the successful Bidder. The acceptance of a bid and award of the
Contract will be in writing and may be transmitted to the Bidder, either
by mail or telegraph. Acceptance and award will be effective upon
deposit of the letter in the mails or upon dispatch of the telegram.
The City intends to award the Contract to the lowest responsible
Bidder, The Contract will be awarded only to a Bidder who has (1)
complied with all the terms and provisions of the Bid Documents,
(2) submitted a reasonable Bid, and (3) submitted a Bid which achieves
economy and serves the interest of the City to accept. However, the
City reserves the right to reject any and all Bids, and further reserves
the right to waive an informality or irregularity in the bid when to do
so would be in the public interest.
8. DOCUMENTS TO BE SUBMITTED BY SUCCESSFUL BIDDER
After the City accepts the Bid and awards the Contract, the City will
prepare four (4) copies of the Contract and transmit them to the
successful Bidder for signature. Within five (5) calendar days after
receipt of the Contract the successful Bidder must sign and return
documents required by this paragraph (8) to the City for approval and
execution.
The Notice to Proceed authorizing the Contract work will not be
issued until all required documents are submitted to and approved by
the City,
a. The Contract
The Contract on a form prepared by the City must be signed by an
authorized representative of the successful Bidder.
INSTRUCTIONS TO BIDDERS
Page 5
b. Faithful Performance Bond
The successful Bidder shall submit a Bond to the City to secure the
faithful performance of the Contract. The Bond shall be furnished in
the amount of one hundred percent (100%) of the Contract Price sub-
mitted by the successful Bidder. The Bond submitted shall bear the
same date as or a date subsequent to the date of the Contract. The
current power of attorney for the person who signs for any surety
company shall be attached to such Bond.
This Bond shall be signed by a guaranty or surety company listed in
the latest issue of U.S. Treasury Circular 570 and the penal sure shall
be within the maximum specified for such company in said Circular 570.
The sample form of the "Faithful Performance Bond" or any form approved
by the City may be used.
c. Labor and Material Payment Bond
The successful Bidder shall submit a Bond to the City to secure the
payment of all persons, firms, or corporations to which the Bidder may
become legally indebted for labor, materials, tools, equipment or
services of any nature, including utility and transportation services
employed or used by him in performing the work. The Bond shall be
furnished in the amount of one hundred percent (100%) of the Contract
price and shall bear the same date as or a date subsequent to the date
of the Contract. The current power of attorney for the person who signs
for any surety company shall be attached to the Bond.
This Bond shall be signed by a guaranty or surety company listed in
the latest issue of U.S. Treasury Circular 570 and the penal sum shall
be within the maximum specified for such company in said Circular 570.
The sample form of the "Labor and Material Payment Bond" or any form
approved by the City may be used.
d. Noncollusion Declaration of Subcontractors
The successful Bidder shall submit to the City a "Noncollusion
Declaration of Subcontractor" For each subcontractor who will perform
work under the Contract. Notice to Proceed with the work will not be
given until a Noncollusion Declaration of Subcontractors has been
transmitted to the City for each subcontractor in the l ist of Sub-
contractors filed with the bid of the successful bidders. The
declaration must be submitted no later than ten (10) days after the
receipt of the Contract by the successful Bidder.
If a new subcontractor is added after the submission of the Declaration,
such subcontractor will not be permitted to begin work until a
declaration signed by such subcontractor has been submitted to and
approved by the City.
INSTRUCTIONS TO BIDDERS
Page 6
The sample form of the "Noncollusion Declaration of Subcontractors"
or any form approved by the City may be used.
e. Certificate of Insurance
The successful Bidder shall submit to the City certificate of
insurance from the insurance companies showing that he and his sub-
contractors have obtained the insurance required as follows:
a. Property Damage in the amount of $500,000 each accident;
$500,000 aggregate product.
b. Public Liability (bodily injury) in the amount of $500,000
each person; $500,000 each accident and aggregate product.
c. Worker's Compensation.
Such certificates shall each show the location and description of the
work covered by the insurance. Notice to Proceed with the work will
not be given until these certificates have been submitted to the City.
The certificates must be submitted not later than ten (10) days after
the date of notice to the Contractor of the award of the contract.
All insurance policies shall name the City of Temple City and its
officers, agents and employees as additional insured, and shall require
thirty (30) days notice to the City prior to cancellation.
9. DOCUMENTS RELATING TO THE PERFORMANCE OF THE CONTRACT
a. Notice to Proceed
The City will notify the Contractor of the time to commence work upon
any stage or increment of work under this Contract by a written Notice
to Proceed. Two copies of such Notice will be sent to the Contractor.
The Contractor shall fill in the date of receipt of such Notice, and
return one copy to the City, As soon as the Contractor signs the
Contract, the Contractor should be prepared and ready to commence work
immediately upon receipt of the Notice to Proceed, since the number of
days for completing each increment of work under the contract is
computed from the date of Notice to Proceed.
b. Weekly Payrolls, Statements of Compliance with the Federal
Labor -Standards Provisions, and Certificates of Contractor
The Contractor and each subcontractor shall furnish the City with weekly
payrolls and with weekly statements of compliance with the Federal
Labor -Standards Provisions upon request.
INSTRUCTIONS TO BIDDERS
Page 7
c. Certificate of Compliance with the Wage and Labor Provisions
to Support Payment to Contractor
With each requisition submitted by the Contractor to the City for
payment under the Contract, the Contractor shall furnish the City with
his certificate, in duplicate, to the effect that the Contractor and
each subcontractor has complied with the wage and other labor -standards
provisions of this Contract or that there is an honest dispute with
respect to those provisions.
d. Contract Amendments
The procedure for Contract Amendments is described in detail in the
Contract attachment entitled "General Provisions."
e. Contractor's Certificate of Release and Request for Final
Payment
Before final payment will be made to the Contractor, the form entitled
"Contractor's Certificate of Release, and Request for Final Payment"
must be submitted in proper form to the City.
INSTRUCTIONS TO BIDDERS
Page 8
CITY OF TEMPLE CITY
TEMPLE CITY, CALIFORNIA
EMERGENCY OPERATIONS CENTER
DESCRIPTION OF WORK TO BE PERFORMED
PROJECT STREET ADDRESS: TEMPLE CITY LIBRARY, 5939 Golden West Avenue
Temple City, CA 91780
DESCRIPTION OF WORK:
The work to be done under these Specifications and Plans includes the
furnishing of all labor materials, tools and equipment, etc., required
for the construction of improvements on the Temple City Library Building
for the Temple City Emergency Operations Center consisting of 1) removal
of existing steel stairs and grating, necessary demolition, excavation
and hauling, 2) construction of new stairs and stairway and mechanical
room enclosure, 3) construction of partition walls in basement,
4) installation of air conditioning equipment, duct work and controls,
5) installation of new electrical service from the City Hall to the new
mechanical room, including underground duct work connection to City
Hall electrical panel, installation of new electrical service panels
and transformer in new mechanical room, installing lighting fixtures
in stairway area and rewiring existing basement lighting fixtures,
etc. in basement area, and all necessary related work as called for
and shown on the construction plan.
DESCRIPTION OF WORK TO BE PERFORMED
Page 1 of 1 Page
CITY OF TEMPLE CITY
EMERGENCY OPERATIONS CENTER
GENERAL PROVISIONS
1. CONTROL, SUPERVISION AND INSPECTION BY THE CITY
The City shall in writing designate a person as "City
Representative" to deal with the Contractor and to insure that the work
is performed in accordance with the provisions of this Contract. The
City shall at all times have access to the work during its progress,
and shall be furnished with every reasonable facility for control,
supervision, and inspection for ascertaining that the materials, work-
manship, and equipment are in accordance with the requirements and
intentions of this Contract. The City shall also be permitted at all
reasonable times to inspect and review all relevant data and records
of the Contractor.
The City Representative shall have the authority to give such
general supervision and directions as may be necessary to insure that
work in the project is in strict compliance with the plans and specifica-
tions. He shall determine the adequacy of the Contractor's methods,
plans, and appurtenances and make such directions relative to sufficiency
of forces as may be reasonably necessary to insure proper and continuous
execution of work. He may stop the work if necessary to prevent its
improper execution and shall determine the amount, quality, and fitness
of the several kinds of work and materials. He shall reject all work
and materials which do not conform to requirements of the contract.
All instructions, rulings, and decisions of the City Representative shall
be made promptly in writing and shall allow the Contractor three (3)
working days in which to comply with such direction.
The Contractor shall at all times during working hours provide
on-the-job supervision satisfactory to the City. Wherever necessary or
appropriate under this Contract, orders may be given by the City Repre-
sentative to the superintendent, supervisor, or foreman for the Contrac-
tor in charge of the particular work involved.
The Contractor shall layout his own work and shall be respon-
sible for all work executed by him under this Contract. He shall verify
all figures and elevations before proceeding with the work and will be
held responsible for any error resulting from his failure to do so.
2. OBSERVANCE OF LAWS
It is the intent of the parties to this Contract that all
required work hereunder shall be performed in accordance with "Standard
Specifications for Public Works Construction of the City of Temple City"
unless inconsistent with this Contract or the technical specifications
and/or drawings in which case the provisions of the Contract shall govern.
GENERAL PROVISIONS
Page 1 of 14 Pages
Said "Standard Specifications" shall become a part of this
Contract as though fully set forth herein.
The Contractor shall also keep himself fully informed of all
existing and future laws applicable to the work to be performed under
the Contract, and all existing and future ordinances, regulations, or
orders of all bodies or tribunals having any jurisdiction or authority
over any aspect of the work to be performed under this Contract, and
shall at all times observe and comply with such laws, ordinances,
regulations or orders, and he shall require all persons employed in
the performance of the work to do likewise.
The Contractor shall be responsible for any violation of such
laws, ordinances, regulations, or orders and shall protect and indemnify
the City and all of its officers, employees, and agents against any
claim or liability based upon the violation thereof. If any discrepancy
is discovered in the Contract in relation to any such law, ordinance,
regulation, or order, the Contractor shall immediately notify the City
of the nature of the discrepancy. If the Contractor performs any work
contrary to such laws, regulations, or orders, he shall bear all costs
required for correction of the work. Unless otherwise provided in the
Contract, the Contractor is not responsible for correcting conditions
existing at the time this Contract was entered into which violate such
laws, ordinances, regulations, or orders. If any other public agency
requires that the Contract be performed in a manner different from the
manner set forth in the Contract, Contractor shall not do so without
the approval of the City,
3. PERMITS, FEES AND NOTICES
The Contractor shall procure all permits and licenses, pay all
charges and fees, and give all notices required in the performance of
the work under this Contract, unless otherwise noted in Contract Attach-
ment No. 3 "Special Provisions and Technical Specifications."
4. SUBCONTRACTORS
Before starting work under the Contract, a subcontractor must
have been approved by the City; must have submitted a Noncollusion
Declaration of Subcontractor to the City, and must have been included
in the List of Subcontractors submitted by the Contractor with the bid.
Without the prior approval of the City, Contractor shall not substitute
any subcontractor in place of the subcontractors designated in such
list, nor permit any subcontract to be assigned, transferred, or per-
formed by anyone other than the designated subcontractor. Any sub-
contractor added with the approval of the City shall also submit a
Noncollusion Declaration of Subcontractor and shall be added to the
List of Subcontractors.
GENERAL PROVISIONS
Page 2 of 14 Pages
The Contractor shall be as fully responsible for the acts and
omissions of his subcontractors, and of persons either directly or
indirectly employed by him, as he is for the acts and omissions of
persons directly employed by the Contractor. The Contractor shall
cause appropriate provisions to be inserted in each subcontract to
require compliance with the provisions of this Contract.
