HomeMy WebLinkAboutC-1668 - Storm drain & street improvement on Finley Avenuei
i
f
i
AD
September 8, 1976
IA
Clarke Construction Company
1934 Gladvick Street
Compton, California 90220
Subjects Surety: Covessat Mutual Insurance Company
Bonds No.: 003327
Projantt Store Drain i $.ereat Improvestote /Binlay AV*.
Contract No.: 1668
Gentleman:
The City Commail on August 9. 1976 accepted the rock of subject
project and authorised the City Clark to file a Notice of Completion
and to release the bonds 33 days after Notice of Completion has been
filed.
Notice of Completion was filed with the Orange County Recorder on
August 12. 1976 in Book No. 11848. Page-1643. Please notify your
surety company that bonds may be released 31 days after recording
data.
Doris George
City Clark
DGteg
cat Public Storks Departmett
I
;mom
n.. °TUR'.. zo '16968
C c;_: )LAIC ro
, ".OPT RF V EXEr --
NENPORT BESCK CALIF. 22G673 r �8 1
NOTICE OF COMPLETION
PUBLIC WORKS
u 1 1848Pc 1645
RECORDED IN OFFICIAL RECORDS
OF ORANGE OOUNTY, CALIFORNIA
5 �; 12 P.M. AUG 12 1976
11, WYUE CARLYLE, County Recorder
to All Laborers and Material Men and to Every Other Person Interested:
YOU WILL PLEASE TAKE NOTICE that on June
the Public Works project consisting of Storm Drain & Stree
from Newport Blvd. to 34th St.
on which Clarke Construction Company
was the contractor, and Covenant Mutual Insurance Company
was the surety, was completed.
Ave,
CITY OF NEWPORT BEACH
11
V ERIFI CA
I, the undersigned, say:
orks Director
I am the Public Works Director of the City of Newport Beach; the foregoing
Notice of Completion is true of my own knowledge.
I declare un er penalty of perjury that the foregoing is true and correct.
Executed on Ms J at Newport Beach, California.
I. the undersigned, say:
I a the City Clerk of the City of Newport Beach; the City Council of said
City on .ti ;X. ' -a-f cj y 7S, accepted the above described work as
completed and or red that a Notice of Completion be filed.
I declare under penalty of perjury that the foregoing is true and correct.
Executed on �.�- / / 76 at Newport, Beach, California.
i
1
=_
• ! 1
CITY OF NEWPORT BEACH
CALIFORNIA City Hall
3300 W. Newport Blvd
Date: August 11, 1976
Mr. J. Wylie Carlyle
County Recorder
P. 0. Box 238
Santa Ana, California 92702
Dear Mr. Carlyle:
Attached for recordation is Notice of Completion of Public
Works project consisting of Storm Drain 6 Street Improvements
Finley Ave. from Newport Blvd. to 34th St. Contract No.
on which Clarke Construction Company was the Contractor
and Covenant Mutual Insurance Company was the surety.
Please record and return to us.
Very trul !yours,
Doris George
City Clerk
City of Newport Beach
Encl.
Date AVtL1 - 6, 1016
TO: Public Works Department
FROM: City Clerk
SUBJECT: Contract No. Ififip
Project Storm Draia b Rtteet j°^ V t Ao._
.�xmRaseate - in ey.
from Newport Blvd. to 34th St. - 1973 - 76
Attached is signed copy of subject contract for transmittal to the contractor.
Contractor:
Address: 1936GA6dek St.. Covof,92. CA 90220
Amount: $101.963.50
Effective Date:
Resolution No. 8749
LL:dg
Att.
cc: Finance Department]
April 1, 1976
=a`
TO: CITY CLERK
FROM: Public Works Department
SUBJECT: STORM DRAIN AND STREET IMPROVEMENTS FINLEY AVENUE FROM
NEWPORT BOULEVARD TO 34TH STREET - 1975 -76 (C -1668)
Attached are four copies of # e subject contract documents
as well as the insurance certificates: have the contracts
executed on behalf of the City, retain your copy and the insurance
certificates, and return the remaining copies to this department for
distribution.
Thank you.