When a portion of the work subcontracted by the Contractor is
not being prosecuted in a manner satisfactory to the City, the subcon-
tractor shall be removed immediately by the Contractor.
Nothing contained in this Contract shall create any contrac-
tual relationship between any subcontractor and the City.
5. COOPERATION
The Contractor shall cooperate with other Contractors of the
City or Contractors authorized by the City to work within the Project.
When two or more such Contractors are employed on related or adjacent
work, each shall conduct his operations in such a manner as not to cause
any unnecessary delay or hindrance to the other. Each such Contractor
shall be responsible to the other for all damage for work, persons, or
property caused to the other.
6. CONTRACTOR'S RESPONSIBILITY FOR ACCIDENT PREVENTION,
WORK EQUIPMENT, AND MATERIALS
a. Protection of Persons and Property
The Contractor shall be responsible for the safety of all
persons and property in performing the work under this Contract, and
shall provide and maintain at his own expense such fences, barricades,
guards, lights, signs and other devices as may be necessary to prevent
accidents and avoid damages or injury to the public. Machinery, equip-
ment and all hazards shall be guarded in accordance with safety provisions
of the "Manual. of Accident Prevention in Construction" published by the
Associated General Contractors of America, Inc., to the extent that
such provisions are not in conflict with applicable law.
The Contractor has the duty to protect persons and property
not involved in the Contract from damage caused by his operations. The
Contractor shall conduct his operations in a manner that will not inter-
fere with the use and occupancy of adjoining buildings.
The Contractor shall be responsible for all damages to persons
or property that occur as a result of his fault or negligence in
connection with the prosecution of the work and shall be responsible
GENERAL PROVISIONS
Page 3 of 14 Pages
for the proper care and protection of all work performed until comple-
tion and final acceptance, whether or not the same has been covered in
whole or in part by payments made by the City.
In an emergency affecting the safety of life or property, on
or adjoining the site the Contractor shall act, either at his own dis-
cretion or as instructed by the City, to prevent such threatened loss
or injury. Any compensation claimed by the Contractor on account of
such emergency work will be determined by the City as provided in
Section III, entitled AMENDMENTS OF THE CONTRACT.
The Contractor shall be responsible for damage to all property
including sidewalks, streets, curbs, utilities, and structures not
involved in this Contract, and shall at his own expense repair any
damage he may have caused.
The Contractor shall be diligent in restraining unauthorized
persons from coming on the site and in removing such persons from the
site.
The Contractor shall hold harmless and indemnify the City of
Temple City, City Council, City Manager, City Engineer, and all other
officers and employees or other authorized assistant or agent from all
costs and claims for damages or injuries and deaths however caused
arising out of the performance of work under this Contract.
The Contractor shall maintain an accurate record of all cases
of death, occupational disease, and injury requiring medical attention
or causing loss of time from work, arising out of and in the course of
employment on work under this Contract.
The Contractor and his subcontractors shall carry insurance in
the amounts required by the "Instructions to Bidders" showing the
City of Temple City, California, as additional insureds. Work shall
not be performed by the Contractor, or his subcontractors until all
required certificates of insurance have been submitted to the City.
The insurance is subject totheapproval of the City.
If any insurance policy should expire before the work is
accepted the Contractor shall renew such insurance prior to the expira-
tion date thereof; and the certificates of insurance indicating the
renewal shall be submitted to the City. The insurance companies shall
be required to notify the City thirty (30) days prior to any renewal or
proposed cancellation date.
Contractor shall shore up, brace, underpin, secure and protect
all foundations and other parts of existing structures adjacent to the
site which may in any way be affected by excavation or other operations
in connection with the work to be performed under this Contract. Con-
tractor shall be responsible for giving all required notices to any
adjoining property owner or other party before commencement of work.
GENERAL PROVISIONS
Page 4 of 14 Pages
b. Protection of Work and Materials
The Contractor shall have the charge and care of the work and
the materials to be used (including both materials for which he has
received partial payment and materials, if any, which have been fur-
nished by the City, and shall bear the risk of loss or damage to any
part thereof from fire, theft, weather, or any other cause. The Con-
tractor shall, at his own expense, provide whatever additional services
or materials that may be necessary as the result of such loss or damage
to complete the work according to the Contract. Where necessary to
protect the work or materials from damage, the Contractor shall, at
his own expense, provide suitable drainage of the site and erect such
temporary structures as are necessary to protect the work or materials
from damage. Suspension of the work for any reason shall not relieve
the Contractor of his responsibility for protection of the work and
materials.
Patents
The Contractor shall assume all costs arising from the use
of patented materials, equipment, devices, or processes used on or
incorporated in the work, and shall indemnify the City from all suits
or actions of every nature arising out of the use of any patented
materials, equipment, devices, or processes.
Conditions of Premises
During the operations, the Contractor shall expeditiously
remove all surplus excavated material, trash, and debris from the area
in which the work is being performed, keeping the area as clear as the
progress of the work permits. Before final inspection of the work, the
Contractor shall clean all rubbish, excess materials, temporary struc-
tures (except protective fences) and equipment from the street, side-
walks, lots, and work shall be left in a neat and presentable condition.
7. SPECIFICATIONSI MATERIALS AND WORKMANSHIP
ar Technical Specifications and Drawings
Any information or data which appears in the Technical
Specifications but not the Drawings, or which appears in the Drawings
but not the Technical Specifications, shall have the same affect as if
it appeared in both. In case of a conflict between the Technical
Specifications and the Drawings, or discrepancy in either, the matter
shall be brought to the attention of the City Representative for decision.
b. Materials and Workmanship
Unless otherwise specified in the Technical Specifications,
all materials and workmanship shall be new and best grade for the pur-
pose intended.
GENERAL PROVISIONS
Page 5 of 14 Pages
Prior to installation of any machinery or mechanical or other
special equipment, the Contractor shall submit the manufacturer's
detailed specifications to the City Representative for approval.
Installation without such approval shall be at the risk of subsequent
rejection by the City.
c. Samples, Certificates and Tests
The Contractor shall submit all materials and equipment
samples required by the Contract to the City Representative for approval
prior to the delivery to the site of such materials or equipment. Such
samples shall be labelled as to name and brand and name and address of
producer or type and source and all specifications which will assist
the City in approving such sample. The Contractor shall further certify
that the sample meets Contract requirements, and that all such materials
or equipment to be constructed or installed under this Contract will
comply with the approved sample.
The City shall have the authority to make such subsequent
check tests as are deemed necessary to insure that materials and equip-
ment meet Contract requirements, and may order the removal and replace-
ment of such materials and equipment as do not meet such requirements.
Upon request from the City, the Contractor shall furnish all materials
reasonably necessary for tests to be conducted.
8. REQUESTS FOR SUPPLEMENTARY INFORMATION
It shall be the responsibility of the Contractor to make
timely requests of the City for any additional information not already
in his possession which should be furnished by the City under the terms
of this Contract, and which he will require in the planning and execu-
tion of the work. Such requests may be submitted in writing from time
to time as the need is approached, but each shall be filed in ample
time to permit appropriate action to be taken by all parties involved
as as to avoid delay. The Contractor shall be fully responsible for;
any delay in his work or to others arising from his failure to comply
fully with the provisions of this Section.
9. EXTENSION OF TIME OF COMPLETION
The time of completion of this Contract shall be extended by
the number of calendar days which the Contractor or Subcontractor are
prevented from performing work as the result of;
(1) Inclement weather.
(2) Acts of the City not contemplated by this Contract.
(3) The unavailability of workers or materials because
of labor disputes.
(4) Circumstances which could not reasonably have been
foreseen at the time of signing this Contract.
(5) Delay of any subcontractor for any of the above causes.
GENERAL PROVISIONS
Page 6 of 14 Pages
All requests for extension of time shall be in writing in
advance or at the time any suspension or delay of work occurs. Requests
shall not be valid unless signed by a representative of the Contractor
and the City.
10. DEVIATIONS FROM THE CONTRACT
The City may reject all work which is not done in accordance
with the Contract, and may require the Contractor without additional
compensation to correct such work in accordance with the Contract.
11. AMENDMENTS OF THE CONTRACT
The City may require modifications, additions or deletions
from the work to be performed so long as the total balance of all
modification additions, and deletions is not more or less than twenty-
five per cent (25%)of the original Contract Price. Changes shall be
made only by formal written amendments of the Contract on the form pre-
pared by the City entitled "Change Order," showing the Contract number
and the change order number.
The change in the Contract Price which would result from a
Change Order shall be determined on the basis of the quantities of
work and materials to be added or deleted by such amendment, based
upon the applicable costs obtained from competitive sources. When
an agreement has been reached by the City and the Contractor, the Change
Order shall be signed by both parties.
If any discrepancies are discovered between actual conditions
and those represented by the Drawings and maps, Contractor shall not
proceed except at the Contractor's risk until written instructions have
been received by him from the City. If on the basis of the available
evidence, the City determines that an adjustment of the Contract Price
or Time is warranted, procedure shall then be an provided in this Section.
Except for the purpose of affording protection against any
emergency endangering life or property, the Contractor shall make no
change in the work of Demolition and Site Clearance, provide any extra
or additional work, or supply additional labor, services or materials
beyond that actually required for the execution of the Contract, unless
in pursuance of a written order from the City authorizing the change.
No claim for an adjustment of the Contract Price will be valid unless
so ordered.
12. DISPUTES
a. All disputes arising under this Contract or its interpre-
tation, whether involving law or fact or both, or extra work, and all
claims for alleged breach of contract shall within ten (10) days of
commencement of the dispute, be presented by the Contractor to the City
Manager for decision. All papers pertaining to claims shall be filed in
quadruplicate. Such notice need not detail the amount of the claim but
GENERAL PROVISIONS
Page 7 of 14 pages
shall state the facts surrounding the claim in sufficient detail to
identify the claim together with its character and scope. In the mean-
time, the Contractor shall proceed with the work as directed. Any
claim not presented within the time limit specified within this
paragraph shall be deemed to have been waived, except that if the claim
is of a continuing character and notice of the claim is not given within
ten (10) days of its commencement, the claim will be considered only
for a period commencing ten (10) days prior to the receipt by the City
of notice thereof.
b. The Contractor shall submit in detail his claim and his
proof thereof. Each decision by the City Manager will be in writing
and will be mailed to the Contractor by registered mail, return receipt
requested.
c. If the Contractor does not agree with any decision of
the City Manager, he shall in no case allow the dispute to delay the
work but shall notify the City promptly that he is proceeding with the
work under protest and he may then except the matter in question from
final release.
13. FINAL INSPECTION AND ACCEPTANCE OF WORK
When the work is substantially completed, the Contractor
shall notify the City in writing that the work will be ready for final
inspection on a definite date stated in such notice. Such notice shall
be sent to the City so it will be received at least (3) days prior to
the date stated for final inspection. The notice shall contain the
initials of the City Representative to indicate that he knows the notice
is being sent by the Contractor. If the City determined that the
status of the work is as represented, the City will make all arrangements
necessary to have final inspection commenced on the date stated in such
notice or as soon thereafter as is practicable.
In the event there is dispute as to the acceptability of the
contract performance on any or all items, the decision of the City
Manager shall be final.
If the City determines after final inspection that the work
has been completed in accordance with the terms of the Contract, the
City shall accept the work. Such acceptance shall be in writing and
shall be effective at the time stated therein.
14. ACTION IN CASE OF BREACH BY CONTRACTOR
If the Contractor fails to comply with any provisions of this
Contract, the City, among other actions, may take any one or a combina-
tion of the following actions:
GENERAL PROVISIONS
Page 8 of 14 Pages
Contract Price;
a. Notice
The City may notify the Contractor in writing of the nature
of his default and direct him to remedy it. Except in case of emergency
or where notice would serve no useful purpose, the City shall give such
notice before taking other action.
b. Suspension
The City may direct the Contractor to suspend all or part of
his operations. Such suspension shall not relieve the Contractor of
any of his obligations under the contract nor justify any extension of
the time of completion.
c. Work by the City
The City may secure the performance of any work or provide any
materials necessary to the proper performance of the Contract, and
charge the cost thereof to the Contractor.
d. Termination of Contract
The City, after notice to the Contractor and to his surety
may terminate the Contract and relieve the Contractor of control over
the work, and Contractor shall only be entitled to compensation for
that work for which a notice to proceed has been issued and work com-
pleted based on the amount bid for each work unit. The Contractor
shall be liable to the City for any additional costs it may incur as
well as for liquidated damages for delay in the completion of the work
and any other damages or amounts to which it may be entitled.
15. METHOD OF PAYMENT TO CONTRACTOR
a. Method of Payment
(1) Partial Payments
The Contractor may obtain partial payments by submitting
requisitions based upon the approved Contract Price previously submitted
to the City. The amount of each partial payment will be determined by
subtracting the total of the following from that portion of the Contract
Price corresponding to the portion of the work completed:
(a) Ten percent (1O%) of that portion of the
(b) The total amount of previous payments
Payments shall not be requested more often than once a
month nor in amounts less than five thousand dollars ($5,000.00) No
payment made shall be construed as an acceptance of any work performed.
GENERAL PROVISIONS
Page 9 of 14 Pages
All payments must be approved by the City of Temple City. The City
may reduce or withhold partial payments if, in its opinion, the Con-
tractor is not diligently and efficiently endeavoring to comply with
the intent of the Contract or fails to make payments when due for labor
and materials used in the work.
(2) Final Payment
The Contractor may obtain final payment by submitting a
"Request for Final Payment". Payment will be made thirty-five (35)
days after the date of recordation of the Notice of Completion with
the County Recorder.
(3) Labor and Material releases shall be required, by
the City, prior to final payment,
b. Labor and Material Payment Releases
The City, before making payment, may, at its option, require
the Contractor to furnish releases, or receipts from all subcontractors
having performed any work and all persons having supplied materials,
equipment (installed on the Project) and services to the Contractor, if
the City deems the same necessary in order to protect its interest.
The City, however, may if it deems such action advisable make payment
to the Contractor without requiring t•he furnishing of such releases or
receipts and any payments so made shall in nowise impair the obligations
of any surety or sureties furnished under this Contract.
c. Withholding Payment
The City may withhold from payment otherwise due the Contractor
so much as may be necessary to protect the City and if it so elects, may
also withhold any amounts due from the Contractor to any subcontractors
or material dealers, for work performed or material furnished by them.
The foregoing provisions shall be construed solely for the benefit of
the City and will not require the City to determine or adjust any claims
or disputes between the Contractor and his subcontractors or material
dealers, or to withhold any moneys for their protection unless the City
elects to do so. The failure or refusal of the City to withhold any
moneys from the Contractor shall in nowise impair the obligations of
any surety or sureties under any bond or bonds furnished under this
Contract.
16. ASSIGNMENT AND DELEGATION
The Contractor shall not assign any right under this Contract
except upon prior written authorization of the City. The Contractor
shall not make any delegation of authority or responsibility which would
in any way purport to relieve him of any obligation imposed by this
Contract.
GENERAL PROVISIONS
Page 10 of 14 Pages
17. NONLIABILITY OF PUBLIC OFFICIALS
There shall be no personal liability upon the public officials
of the City, their boards, commissions, agents, or employees, for any
act performed in the discharge of any duty imposed, or the exercise
of any power or authority conferred on them by or within the scope of
the Contract, it being understood that in all such matters they act .'
solely as agents and representatives of the City.
18. SANITARY FACILITIES
The Contractor shall, at his expense, furnish, install and
maintain ample sanitary facilities for the workmen. As the needs arise,
a sufficient number of enclosed temporary toilets shall be conveniently
placed as required by the sanitary codes of the State and Local Government
Drinking water shall be provided from an approved source, so piped or
transported as to keep it safe and fresh and served from single service
containers or satisfactory types of sanitary drinking stands or fountains.
All such facilities and services shall be furnished in strict accordance
with existing and governing health regulations.
19. REMOVAL OF DEBRIS, CLEANING, ETC.
All rubbish and debris found on the Demolition Area at, the
start of the work as well as that resulting from the demolition activities
or deposited on the site by others during the duration of the Contract
shall be removed and legally disposed of by the Contractor who shall keep
the Project Area and public rights -of -way reasonably clear at all times.
Upon completion of the.work, the Contractor shall remove all temporary
construction, equipment, salvaged materials, trash and debris of all
kinds leaving the entire Project Area in a neat condition.
20. WARRANTY OF TITLE
The Contractor shall guarantee good title to all materials,
supplies, and equipment installed or incorporated in the work. Upon
completion of all work, the Contractor shall deliver such work, together
with all improvements and appurtenances constructed or placed pursuant
to this Contract, to the City free from any claims, liens, or charges.
21. GUARANTY OF WORK
No provision of this Contract (including the Final Payment)
shall relieve the Contractor of responsibility from faulty materials or
workmanship. Upon notice from the City, the Contractor shall repair or
remedy any defects in materials and workmanship, and pay for any damage
from such defects which may appear after the date of final acceptance
of the work performed under this Contract.
GENERAL PROVISIONS
Page 11 of 14 Pages
22. DEDUCTION FOR UNCORRECTED WORK
If the City deems it not expedient to require the Contractor
to correct work not done in accordance with the Contract Documents an
equitable deduction from the Contract Price will be made by agreement
between the Contractor and the City, and subject to settlement, in
case of dispute, as herein provided.
23. INSURANCE
a. The Contractor shall carry or require that there be
carried Worker's Compensation Insurance for all his employees and those
of his subcontractors engaged in work at the site, in accordance with
State or Territorial Worker's Compensation Laws.
b. The Contractor shall carry Public Liability Insurance with
limits set forth in Instruction to Bidders to protect the Contractor and
his subcontractors against claims for injury to or death of one, or more
than one person because of accidents which may occur or result from
operations under the Contract; such insurance shall cover the use of all
equipment, including but not limited to excavating machinery, trenching
machines, cranes, hoists, rollers, and motor vehicles, used in carrying
out the work embraced in this Contract.
c. The Contractor shall carry, during the life of the Con-
tract, Property Damage Insurance with limits as set forth in the Instruc-
tions to Bidders to protect him and his subcontractors from claims for
property damage which might arise from operations under the Contract.
d. Before commencing work, the Contractor shall submit
evidence of the coverage required above to the City for review and
approval. The City and its officers, employees and agents shall be
named as additional insureds. The City will, in writing, identify the
policies and indicate its approval or disapproval. New policies from
other companies shall be provided in place of those disapproved. Such
insurance shall be carried with financially responsible insurance
companies, licensed in the State and approved by the City, and shall be
kept in force until the Contractor's work is accepted by the City. Con-
tracts of insurance (covering all operations under this Contract) which
expire before the Contractor's work is accepted by the City, shall be
renewed and evidence submitted to the City for its approval.
24. RISK OF LOSS
The City assumes no responsibility for the condition of
existing buildings and structures and other property on the Project
Area nor for their continuance in the condition existing at the time of
issuance of the Invitation for Bids or thereafter. No adjustment of
Contract Price or allowance for any change in conditions which may occur
after the Invitation for Bids has been issued, will be made.
GENERAL PROVISIONS
Page 12 of 14 Pages
25. DEMOLITION
a. No right, title, property or interest of any kind whatsoever
in or to the land or premises upon which such buildings or structures
stand, is created, assigned, conveyed, granted or transferred to the
Contractor, or any other person or persons.
b. Only certain property (1) with the exception of steel
stairs, steel gratings, electrical fixtures, may be salvaged by the
Contractor and in the event of any doubt respecting the ownership of any
particular property, the Contractor shall request from the City a
written statement respecting its ownership. (2) The steel stairs, steel
gratings, and electrical eixtures are to be dismantled and removed
carefully to avoid damage by the Contractor and delivered to the City
at the site at which time the City will transport them from the site.
c. All salvage becomes the property of the Contractor but
storage of such materials and equipment on the Project Area will not be
permitted except for the duration of the Contract and such storage
shall at no time interfere with activities of the City or of other
contractors.
buildings
d. Personal property of third persons or of occupants of
on the site shall not become the property of the Contractor.
e. In the event that the City terminates the Contractor's
rights to proceed in accordance with Section 14d, Termination of
Contract:
All right and all title in and to buildings, structures,
material and property transferred by this Section and remaining on the
Project Area, shall revert to and vest in the City without prejudice
to any claim which the City may have against the Contractor arising
from the Contractor's default.
f. Materials left on the Demolition Area after acceptance of
the work by the City shall be deemed to have been abondoned by the
Contractor to the City and title thereto shall thereupon revert to and
vest in the City, without prejudice, however, to any claim which the
City may have against the Contractor arising from the action of the
Contractor in so leaving such materials on the site.
26. LIVE UTILITIES AND OTHER PROPERTY
a. The Contractor shall assume all responsibility for damage
attributable to him to any property upon, or passing through, the
Project Area, such as utility lines, surface improvements, or like items.
b. If temporary disconnections of utility services are required
to be made, the Contractor shall comply with all local requirements and
regulations.
GENERAL PROVISIONS
Page 13 of 14 Pages
27. TEMPORARY FACILITIES
a. Light and Power
The Contractor may use power on the premises making
connection thereto at Contractor's expense and in accordance with local
codes and as directed by the City Manager.
b. Water
The Contractor may use water on the premises making
connection thereto at Contractor's expense and in accordance with local
codes and or directed by the City Manager.
c. Toilet
The Contractor shall provide and maintain a temporary
sanitary toilet.
d. Telephone
Telephone service if and as needed, shall be provided and
paid for by the Contractor.
e. Signs
No temporary signs shall be allowed on site with the
exception of safety signs, etc., as approved by the City Manager.
GENERAL PROVISIONS
Page 14 of 14 Pages
CITY OF TEMPLE CITY
NON-FEDERAL LABOR STANDARDS PROVISIONS
The following Non -Federal Labor Standards Provisions, including
the following provisions concerning maximum hours of work, minimum
rates of pay and overtime compensation, with respect to the categories
and classifications of employees hereinafter mentioned, are included
in this Contract pursuant to the requirements of applicable State or
local laws. The limitations, if any, in these Non -Federal Labor
Standards Provisions, upon the hours per day, per week or per month
which employees engaged on the work covered by this Contract may be
required or permitted to work thereon shall not be exceeded.
Sec. 1 SANITARY AND WATER FACILITIES
The Contractor shall provide, at his own expense,
adequate drinking water and toilet facilities for workmen.
Sec. 2 DISCRIMINATION PROHIBITED
The Contractor shall not discriminate in hiring or during
the employment of persons for this work on the basis of race, color,
religion, sex, national origin or ancestry of such persons.
Sec. 3 APPRENTICES
Apprentices may be used in the performance of this Contract
only in accordance with the provisions of the California Labor Code
applicable to apprentices.
Sec. 4 WORKER'S COMPENSATION
As required by law, Contractor shall carry, and shall
require subcontractors to carry, Worker's Compensation Insurance (in
accordance with Section 2770 of the California Labor Code).
Contractor certifies as follows:
"I am aware of the provisions of Section 2770 of the
Labor Code which require every employer to be insured
against liability for Worker's Compensation or to
undertake self-insurance in accordance with the pro-
visions of that Code and I will comply with such pro-
visions before commencing the performance of the work
of this Contract."