��bhn S. Wolter
Project Engineer
JSW:h
Attachments
• o� 0
FREMONT INDEMNITY COMPANY �♦
THE FREMONT BUILDING
1709 WEST EIGHTH STREET / LOS ANGELES, CALIFORNIA 90017 / (213) 483 -8731
ONE CALIFORNIA STREET /SAN FRANCISCO,CALIFORNIA 94111 / (415) 781 -0619
DATE: March 23, 1976
To: CITY OF NEWPORT BEACH
CERTIFICATE OF WORKMEN'S
COMPENSATION INSURANCE
'EMPLOYERCLARKE CONSTRUCTION COMPANY
POLICY NO.WP -76 -39990 POLICY PERIOD March 1, 1976 TO March I, 1977PRODUCERSenate Bonding
960 E.Green Street
Pasadena, California 91109
(213)684 -1045
I THIS IS TO CERTIFY that we have issued a valid Workmen's Compensation Insurance. Police in a form
approved by the Insurance Commissioner of the State of California to the Employer named above for the
policy period indicated.
30
We will give you days' advance notice should this Policy he cancelled prior to its normal expiration.
Description of specific operations (if required);
All operations and work performed for the City of Newport Beach
0
Countersigned at Los Angeles, California FREMONT INDEMNITY COMPANY
by fJ4 4iO �
AUTHORIZED REPRESENTATIVE EXECUTIVE VICE PRESIDENT
i
UN 105 - 1/70
O� •
FREMONT INDEMNITY COMPANY Il♦
THE FREMONT BUILDING
1709 WEST EIGHTH STREET / LOS ANGELES, CALIFORNIA 90017 / (213) 483 -8731
ONE CALIFORNIA STREET /SAN FRANCISCO,CALIFORNIA 94111 / (415) 781.0619
DATE: March 23, 1976
TO: CITY OF NEWPORT BEACH
CERTIFICATE OF WORKMEN'S
COMPENSATION INSURANCE
;EMPLOYERCLARKE CONSTRUCTION COMPANY
POLICY NO.`/+/p-76 -39990 POLICY PERIOD March 1, 1976 TO March I, 1977PRODUCER Senate Bonding
960 '".Green Street
Pasadena, California 91109
(213)684 -1045
THIS IS TO CERTIFY that we have issued a valid Workmen's Compensation Insurance Policy in a form
approved by the Insurance Commissioner of the State of California to the Employer named above for the
policy period indicated.
30
We will give you NiMays' advance notice should this Policy be cancelled prior to its normal expiration.
Description of specific operations (if required);
All operations and work performed for the City of Newport Beach
Countersigned of Los Angeles, Coli Fornia
by
AUTHORIZES REPRESENTATIVE
UN 105 -1/70
y FREMONT INDEMNITY COMPANY
EXECUTIVE VICE PRESIDENT
CITY OF NEWPORT BEACH
CERTIFICATE OF INSURANCE FOR CONTRACT WO FOR CITY
IMPORTANT: THIS FORM IS THE ONLY CERTIFICATE OF INSURANCE ACCEPTABLE TO THE CITY
OF NEWPORT BEACH WITH RESPECT TO CONTRACT NO. 1668
MODIFICATIONS TO THIS CERTIFICATE ARE NOT ACCEPTABLE
Project Description: Storm drain & street improvements Finley Avenue From Newport Blvd
to 34th Street
This is to certify that the MISSION INSURANCE COMPANY
Name of Insurance Company
has issued to CLARKE CONSTRUCTION COMPANY
Name of Insured
1C134 r.1,idwick qtrppt Compton.
f r is 902 n 2
ddress of Is0 ured
the policy of liability insurance certified herein.
CITY CONTRACT ENDORSEMENT
This endorsement is attached to the policy described herein to assure compliance by
the named insured with the terms and provisions of the contract or other agreement(s)
entered into between the insured as contractor and the City of Newport Beach.
The Company amends the policy described herein as follows:
1. It is hereby understood and agreed that the policy to which this certificate
refers may not be cancelled or materially changed until thirty days after
receipt of registered written notice of cancellation or change by the City of
Newport Beach, c/o City Clerk, 3300 Newport Boulevard, Newport Beach, CA 92660.
2. The City of Newport Beach, its officers and employees are hereby declared to
be additional insureds in the policy described insofar as they may be held
liable for injuries, death or damage to property excluding the sole negligence
of the City, its officers and employees. It is further agreed that any other
insurance carried by the City, its officers and employees shall not be contrib-
uting or primary with the insurance provided by this policy.
\ \ \ \\
\ \ \ \ \ \ \\
policy Term
Limits of Liabilit
Coverage
0 icy No.