NON-FEDERAL LABOR STANDARDS PROVISIONS
Page 1 of 2 Pages
Sec. 5 EMPLOYMENT RECORDS
The Contractor shall keep, and shall require all sub-
contractors to keep, accurate records showing for each worker employed
on the work, his name, occupation, citizenship, hours worked, rate of
pay, actual wages paid, including any payments to or on behalf of the
worker for health and welfare, vacation, pension, and similar purposes.
Such records shall be open at all reasonable hours for inspection by
the City.
Sec. 6 PREVAILING WAGE RATES
The Contractor shall forfeit $25 as penalty to the City
for each calendar day, or portion thereof, for each worker paid less
than the stipulated prevailing wage rates for such work or craft in
which such worker is employed for any work done under this contract by
him or by any subcontractor under him in violation of Section 1770
through 1780 of the California Labor Code and Sections 33432 through
33425 of the California Health and Safety Code for each craft classifi-
cation and tune of worker needed to execute this Contract. The current
prevailing wage rates for such work and crafts to be employed on this
Project is on file in the office of the City Clerk,
NON-FEDERAL LABOR STANDARDS PROVISIONS
Page 2 of 2 Pages
CITY OF TEMPLE CITY
EMERGENCY OPERATIONS CENTER IMPROVEMENTS
SPECIAL PROVISIONS AND TECHNICAL SPECIFICATIONS
PART I -- GENERAL
1. Nature and Scope of Work:
The City of Temple City has a long-term lease with the County of Los
Angeles, owner of the property, with the express understanding and
approval of the County, for use as an Emergency Operations Center.
The work to be done under these Specifications and Plans is for the
modification and construction of improvements to the County Library
Building necessary to accomplish the intended purpose.
The work to be done under these Specifications and Plans includes the
furnishing of all labor materials, tools and equipment, etc. required
for the construction of improvements on the Temple City Library
Building for the Temple City Emergency Operations Center consisting
of 1) removal of existing steel stairs and grating, necessary demoli-
tion, excavation and hauling, 2) construction of new stairs and
stairway and mechanical room enclosure, 3) construction of partition
walls in basement, 4) installation of air conditioning equipment,
duct work and controls, 5) installation of new electrical service
from the City Hall to the new mechanical room, including underground
duct work connection to City Hall electrical panel, installation of
new electrical service panels and transformer in new mechanical room,
installing lighting fixtures in stairway area and rewiring existing
basement lighting fixtures, and installing new electrical plugs,
switches, fixtures, etc. in basement area, and all necessary related
work as called for and shown on the construction plan.
2. Plans:
The location of the work, its general nature and extent and the forms
and details of the various features are shown on the drawings described
below which are referred to in these Specifications by the word "Plans"
or "Drawings" and are hereby made a part of these Specifications.
3. Specifications:
The book entitled "Standard Specifications for Public Works Construction",
1979 edition, and all amendments, is hereby made a part ofthese
Specifications, and is referred to herein as the "Standard Specifications".
Any conflict or contradiction among the requirements in the various
Specifications shall be brought to the attention of the City
Manager whose decision thereon shall be final.
SPECIAL PROVISIONS
Page 1 of 5 Pages
4. Responsibility and Coordination:
Contractor shall secure and maintain all required permits and licenses
and pay all fees necessary to legally complete the work of this section.
Contractor shall notify utility companies for all utilities to be cut
off, modified or relocated, and shall maintain and protect all active
utilities.
5. Protection and Safety:
Contractor shall provide signs and 8' temporary fencing around the
project area as directed by the City Manager to exclude persons, except
those connected with the work, from entering the working area. Con-
tractor is responsible for preventing unauthorized persons from entering
working area.
It shall be the Contractor's responsibility at all times during con-
struction to adequately protect the public's safety.
The Contractor shall take every precaution to protect the property
adjacent to the project.
All facilities such as utility, drainage or irrigation structures,
fences, walls and other structures encountered, shall be protected
in place and any damage to such facilities shall be repaired or
replaced immediately to the satisfaction of the City. It is the Con-
tractor's responsibility to locate and protect all utilities or sub-
structures whether shown on the Plans or not.
. Guarantees:
Besides guarantees required elsewhere, the Contractor shall and hereby
does guarantee all work for a period of one (1) year after the date of
acceptance of the work by the City and shall repair and replace any and
all such work, together with any other work which may be displaced in
so doing, that may prove defective in workmanship and/or materials
within the one (1) year period from date of acceptance, without
expense whatsoever to the City, ordinary wear and tear excepted. In
the event of failure to comply with the above mentioned conditions
within a week after being notified in writing, the City is hereby
authorized to proceed to have the defects repaired and made good at
the expense of the Contractor, who hereby agrees to pay the cost and
charges therefore immediately on demand.
7. Pollution Control:
The Contractor shall properly clean the work as it progresses and
prevent his operations from producing dust and noise in amounts damaging
property or annoying persons living in the vicinity.
SPECIAL PROVISIONS
Page 2 of 5 Pages
8. Utilities:
The City will attempt to identify and locate any private or public
utilities in the construction area. However, it is possible that
during the work unknown substructures requiring relocation or pro-
tection may be encountered. The Contractor shall provide time and
working space for protection or relocation activities. The Contractor
shall carry out work carefully in the vicinity and shall locate all
utilities shown on the plans. The Contractor shall be responsible for
any damage to existing utilities regardless of exact location.
Inactive or abandoned utilities shall be disconnected, removed, and
plugged or capped subject to the local governing ordinances.
Should the Contractor encounter any existing underground utilities not
shown on the drawings, he shall at once notify the City Representative,
who will determine further procedure.
9. Work by City or Others:
The City may perform with its own forces or award to other Contractors
any extra work on any portion of the project not included in this
Contract.
Should construction be under way by other forces or by other Contrac-
tors within or adjacent to the limits of the work specified orshould
work of any other nature be underway by other forces within or adjacent
to said limits, the Contractor shall cooperate with all such other
Contractors or other forces to the end that any delay or hindrance to
their work will be avoided. The right is reserved to perform other or
additional work at or near the site at any time, by the use of other
forces.
When two or more Contractors are employed on related or adjacent work,
each shall conduct his operations in such a manner as not to cause any
unnecessary delay or hindrance to the other. Each Contractor shall be
responsible to the other by his operations, and for loss caused the
other due to his unnecessary delays or failure to finish the work
within the time specified for completion,
10. Site Investigation:
The Contractor shall investigate the construction site in order to
ascertain all conditions affecting necessary procedure and operations
in the prosecution of the required work.
11. Laying Out the Buildings:
The laying out of the work for himself and other trades, and the
responsibility for the lay -out, shall rest with the General Contractor.
SPECIAL PROVISIONS
Page 3 of 5 Pages
12. "Or Equal":
Where the term "or equal" is employed in these specifications, the
Contractor shall base his figure on the goods specifically mentioned
unless he shall, previous to the submission of his bid, obtain the
Owner's written approval upon similar goods of equal quality, which
he may then use as a basis for bids.
13. Drawing Dimensions:
The drawing on which the work is shown, the dimensions of which are
shown are to be accurately copied according to the scale to which the
drawings are made; but figured. DIMENSIONS in all cases are to be
followed, though they may differ from the scale measurement.
ALL MEASUREMENTS SHALL BE VERIFIED AT THE BUILDING.
14. Notice by Contractor:
Should anything be omitted from the drawings or specifications which is
necessary to a clear understanding of the work, or should any error
appear either in any of the various instruments or in the work done by
other Contractors affecting the work included in the specifications, it
shall be the duty of the Contractor to notify the Owner. In the event
of the Contractor's failing to do so, he shall make good any damage or
defect in his work caused thereby.
15. Prevention of Nuisance and Damage to Abutting Property:
The Contractor shall take such precautions as are necessary and reason-
able to protect adjacent properties from excessive dust, nuisance and
undue noise. Dust sprinkling shall be provided by the Contractor as
required by the City representative. The site shall be maintained to
provide adequate and unobstructed drainage. The Contractor shall not
commence with his demolition operation until adequate barricades and
fences have been erected as per the provision of the City Building and
Safety Code.
The Contractor shall take such precaution as necessary to prevent
damage to existing pavement, sidewalk, driveway and trees within the
project area. Repairs of damage to sidewalks, pavement or curbs and
replacing trees shall be the responsibility of the Contractor and shall
be made to City of Temple City specifications without additional com-
pensation.
16. Site Clean-up:
The Contractor shall thoroughly rake, sweep, clean, and remove all
debris from the job site including all concrete, masonry, lumber,
scraps, stones, plaster, metals, and any other materials before
project shall be deemed completed and accepted.
SPECIAL PROVISIONS
Page 4 of 5 Pages
17. Permits:
Before proceeding to do any work on any parcel, the Contractor shall
first secure any and all permits required by the City of Temple City.
18. Safe Pedestrian Access to Public Facilities:
Safe pedestrian access shall be maintained around the project area
at the end of each working day.
SPECIAL PROVISIONS
Page 5 of 5 Pages
DIVISION 2 - EXCAVATING AND GRADING
1. Standard Specifications together with the accompanying drawings
are intended to provide for all labor and materials necessary to
complete all excavating and grading as shown on drawing° and all
other work ae hereinafter mentioned. Read foregoing General Gond-
itione, which form a part of this Contract.
2. Scope: '.Phis work include° all excavations for footings, flooro,
etc., and the leveling up of all concrete floor space, and all back -
filling and finish grading.
3, Tronches: All trenches shall be excavated to the neat size as
far Ae possible. Level all trenches to a line on the bottom. Do
not pour concrete in any trenches until they have been inspected
and approved.
4. Fillings: The excavated material is to be used for filling in
wherever necessary and all, refilling is to be carefully done, firm-
ly tamped and puddled with water. Do not fill in around the walls
until the concrete has thoroughly set and moisture sealed.
DIVISION 3 - CONCRETE WORK
1. Standard Specifications together with the accompanying drawings are
intended to provide for all labor and materials necessary to complete
all concrete work as shown on drawings and other work as mentioned
hereinafter. Read foregoing General Conditions which are a part of
this Contract.
2. General: Protect all cement from damage by weather or water at
all times from the warehouse to the time of mixing. All concrete
work io to be properly placed, brought to the correct level, plumb
and square and upon removal of the forms shall present a true, un-
broken surface, free from honeycomb or voids.
3. Materials Cement is to be any American made Portland Cement,
puraiiased with a guarantee that it will pass the Standard Speci-
fications for Testing Materials. It shall be delivered. in the orig-
inal packages, plainly marked with the manufacturer's name and chow
no signs of deterioration.
Rock -- Gravel rock or crushed rock shall be clean, hard and
durable and shall pass thru a li" mesh and over a j-" mesh and be well
grade for size.
Sand - ALt. sand °hall be clean ouartzite granite, or other
equally hard material graded from fine to coarse with coarse material
predominating, free from loam, quicksand, foreign or vegetable matter
and containing not more than 5% clay or silt.
Reinforcement° - Bars where ehown shall be deformed bars of
sizes and placement shown and shall be free from loose scale and
rust; the shall conform to A.S.T.M. Specifications for Billet Steel
Bars (A15 . Wire mesh where shown shall be 6" x 6" -- i1O ga. electri-
cally wel ea wire mesh,. or as shown om Plans.
TECHNICAL SPECIFICATIONS
Page 1 of 23 Pages
4. Proportions: Plain concrete for footings, foundation walla,
piers, etc. shall be composed of a mixture of one part cement to
three parts sand and four parts 1. rock (1:3:4) showing smooth
even surfaces when the forme are removed. Water content to be not
more than seven and one half (7i) gallons of water per Back of cement.
5. Workmanship and Mixing: All concrete shall be mixed in a mechan-
ical batch mixer or may be transit mixed. Mixing shall continue for
at least 1 to 1 minutes after all materials are placed in the drum.
Drums shall be discharged completely before the mixer is re -charged.
Concrete which has reached ite initial set shall not be used, and no
concrete shall be re -tempered.
Transit mixed concrete shall be mixed and delivered in accordance
with the requirements set forth in the A.S.T.M. Standard Specifications
for Ready Mixed Concrete (09?.
6. Forma: All walls and footings shall be formed with substantial
lumber and braces; tight.fittings; free from debris of all kinda and
shall be thoroughly drenched with water before the concrete is poured.
Forms shall not be removed from walls and footings in less than two
(2) days.
7. Pourl.p : All forms shall be thoroughly cleaned and set before
running concrete. All concrete is to be tamped so as to produce an
even, hard surface when the forms are removed. All concrete is to
be drenched with water twice daily for two days after being placed.
8. Concrete Floors: Fill to the proper level with sand. All to be
well puddled and tamped. Top finish shall be trowelled to a smooth
hard finish. All exposed faces of concrete shall be carefully steel
trowelled to produce a neat, smooth surface. A11 floors and Blabs
shall be steel trowelled to produce a dense, slick surface, unless
noted.
9. Bolts: Anchor bolts shall be set in concrete as shown on Plans.
Various other metal connections shall be set in place before the
pouring of the -concrete.
10. Vapor Barrier: Where noted on Plana, install Visqueen, Sisal-
kraft, or equal, 6 mil polyethylene film overfill through -out.
TECHNICAL SPECIFICATIONS
Page 2 of 23 Pages
DIVISION 5 ., STEEL STAIRS
Standard Specifications together with the accompanying drawings are
intended to provide for all labor and materials necessary to complete
all steel work. Read foregoing "General Conditions."
Scope of Work: This shall include the furnishing and installing of
steel stairs indicated or implied on the drawings. This includes steel
beams, columns, angles, saddles, misc. .trap connections, latter etc.
This shall include all fabrication and erection.
Material: All steel shall be new steel complying with the current
applicable specifications of the American Society for the Testing of
Materials A36 and A.W.S. Specifications. All +steel shan be given
one coat of approved metal protection primer prior to delivery.
DIVISION 6 - CARPENTRY
1. Standard Specifications together with the accompanying drawings are
intended to provide for all labor and materials necessary to complete
all carpentry work as shown on drawings and all other work as herein-
after mentioned. Read foregoing "General Conditions" which are a part
of this Contract.
2. General: Carpentry shall include all labor, materials and appliances
required for furnishing and setting all rough carpentry and framework;
all finish carpentry work as shown on drawings; all mill work, door frames
and other wood work of any description shown, indicated or implied by
the drawings.
3. Hardware: All rough hardware, including nails, spikes, bolts,
hinge, Stanley #40 Ald magnetic cabinet catches, door hangers, etc.
are a part of this Contract. Finish hardware is to be heavy duty
Schlage furnished by the City and set by this Contractor. All hard-
ware is to be set in the most careful manner and left in perfect
working order. Any hardwaTe improperly set, defaced or injured,
before being turned over to the Owner, must be made good by this
Contractor.
4. Lumber and fralnin : All rough and framing lumber, unless otherwise
specified, s al comp y with the West Coast Lumber Inspection Bureau
ratings and A.S.T.M. Specs. D-2555-69 and D--245-69 as noted on the
Plana, reasonably free from knots and of tie size hereinafter spec-
ified or shown on the drawinga. All exterior studs shall be 2" x 4"
6116" o.c. and all interior studs shall be 2" x 4" 0016"•o.c. except
as otherwise noted on drawings. All mudaille as shown on drawings
are to be of Pressure Treated Douglas fir and securely anchored to the
foundation.
All joists are to be thoroughly secured to bearinga. They shall be
selected for crowning and shall have crown side up. All joists carry-
ing a load roust be blocked solid at each bearing, over each partition
and at midapan or not to exceed 8' - 0".
TECHNICAL SPECIFICATIONS
Page 3 of 23 Pages
Studs are to have a single plate at bottom, double plate at top, and
one row of solid blocking half way between floor and ceiling a mead--
lmurn 8' - 0" o.c. vertically. Do any other necessary blocking for
vents, etc. All corners to be solid, well specked together, and
have diagonal braping. Deuble studs around all openings.
All walls not plywood sheathed over 25' in length shall have 1" x
diagonal braces let -in.
Joints in plates are to be broken over studs and no two together.
The frame of the building is to be thoroughly spiked to insure a
rigid frame.
611
5. Interior Trim: All interior trim shall be kiln -dried B or better,
VG S4S D.F.
Doors shall be cased with dry wall milcor stock casing, except where
noted.
6. Doors: Exterior doors, as noted, to be 1-3/4" steel.
Interior doors to be 1-3/4" or 1-3/8" solid core flush or hollow core
flush Hardboard, as noted. See plans for various door types (Dutch).
DIVISION 7A - ROOFING
Roof shall be a Class A built-up roof consisting of one 23 lb, base
sheet, two (2) sheets of 15 lb, asbestos and 400 lbs. per square
of roofing gravel embedded in a 60 lb. flood coat of hot asphalt.
DIVISION 7B -- INSULATION
Provide and install R-19 first grade Batt Insulation over ceiling
of new work and R-11 Batts in all exterior walls and interior
walls indicated. Insulation shall be Premier Rockwool Batts, Johns -
Manville Fiberglass Batts, or equal.
DIVISION 7C - SHEETMETAL WORK
Standard Specifications together with the accompanying drawings are
intended to provide for all labor and materials necessary to com-
plete all sheetmetal work as shown on drawings and all other work
as hereinafter mentioned. Read foregoing "Genera]. Conditions"
which form a part of this Contract.
Scope of Work: This shall, include the furnishing and installing of
alb sheetmetal work indicated or implied on the drawings and necea-
wary to make the building watertight. This includes all flashings
and counterflashings, vents, scuppers, downspouts, roof hatch cover,
air cond. platform, etc.
Materials: All sheetmetal work shall be.26 ga. galvanized iron, un-
less noted. All soldering and jointing of materials shall be care-
fully and neatly done. All sheetmetal work shall be carefully
installed.
TECHNICAL SPECIFICATIONS
Page 4 of 23 Pages
DIVISION 9A - DRYWALL WORK
I. Workmanship: All work shall be done in a workmanlike manner and by
skilled workmen. Read foregoing "General Conditions" which form a part
of this Contract.
2. Sco e: Interior walls and ceilings, unless noted, shall be finished
with gypsum wallboard sheetrock as manufactured by the United States
Gypsum Co., or equal, applied in accordance with the manufacturer's
specifications, and to comply with existing Code. Use 5/8" type X
wallboard where noted.
All joints shall be reinforced and concealed with Perf-a-tape joint
system applied in accordance with manufacturer's specifications & U13C.•
DIVISION 9B - LATHING & PLASTERING
1. These specifications together with the accompanying drawings are
intended to provide all labor and materials necessary to complete all
lathing and plastering as shown on drawings and all other work as here-
inafter mentioned. Read foregoing "General Conditions" which are a
part of this Contract.
2. General: The Plastering Contractor shall familiarize himself with
the specifications for Carpentry and other work upon the building before
proceeding to furnish bid for plastering. He shall examine all condi-
tions affecting his work. The plastering contractor shall furnish all
necessary tools, scaffolds, cartage, and other applicances needed to
fulfill the requirements of these specifications. All scaffolding shall
be erected and maintained in accordance with all applicable ordinances.
All materials shall be protected while stored on the site. The
plastering contractor shall inspect the grounds, backing and other
details before beginning his work and shall report to the general
contractor any unsatisfactory conditions which may affect the lathing
and plastering. After such inspection, the plastering contractor shall
be held responsible for any.defect which may later appear in his work.
This contractor shall properly connect all his work to all piping
and other details in contact with plaster surfaces and shall
promptly do all plastering that may be necessary from time to time
after other workmen have finished their work. He shall see that all
wood surfaces are left clean and unmarred by plaster. All finished
plaster shall be smooth and even and straight upon completion. No
bulges, irregularities, cracks, or trowel marks will be allowed.
The plastering contractor shall see that all plaster is left in a
perfect condition.
3. Exterior Lathing: Aqua -Mesh (B) waterproofed building paper with
reinforcement shall be used on all exterior plaster work.
TECHNICAL SPECIFICATIONS
Page 5 of 23 Pages
4, Exterior Plastering: All exterior lath is to be covered with
plaster; three coats with thickness of 7/8". The first coat is to
be composed of 10% hydrated lime, 1 part Portland Cement, and 31/2
parts properly graded plastering sand. This coat shall thoroughly
cover the reinforcing mesh and be heavily cross scratched. Not less
than seven (7) days after application of first coat; a second coat
shall be applied same as the first, at 1" thick. Both coats are to
be sprayed with water at intervals to insure proper setting. Not
less than two (2) weeks after application of second coat, a third
coat of La Habra Stucco 1/8" thick shall be applied in accordance
with the manufacturer's specifications. Color to be selected by
Owner.
DIVISION 9C - PAINTING
1. These specifications together with the accompanying drawings are
intended to provide for all labor and materials necessary to complete
all painting as shown on drawings and all other work as hereinafter
mentioned. Read foregoing "General Conditions" which form a part of
this Contract.
2. Scope of Work: The work to be done by the Painting Contractor
including the furnishing of all material, labor, tools and equip-
ment which shall be required to complete the painting and finishing
of the Building as specified.
3. Workmanship: The work shall be done in a workmanlike manner and
by sKilled mechanics. All materials shall be evenly spread and smooth-
ly flowed on and shall be free from runs or sags and no paint or
enamel shall be applied until the proceeding coat is thoroughly dry
and hard.
No exterior painting shall be done in rainy or damp weather or
the surface is thoroughly dry.
No interior painting or finishing shall be permitted until the
has been thoroughly dried out.
In general, exterior oil paints shall be allowed to dry at leant 48
hours between coats and interior paints shall be allowed to dry at
least 24 hours between coats.
All interior coats shall be sanded lightly with No. 0 sandpaper and
dusted before succeeding coat is applied.
4. Preparation of Surfaces: The Painting Contractor shall be wholay
responsible for the finish of his work and therefore shall not commence
any part of it until the surface is in proper condition in every
respect. If the Painting Contractor considers any surface unsuitable
for the proper finish of his work that it can not be rectified by
sanding, he shall notify the Owner of this fact in writing before any
materials are applied and he shall not apply any material until the
unsuitable surfaces have been made satisfactory or the Owner has
instructed him to proceed with the work.
until
bui ldin6
TECHNICAL SPECIFICATIONS
Page 6 of 23 Pages
5. Materials: All materials shall be Pittsburgh, Arneritone, Duller,
or equal, firat quality and shall be delivered to the job in their
original sealed containers.
All mixing shall be done on the premises and the materials shall be
thoroughly agitated and starred. No materials shall be changed or
reduced in any way except as and when specified and the thinners
must be pure.
6. Removal: When the work is completed, the Painting Contractor
shall remove all surplus materials, scaffold, etc. and shall clean
off misplaced paint, varnish, etc. so as to leave the premises in
perfect condition, acceptable to the Owner.
7. Exterior Work:
a. Exterior Stucco
No painting required.
b. Exterior Galvanized Metal
Wash with metal etch.
One (1) coat metal primer
One (1) coat finish, semigloss oil -based enamel
c. Exterior Wood
One (1) coat primer
One (1) coat finish, semigloss oil -based enamel
d. Exterior Steel Doors & Frames
One (1) coat metal primer (spot as needed)
One (1) coat metal undercoater
One (1) coat finish, semigloss oil -based enamel
8. Interior Work:
a. Interior Drywall
One (1) coat PVA sealer
One (1) coat Latex semigloss enamel
b. Interior Wood Doors
One (1) coat primer
One (1) coat finish semigloss oil -based enamel
c. Interior Concrete Walls & Ceiling
One (1) coat PVA sealer
One (1) coat Latex flat enamel
TECHNICAL SPECIFICATIONS
Page 7 of 23 Pages
d. Interior Ferrous Metal (Steel Stairs)
One (1) coat metal primer (spot as needed)
One (1) coat metal undercoater
One (1) coat finish industrial enamel
e. Interior Galvanized Metal (If used for Ducts)
Wash with metal etch
One (1) coat metal primer
One (1) coat finish Latex flat enamel
f Interior Metal (Pipes & Ducts, etc.)
One (1) coat metal primer
One (1) coat finish Latex flat enamel
All enamel coats shall be carefully sanded with fine sandpaper and
dusted before succeeding coats are applied.
City to select colors prior to application by Contractor.
TECHNICAL SPECIFICATIONS
Page 8 of 23 Pages
DIVISION 15A - HEATING, VENTILATING AND MR CONDITIONING (HVAC)
Scope
The work covered by this Special Provision consists of
furnishing all labor, materials, equipment, and performing all
operations for complete and operable heating, ventilating and air
conditioning systems.
following:
Work Description
The work shall include but shall not be limited to the
a. Heat pump to provide both heating and cooling.
b. Outside air louvers, controls, ductwork and air distri-
bution devices.
c. Insulatj.on for all ductwork.
d. Exhaust fans, including ductwork, where shown on the
drawings.
e. Testing and balancing.
f. Cutting and patching.
Related Work Not Iurnishecj and Inwtallkd Under this
Special Provi ion
All line and low voltage conduit, all line voltage
wiring, disconnect switches, magnetic and manual motor starters,
relays, switches and other accessory electrical equipment shall
be furnished and installed complete unless specifically noted
otherwise.
Rules, Regulations and Permits
All HVAC equipment and materials shall be installed in
accordance with the requirements of all legally consituted author-
ities having jurisdiction. Nothing in these plans and specifications
shall be construed to permit work not in conformance with the codes.
The contractor shall apply and pay for all permits, fees,
inspections, examinations and tests required by any of the legally
constituted authorities.
TECHNICAL SPECIFICATIONS
Page 9 of 23 Pages
The Contractor shall also obtain '+Certificates of
Completion1' showing acceptance with compliance with the regulations
of the agencies involved. Work shall not be deemed complete until
such certificates have been delivered to the City Engineer.
..ocati,on, end Routing
Before commencing work, the Contractor shall carefully
review the drawings, and shall make a careful examination of the
premises and any existing work. He shall definitely determine, in
advance, the methods of installing and connecting all equipment,
the means to be provided for getting the equipment in place, and
shaJ1 make himself thoroughly familiar with the requirements of all
crafts.
Verification of Dimensions
Before proceeding with any work, the Contractor shall
carefully check and verify all dimensions, sizes, etc., and shall
assume full responsibility to the filling in to all equipment and
materials of all trades and to the structure.
Coordination of Wor14
Anchor bolts, sleeves, inserts and supports that may be
required for the mechanical work shall be furnished,by the Con-
tractor. Location of anchor bolts, sleeves, inserts and supports
shall be directed by the trade requiring the installation, which
trade shall also insure that they are properly installed. Any
expense resulting from the improper location or installation of
anchor bolts, sleeves, inserts and supports shall be paid for by
the Contractor.
Slots, chases, openings and recesses through floors,
walls, ceilings and roofs as specified will be provided by the
Contractor, but the trade requiring them shall see that they are
properly located and shall, with the approval of the City Engineer, do
any cutting and patching caused by the neglect to do so.
Locations of pipes, ducts, electrical raceways, switches,
panels, equipment, fixture, etc., shall be adjusted to accommodate
the work to interferences anticipated and encountered. The Con-
tractor shall determine the exact route and location of each pipe
duct and electrical raceway prior to fabrication.
a. Right-of-way: Lines which pitch shah have the right -
of --way over those which do not pitch. Lines whose
elevations cannot be changed shall have the right-of-
way over lines whose elevations can be changed.
TECHNICAL SPECIFICATIONS
Page 10 of 23 Pages
b. Offsets, transitions and changes in direction in pipes
and ducts shall be made as required to maintain proper
head room and pitch of sloping lines whether or not
indicated on the drawings. The Contractor shall furnish
and install all fittings, air vents, dirt legs, etc.,
as required to effect these offsets, transitions and
changes in direction.
Copies of a complete list of all materials and equipment proposed for
installation under this work shall be submitted to the City Engineer
giving in the case of each item to be used, the name of the
manufacturer, trade name, and the catalog number of the articles.
The list shall be complete for the project, shall be submitted at
one time, and shall contain only one manufacturer, one trade name,
and one catalog number of the articles.
Data submitted for each item shall be properly identified by
reference to the item number of paragraphs in the specifications
and drawing equipment schedule designation. Any deviation from an
item as specified shall be clearly indicated on the submittal and
noted as such.
SPOT' DJ AWINO
The mechanical drawings show the general arrangement of all piping,
equipment, and appurtenances and shall be followed as closely as
actual building construction and the work of other trades will
permit. The mechanical work shall conform to the requirements
shown on all of the drawings. General and structural drawings
shall take procedence over mechanical drawings. Because of the
small scale of the mechanical drawings, it is not possible to
indicate all offsets, fittings and accessories which may be required.
The Contractor shall investigate the structural and finish conditions
affecting the work and shall arrange his work accordingly,
providing such fittings, valves and accessories as may be required
to meet such conditions.
The locations of equipment, ductwork and piping, as indicated on the
drawings, are in the desired locations. However, locations may be
changed to meet the architectural and structural conditions as
required, an/or indicated on the approved shop drawings, and as
directed.
After receiving approval of the items on the materials and equipment
lists, and before installation of any of these items, the Contractor
shall submit complete shop drawings and such other descriptive data
as the City Eng. may require to demonstrate compliance with the
contract documents. If departures from the contract drawings are
deemed necessary by the Contractor details of such departures,
including changes in related portions of the project and the reasons,
shall be submitted with the shop drawings.
TECHNICAL SPECIFICATIONS
Page 11 of 23 Pages
0 'ERATING AND MATJPFNANCE INSTRUCTIONS
. inininnwn of three complete sets of operating and maintenance instructions for each
piece of equipment, bound in booklet form, shall be given to the Engineer, Approved
wiring and control diagrams of the entire system, framed under glass, shall be post-
ed at locations designated by the Engineer. Operating instructions explaning pre-
ventive maintenance procedures, methods of checking the system for normal safe
operation, and procedure for safely starting and stopping the system shall be pre-
pared in typed form, framed under glass, and posted beside the wiring and control
diagrams. Upon completion, a competent instructor shall be provided by the Con-
tractor to instruct Maintenance personnel, in the operation and maintenance of the
air conditioning systems.
YINAL INSPECTION AND ACCEPTANCJ
After all requirements of the plans and specifications have been fully completed,
representatives of the Engineer will inspect the work. The Contractor shall pro-
vide competent personnel to demonstrate the operation of any item or system to the
full satisfaction of each representative.
HEAT PIMP
Cabinets shall be heavy gauge galvanized steel with a weather resistant baked
enamel finish. Access to the electrical controls and compressor shall be made by
removing two service panels. Unit shall be provided with mounting -lifting rails.
The Compressor System shh11 contain a hermetic compressor and shall have high and
s pressure protection, sump heat and solid -stage compressor overload protection.
'L e refrigerant circuit shall include service pressure tap ports, check valves,
switch -over valve, refrigerant line filter driers and factory furnished holding
charge R-22.
Coils shall be constructed of aluminum and shall be mechanically bonded to
seamless aluminum tube. The coils shall have expansion valve refrigerant
control during heating operation and 4utomatic temperature/pressure actuated defrost
control system. There shall be two single speed, direct drive, vertical discharge
outdoor fans. The unit shall, as factory shipped, cycle one fan motor on outdoor
thermostats for low ambient cooling down to 30°F. outdoor temperature.
Controls shall be factory wired and readily accessible. Compressor shall have solid
state overload protection, high and low pressure cutouts, 24 -volt control trans-
former and magnetic contactor.
TECHNICAL SPECIFICATIONS
Page 12 of 23 Pages
AIR HANDLERS
Cabinets shall be constructed of heavy guage galvanized steel with baked enamel
finish and shall be internally lined with foil -faced fiberglass insulation. Filters
shall be a high velocity semi -permanent type urethane foam filter. The unit shall
include a low voltage terminal board and fan motor relay. Blowers shall be belt
driven with variable pitch pulley and permanently lubricated ball -bearing motor.
Evaporator coils shall have expansion valve and shall have factory installed eva-
porator defrost control.
,INSULATION
All insulation shall have composite (insulation, jacket or facing, and adhesive
used to adhere the facing or jacket to the insulation) fire and smoke hazard ratings
as tested by procedure ASTM E84, NFPA 255 and UL 723 not exceeding:
Flame Spread: 25
Smoke Developed: 50
Accessories, such as adhesives, mastics, convents, tapes and asbestos cloth for
fitting, shall have the same component ratings as listed above. All products or
their shipping cartons shall bear a label indicating that flame and smoke ratings
do not exceed above requirements. Any treatment of jackets or facings to impart
flame and smoke safety shall be permanent. The use of water soluble treatments is
prohibited. The Contractor shall certify that all products used have met the above
criteria.
External duct insulation shall be Johns -Manville Foil, Skrbn-Kraft faced, R Series
"Micro--Lite"; thermal resistance R-8 or an approved equal by Certainteed or Knauf.
Internal duct insulation shall be 1" thick, 1 2 -lb. density "Line-Coustic: duct
liner by Johns -Manville, or equal by Certainteed or Knauf. (Sizes given on plans
are net dimentsions).
n I LE DUCT
All flexible ductwork shall be Glassflex SL -181 or equal.
YLASHINGS
All roof penetrations not requiring curbs shall have 22 -gauge sheet metal ventilated
flashing with a minimum of 10 -inches of the base extended on the roof. A storm
collar of 16 -gauge or heavier shall be clamped around the duct immediately above
the flashing.
TECHNICAL SPECIFICATIONS
Page 13 of 23 Pages
FLEXIBLE CONNECTIONS
Flexible connections for inlet and discharge duct connections to all supply and re-
turn fans shall be double coated Neoprene and glass fiber cloth, approximately 3 --
inches long, held in place with securely bolted angel iron, or by a cinch type clamp-
ing ring for round opening, Ventglas, or equal.
DUCTWORK INSTALLATION
Unless otherwise specified all duct work shall be in com.formance with the S +IACNA
Low or High Velocity Duct Construction Standard as they apply. The installation
shall comply with NFPA NO. 90A. Dimensions shown on drawings are net. Provide an
allowance for ductwork with internal lining. Make elbows either standard radius
(space permitting) or square with double vanes. This applies to exhaust, return
and outdoor air ducts as well as supply ducts unless otherwise noted.
Fabricate transitions with a maximum slope of one -inch in seven -inches, except that
a one -inch in four -inch slope is acceptable where the duct area decreases in direc-
tion of flow.
Provide a branch at each inlet or outlet at least long enough to contain the grille,
register or diffuser, dampers, and all associated air turning devices when in the
full closed position.
Sheet ]fetal- Corners of cross joints shall be closed. Do not use
cross -breaking in lieu of other types of reinforcing. Flat areas over 18 -inches
wide shall be stiffened by cross -breaking unless duct will have thermal insulation
or sound absorbing lining. Use of inside longitudinal standing seams is optional.
Duct Subports--General-- Do not attach duct supports to metal roof decks,
metal wall, cement asbestos wall, or precast concrete panels. Approvals shall be
obtained from the Engineer before supporting horizontal ducts from any wall unless
specifically so noted. Supplemental structurals shall be installed where necessary
for the attachment of supports.
Horizontal Duct Supports - Horizontal duct supports shall be trapeze
hangers hung with 3/8" rods spaced according to code.
TECHNICAL SPECIFICATIONS
Page 14 of 23 Pages
Vertical Duct Supports- Where ducts pass through floors, support them
with angles at the floor attached to the long sides of the duct. Completely
close the floor opening by installing additional angle brackets. Supports shall
not be spaced greater than 10 --feet on center.
Penetrations of _puildjng Elements-- Where ducts run through partitions and
ceiling, not requiring fire dampers, seal the space around the duct with rope as-
bestos, mineral wool, or other incombustible material to prevent passage of flame
and smoke. Furnish and install 1-.1211, 20 -gauge, galvanized sheet metal sleeve angle
collar on both sides of the partition or ceiling to cover the openings and to pro-
vide a neat finish. Where fire dampers are required, install angles in accordance
with the l°Duct Manual!' and NFPA NO. 90A. Where ducts penetrate the roof, provide
a weather proof opening using prefabricated curbs and flashing shall be provided.
INSULATION INSTALLATIQN
All insulation shall be applied in a neat and workmanlike manner. Insulation shall
be applied over clean, dry surfaces only after all leakage tests and inspections have
been completed by the City Engr. External duct insulation shall be lapped 2 inches
at all joints. Fasten in place with 16 -gauge Soft galvanized wire not more than 12 -
inches on centers for straight sections and.not more than 3 inches for.elbows and
fittings.
TESTS ANP ADJPSTIOEJTS
No ducts or equipment shall be concealed or covered until they have been inspected and
approved by the City Engineer. The City Engineer shall be notified when the work is ready
for inspection. All work shall be completely installed and tested as required herein.
All tests shall be repeated to the satisfaction of those making the inspection.
The Contractor shall set all dampers and completely balance the complete air hand-
ling system so that the volume of air indicated on the drawings is being delivered
at the openings. He shall adjust and readjust this part of the work until the
operation complies with the requirements of the specifications and all air volumes
-are adjusted to within plus or minus 10% as shown. Mark permanent position of
damper after balance has been completed. Also mark with curbed arrow direction to
open and indicate with a slash mark the full y closed position.
The Contractor shall inspect all ductwork prior to closing -in to verify to his
satisfaction that all fittings, dampers and balancing devices are properly fabri-
cated and installed as specified and that he will be able to properly balance the
system. All readings shall be taken by the Contractorls personnel using their own
instruments.
The Contractor shall provide and install any dampers, pulleys or other items that
may be required to properly balance the system.
The Contractor shall make a complete written detailed report of each test to the City
Engineer including air volume readings at ail supply, return and exhaust air open-
ings and fans, the total static and motor pulley sizes and speeds.
TECHNICAL SPECIFICATIONS
Page 15 of 23 Pages
The Contractor shall completely adjust and reajust the temperature control system
so that n11 thermostats are maintaining the required temperatures in all portions
of the building so equipped.
All tests shall be verified in the presence of the City Engineer,
TECHNICAL SPECIFICATIONS
Page 16 of 23 Pages
DIVISION 16 -- ELECTRICAL WORK
General Conditions: The requirements of the General Conditions apply
to all work herein.
Scope of Work: The Electrical subcontractor shall provide all labor
and materials herein specified and tools, machinery, equipment,
appliances and services as necessary to complete the electrical work
under this contract. He shall coordinate his work with the work of
other trades to expedite job progress. The electrical system shall
consist of a three phase 480 volt service as shown on Plans.
Codes: All work performed under this Section shall conform to the
following codes or regulations:
Title 8, State Building Standards Electrical Code of the
State of California.
All Federal, State, County and other local codes, ordinances,
rules and regulations.
Permits and Inspections
Electrical Contractor shall secure all required licenses, and permits
involved with the performance of the electrical work on this project
and shall arrange for all inspections as may be required by the
enforcement agencies.
Corrections for items' of workmanship or method of installation that
may be required by the enforcement agency shall be promptly accomplished
without additional cost to the Owner.
Drawings
For purposes of clarity and legibility, the drawings are essentially
diagrammatic in nature. Although sizes and location of equipment is
shown to scale wherever possible, Electrical Contractor shall confirm
all locations of outlets and junction boxes and panels with all
available data prior to installation. Do not scale electrical drawings.
Sleeves, Cutting and Patchinic
Electrical Contractor shall be responsible for the timely placing of
sleeves for all conduit passing thru walks, partitions, beams, floors,
and roofs. Sleeves set in concrete shall be Schedule 40 pipe one aize
larger than the conduit they will contain. Space between sleeve and
conduit shall be sealed with mastic.
TECHNICAL SPECIFICATIONS
Page l7 of 23 Pages
Materials General
All materials furnished by the Electrical Contractor for this project
shall be new and be delivered to the job site in original cartons or
reels.
Only Underwriters' Laboratory (UL) approved materials shall be furnished
except for materials or equipment for which UL testing and approval
is not available. Such items shall be approved by an independent
test laboratory.or shall be approved for use without label by the
enforcing authority.
Proposals for substitutions will be considered when submitted in
accordance with the General Conditions of this specification.
Wiring Materials
Conduit:
a. Rigid conduit shall be hot dipped galvanized inside and out
with an enamel finish inside and out.
b. Electric metalic tubing (EMT).
c. Non--metalic duct shall be rigid PVC type 40 plastic in all
sizes.
d. Flexible conduit shall be "Sealtite, Type UA."
Conduit Fitting:
a. Conduit fittings shall be cast or malleable type and shall
have an enamel coating. Fittings for aluminum conduit shall
be copper free aluminum. Covers for outside of building
shall be installed with gaskets.
b. EMT fittings shall be the set screw inside type.
c. Flex fittings shall be of a type designed for type UA
flexible conduit.
Conduit Supports and Hangers:
a. Rigid conduit shall be supported at intervals not to exceed
10 feet by means of straps or hangers designed for the purpose
or by approved clamps on formed channel inserts or trapeze
hangers. Where two or more conduits run parallel, hangers or
inserts shall be provided. Conduit shall be arranged to
minimize crossing of conduit and shall be neatly racked.
b. Each 10' length of EMT will be supported at two pointri.
There shall be a support not more than 2' from each box or
fitting. Provide straps and hangers as required for rigid
conduit.
Boxes and Box Covers:
a. Outlet boxes and covers shall be pressed steel knockout typo,
galvanized or cast of non-ferrous metal. Installation of
boxes shall not require displacement of reinforcing. Outlet
boxes shall be used as pull boxes wherever feasible and in
such instances shall be at least 4 inches square. Whore
separate pull boxes are required they shall have screw covers
and shall be painted where indoors, galvanized where outdooru;
outdoor boxes shall be gasketed with hubs.
TECHNICAL SPECIFICATIONS
Page 18 of 23 Pages
Boxes and Box Covers;
b. Except where otherwise indicated, outlet boxes shall be
finished off with plaster rings set flush with finished wall.
c. Telephone and thermostat outlet boxes shall be 4-11/16 sq. x
2-1/8" deep with single -device plaster rings.
d. Wall switch outlets shall be set 4'-6" above finished floor.
e. Receptacle and telephone outlets shall be set 12" above
finished floor unless indicated otherwise on the drawings.
f. All wall outlets within six inches of each other horizontally
shall be aligned vertically.
g. All exposed boxes to be cast aluminum, type "FS" with device
ring and "Sierra S" type stainless steel plate.
Outlet Finish Plates:
a. Outlet finish plates shall be ivory plastic in all areas
having a concealed raceway system. Plates shall be equal
to Sierra or approach equal.
b. Outlet finish plates for exposed raceway shall be stainless
steel.
c. Plates shall be of the type required for the outlet and
shall be provided for all wall switches, receptacles, push
buttons, telephone outlets, etc.
Building Wire and Cable:
a. All conductors shall be copper.
b. Insulation shall bear manufacturer's trademark, type and
voltage rating of insulation, and wire size.
c. Conductors shall not be installed in raceway until boxes
and conduit system has been freed of moisture and debris.
d. Conductors shall be continuous between outlets. Splices
shall be made only in outlet or junction boxes.
e. Wire and cable for circuits of 600 volts or less shall have
600 -volt insulation and shall conform to the following:
(1) Wire smaller than #12 AWG shall not be used except
for motor control and fixture loads.
(2) In dry locations, all sizes shall be type "THW".
(3) Conductors in*conduit below grade in on -grade slabs,
refrigerators and areas which are considered wet, shall
be "TRW".
f All branch circuit conductors and small feeders shall be
pulled into conduit by hand without the use of lubricants.
Power pullers and lubricants such as Wire-eze may be used
for installing conductors size 0 or larger.
Splices of conductors size #10 AWG or smaller shall be made with pre -
insulated splicing devices. Such devices shall be either 3M Scotchlok
or Ideal wing type nuts. Splices will be made with care to avoid nicks
in the conductors. Splices of conductors size #8 AWG and larger shall
be made with compression type connectors. Such connectors shall be
Burndy "Hylug" or Thomas & Betts "Shure Stake."
TECHNICAL SPECIFICATIONS
Page 19 of 23 Pages
All splices in 600 V wire and cable which are not pre insulated shall
be taped with two layers (each layer 2 lapped) of Scotch #33 tape
or approved equal tape. All such joints in damp areas shall be painted
with two coats of glyptal.
Wiring Devices:
a. All wiring devices shall be specification grade.
b. All receptacle bodies and switch handles shall be ivory.
c. All general purpose receptacles shall be grounding type
15A, 125 volt, Hubbell. 5262-1 (ivory) or equal.
d. Toggle switches shall be rated at 120/277 volts and shall
be flush tumbler "Quiet" type, Sierra catalog # 5110 (ivory) .
Conduit Installation
Conduit installed below grade outside of building lines shall be
encased in concrete duct bank and shall be buried as detailed.
See details on sheet E-1.
Conduit in concrete slabs on grade shall be rigid galvanized or non-
metallic.
All exposed conduit shall, be run parallel to floors and walls of
building.
All connections to motors, adjustable or vibrating equipment and
transformers shall be made with flexible conduit not to exceed 30"
length. All conduit in finished rooms shall be concealed.
Lighting Fixtures and Lamps
Install on each designated outlet the lighting fixtures as indicated
on plans. Such fixtures shall be complete including all required
lamps, lenses, diffusers, ballasts, starters, supports and hangers.
Fluorescent fixture diffuser shall be acrylic. Ballasts for fluorescent
fixtures shall be high power factor type, Class P and shall bear the
seal of the Certified Ballast Manufacturer's Association in addition
to that of the Underwriter's Laboratories. Ballasts shall be G. E.
Advance or Universal.
All lamps shall be first line General Electric, Westinghouse or
Sylvania. Fluorescent lamps to be equal to Sylvania "Super Saver II".
Timers: Provide and install one (1) Astro Dial timer as manufactured
by Paragon Electric Co., or equal.
TECHNICAL SPECIFICATIONS
Page 20 of 23 Pages
Li;h Lind and Appliance Panels
Panelboards shall be circuit breaker type, as manufactured by General
Electric Company, Westinghouse, ITE, Square D, or approved equal.
Circuit breakers shall be trip free, thermal magnetic plug -on, quick -
make, quick -break type which must meet the following requirements:
a. Minimum AIC shall be 10,000 amperes symmetrical.
b. Breakers shall accommodate lockout clips or have lockout
provisions and shall be able to trip automatically with
lockout in place.
c. Breakers in ratings 15 to 100 amperes shall be interchangeable
in the panelboard assembly without bussing re -arrangement.
d. Two and three pole breakers shall be common trip type.
Each breaker shall have its circuit number identification label separate
from the breaker. Numbering shall be permanently attached.
Factory finish is acceptable onsu:face-mounted panels. Flush panels
shall be prime coated and finished to match surroundings.
Panelboards for 120/208 volt service shall be equal to Westinghouse
NQP or Square D NQO.
Distribution Panels and Switchboards
Distribution panelboard shall be completely metal -enclosed, and shall
be a front accessible. Panelboard shall be shipped by manufacturer
as a complete unit, with all necessary cross bussing installed.
Unit shall comply with NEMA Standardo for Class I distribution panel -
board.
Section shall be constructed of die -formed 11 gauge steel channel;
punching shall provide a flexible arrangement for mounting of
equipment, cover plates and doors. Top and front sheets shall be
screw removable using retaining hardware. Section shall be 90"
high and at least 14" deep.
Vertical bus shall be full length. Vertical and horizontal bur3 shall
have capacity shown on drawings. All bus shall be braced for 50,000
ampere short circuit currents. Where "space" is indicated on the
drawinga,,provide all cross connecting bus taps so that no hardware
is required when installing future circuit breakers in these spaces.
The assembly shall be thoroughly degreased, then apply a chromate
primer and two finish coats of manufacturer's standard enamel. All
scratches shall be repaired using manufacturer's enamel prior to
final inspection.
TECHNICAL SPECIFICATIONS
Page 21 of 23 Pages
identification
Control cabinets, pushbutton stations, motor starters, disconnect
switches, switchboard, motor control center, dimmers and distribution
circuit breakers shall have nameplates.
Lighting panel directories shall be typed and shall completely deu3cribe
the load served by each circuit. Circuit numbers shall be identified
by.rnetal numbering dies mounted on the trim or engraved numbers in the
trim.
Toggle awitchee which control load out of sight shall indicate switch
function. Empty conduits shall be tagged at each end to indicate
destination, and shall be equipped with a ##12 G.I. pull wire or its
equivalent plastic cord.
Grounding
Provide all grounding and grounding systems as required by Code.
Entire conduit system shall constitute a continuous grounding oyatema.
Pxtvide bonding jumpers from conduit to conduit for all feeders.
Ground each transformer neutral to conduit system and to ground
electrode. Provide ground electrodes to provide system ground of not
greater than 10 ohms. Ground water system to ground electrodes with
1-i" conduit and 1 #j2/0 conductor.
Provide continuity of ground by a #12 conductor from each motor frame
to a grounded lug in the junction box on the line aide of the
flexible conduit serving the motor.
Special Supports: Auxiliary supports, blocking, backing, etc. required
to meet special condition for installation of lighting fixtures,
transformers, panels, etc. shall be part of the electrical work.
Connection of Equipment
Furnish ai-labor and materials to completely connect all heating,
ventilating, air conditioning, plumbing and other equipment furnished
under other sections of the specifications including equipment furnished
by the Owner for installation for this project.
Ir11 power conduit and wiring and temperature control e-011,0 x i,-t-
nhall be furnished and installed under this section of the work.
All disconnect switches, atartera, etc. shall be furnished under
this oection of the specifications except where specifically
indicated otherwise.
All control wiring for control of mechanical equipment shall be
installed under thin oection of this specification.
See Mechanical. Sheet "M-1." for work to be performed by this
Contractor.
TECHNICAL SPECIFICATIONS
Page 22 of 23 Pages
Excavation and backfill
Electrical Contractor shall do all excavation and backfill required for
his work.
Ap. excavation and backfill shall comply with the excavation and back -
fill portions of the specifications.
Guarantee: The Electrical Contractor shall unconditionally guarantee
of —labor and materials on the electrical portion of the project
against defects in workmanship or defective materials for a period of
one year. For the period of guarantee the Electrical Contractor shall
provide local service on an immediate call basis to correct any defects
which may develop during such period.
Teets
-Electrical Contractor shall be responsible to arrange and pay for all
equipment tests required by various portions of the Section of the
specifications.
During construction and final inspection the Electrical Contractor
shall demonstrate that all portions of the electrical system are operable,
that the system is free of shorts and ground faults, that ground resist-
ance values are within the specified limits, that all control function,
as set forth on the drawings and that all circuit breakers are capable
of holding under load and withstanding inrushes of on and off opera-
tion.
Correct any deficiencies discovered by tests and final inspections with-
out delay.
Cleaning,:
Clean light fixtures, panelboards, switchboards and other electrical
equipment to remove duet, dirt, grease, or other marks, and leave work
in clean condition.
DIVISION 17 -- ASPHALTIC CONCRETE PAVING
Provide and install base and asphaltic cement for patching and paving
trench excavations and areas adjacent to walks, etc.
Apply 4" of crusher rock base.
Cover with 2" of asphaltic concrete laid in one course; spread and
rolled to a smooth surface. Surfaces close to building, walks, etc.
that cannot be rolled shall be hand tamped to a smooth surface.
TECHNICAL SPECIFICATIONS
Page 23 of 23 Pages
CITY OF TEMPLE CITY
PART III
BID DOCUMENTS TO BE SUBMITTED
A. BID
B. BID BOND
C. TERMS OF BID GUARANTY
(If Bid Bond not Submitted)
D. LIST OF SUBCONTRACTORS
E. NONCOLLUSION DECLARATION OF BIDDER
F. DECLARATION OF BIDDER'S QUALIFICATIONS
G. BID BREAKDOWN
CITY OF TEMPLE CITY
BID BOND
KNOW ALL MEN BY THESE PRESENTS:
That
, as principal,
and
a corporation organized and existing under the laws of the State of
, and duly authorized to transact business under the
laws of the State of California, as Surety, are held and firmly bound
unto the City of Temple City, CA, as Obligee, in the full and just sum
of ($ ) good and lawful money of
the United States of America, to the payment of which sum of money well
and truly to be made, the said Principal and Surety bind themselves,
their heirs, executors, and administrators, successors and assigns,
jointly and severally, firmly by these presents.
WHEREAS, the Principal is submitting a bid to the Obligee to do the
work described on the attached sheet.
NOW THEREFORE, if the bid of the Principal shall be accepted by
the Obligee, and the contract for such work be awarded to the Principal
by the Obligee, and Principal shall enter into a contract for the com-
pletion of work and furnish bonds as required by law, then this
obligation shall be null and void, otherwise to remain in full force
and effect.
In addition to any amounts to which the Obligee may be entitled
on this bond, the Obligee shall be entitled to recover from the Surety
its costs of bringing suit against this bond including attorney fees
as fixed by the court.
IN WITNESS WHEREOF, the Principal and Surety have caused these
presents to be duly signed, sealed and dates this day
of
By (Seal)
Principal
Name of Surety
Business Address
By (Seal)
Attorney -in -Fact
NOTE: All signatures must be property acknowledged. The current power
of attorney for the person who signs for the surety company
shall be attached,
CITY OF TEMPLE CITY
TERMS OF BID GUARANTY
The undersigned bidder has submitted the accompanying bid to
the City of Temple City (hereinafter called the "City") for
the work described on the attached sheet.
The undersigned bidder has also submitted with such bid a Bid
Guaranty in the form of
and in the amount of
The undersigned bidder hereby agrees that if such bid shall be
accepted by the City and if the Contract for such work be
awarded to the undersigned bidder by the City, then the under-
signed bidder shall enter into the Contract for the completion
of the work and shall furnish the required bonds and other
documents. If the undersigned bidder enters into the Contract
and submits the required bonds and other documents, then the Bid
Guaranty shall be returned, otherwise it shall be used by the
City in the event of a default.
Date:
Bidder
NOTE: If a bid bond has been submitted do not fill in
this form. This form should be used only if the
Bid Guaranty is other than a Bid Bond, e.g.,
Certified Check,. etc.
TERMS OF BID GUARANTY
Page 1 of 1 Page
CITY OF TEMPLE CITY
LIST OF SUBCONTRACTORS
Pursuant to the provisions of Sections 4100 through 4113 of the California
Government Code, the bidder hereby designates the name and location of
the place of business of each subcontractor who will perform work or
labor or render service to the bidder in or about the work. All work
for which subcontractor is not listed below shall be performed by the
bidder. If subcontractors are not to be used, state "NONE".
Subcontractor
Date:
Address Portion of Work
Bidder
Title
LIST OF SUBCONTRACTORS
Page 1 of 1 Page
CITY OF TEMPLE CITY
NONCOLLUSION DECLARATION OF BIDDER
declares that:
1. He is
(Owner, Partner, Officer, 'Representative or Agent)
of
(Name of Bidder)
the bidder, who submitted the bid to which this affidavit is attached.
2 He is fully informed respecting the preparation and contents
of that bid, and of all pertinent circumstances respecting
such bid.
3. Such bid is genuine and is not a collusive or sham bid.
4. In the preparation and submission of such bid, neither the
bidder, nor any person or entity associated in any way with
the bidder, has in any manner, either directly or indirectly
colluded or agreed with any person or entity:
(a) To submit any collusive or sham bid.
(b) To refrain from submitting any bid,
(c) To fix the price in any bid.
(d) To fix any overhead, profit, or cost element
of any bid price.
(e) To secure any advantage against the City, or
against any other person or entity interested
in the proposed Contract.
5. The price or prices quoted in the attached bid are fair
and proper and are not tainted by any collusion or unlawful
agreement on the part of the bidder or any person or entity
associated in any way with the bidder.
I declare under penalty of perjury that the foregoing is true and
correct:
(Place where signed) (Signature of Bidder)
Date:
(Title or Capacity)
NONCOLLUSION DECLARATION OF BIDDER
Page 1 of 1 Page
CITY OF TEMPLE CITY
DECLARATION OF BIDDER'S QUALIFICATIONS
All questions must be answered and the data given must be clear
and comprehensive. If necessary, questions may be answered on separate
attached sheets. The Bidder may submit any additional information he
desires.
1. Name of Bidder:
Permanent Main Office Address:
3. Principals: Names, Social Security Numbers, Home Addresses,
including City, State and Zip Code:
4. Firm: Name, Treasury Number, Address, City, State and Zip Code
. Number and Classification of License
6. When Organized?
7. If a corporation, where incorporated?
8. How many years have you.been engaged in the business involved in
this job under your present firm or trade name?
9. Contracts on hand: (Schedule these, showing amount of each contract
and the anticipated dates of completion.)
10. General character of work performed by your company:
11. Have you ever failed to complete any work awarded to you?
DECLARATION OF BIDDER'S QUALIFICATIONS
Page 1 of 2 Pages
12. List the more important projects recently completed by your
company, stating the approximate cost for each, and the month and
year completed:
13. Have you ever defaulted on a contract?
14. List your major equipment available for this Contract:
15. Experience in work similar in importance to this Project:
16. Background and experience of the principal members of your organiza-
tion, including the officers:
17. Credit Available:'$
18. Bank Reference:
19. Will you, upon request, fill out a detailed financial statement and
comply with other reasonable requests of the City of Temple City for
information?
The undersigned hereby authorizes and requests any person, firm,
or'corporation to furnish any information requested by the City of Temple
City in verification of the recitals comprising this Declaration of
Bidder's Qualifications.
I declare under penalty of perjury that the foregoing is true and
correct.
(Place where signed) (Signature of Bidder)
Date:
(Title or Capacity)
DECLARATION OF BIDDER'S QUALIFICATIONS
Page 2 of 2 Pages