Each Occurrence
(Minimum:
Aggregate
(Minimum:
$500,0(0)
$ 500,000 Protecti,
$1,000,000 Products
I$
500,000 Contracts
HOW C
MPLETE INFOR
ATION BELOW
Policy No.
COMPREHENSIVE LIAB.
Combined Single
Limit Bodily Injury
or Property Damage
HA C013227
$1,000,000
From: g/1 /7r�
To: st/lfjF
$ cpD,GrY)
$ 425V cx-o Protecti
$ q cix,Products
$cCU Contract
Each Occurrence
AQ /-) .3 a v-
This policy includes at least the following coverages:
a. Contractual or Assumed Liability, relating to contract(s) between the Named Insured
and the Certificate Holder Named above.
b. Owned, Hired and Non -Owned Automobiles.
C. Contractors Protective Liability (When Insured engages Subcontractors).
d. Products Liability or Completed Operations.
e. Explosion and Underground Hazards (when applicable).
f. Personal Injury Hazards.
g. Broad Form Property Damage.
h. Marine or Aviation (when applicable).
Name of Agency or Broker: WORLDWIDE FACILITIES, INC.
Address of Agency or Broker: 3435 WILSHIRE BLVD. LOS ANGELES, CALIFORNIA 90010
Telephone No.
Countersigned
re
aal )
✓e
aal
Effective date of this endorsement: March 23 , 19 76 , Endorsement No. NB -1
CITY OF NE14PORT BEACH
CERTIFIRTE OF INSURANCE FOR CONTRACT A FOR CITY
IMPORTANT: THIS FORM IS THE ONLY CERTIFICATE OF INSURANCE ACCEPTABLE TO THE CITY
OF NEWPORT BEACH WITH RESPECT TO CONTRACT NO. 1668
MODIFICATIONS TO THIS CERTIFICATE ARE NOT ACCEPTABLE
Project Description: Storm drain & street improvements Finley Avenue From Newport Blvd
to 34th Street
This is to certify that the MISSION INSURANCE COMPANY
Name of Insurance Company)
has issued to CLARKE CONSTRUCTION OMPANY
C
Name of Insured
(Address of Insure
the policy of liability insurance certified herein.
CITY CONTRACT ENDORSEMENT
This endorsement is attached to the policy described herein to assure compliance by
the named insured with the terms and provisions of the contract or other agreement(s)
entered into between the insured as contractor and the City of Newport Beach.
The Company amends the policy described herein as follows:
1. It is hereby understood and agreed that the policy to which this certificate
refers may not be cancelled or materially changed until thirty days after
receipt of registered written notice of cancellation or change by the City of
Newport Beach, c/o City Clerk, 3300 Newport Boulevard, Newport Beach, CA 92660.
2. The City of Newport Beach, its officers and employees are hereby declared to
be additional insureds in the policy described insofar as they may be held
liable for injuries, death or damage to property excluding the sole negligence
of the City, its officers and employees. It is further agreed that any other
insurance carried by the City, its officers and employees shall not be contrib-
uting or primary with the insurance provided by this policy.
\ \ \ \\
\ \ \ \ \ \\
policy Term
, Limits of Liability
Coverage
\
o ic�o.
Each Occurrence
(Minimum:
$500,000)
Aggregate
(Minimum:
$ 500,000 Protecti,
$1,000,000 Products
$ 500,000 Contracti
HOW C
MPLETE INFOR
TION BELOW
Po icy o.
COMPREHENSIVE LIAB.
Combined Single
Limit Bodily Injury
or Property Damage
HA C013227
$1,000,000
From: a
To:— g/1/7fi_
$ Coe, -022
$ 5Cn ct Protecti
$Products
$ !CIC r Contract
Each Occurrence
This policy includes at least the following coverages:
a. Contractual or Assumed Liability, relating to contract(s) between the Named Insured
and the Certificate Holder Named above.
b. Owned, Hired and Non -Owned Automobiles.
c. Contractors Protective Liability (When Insured engages Subcontractors).
d. Products Liability or Completed Operations.
e. Explosion and Underground Hazards (when applicable).
f. Personal Injury Hazards.
g. Broad Form Prc.;:arty Damage.
h. Marine or Aviation (when applicable).
Name cf Agency or Broker: WORLDWIDE FACILITIES, INC.
Address of Agency or Broker: 3435 WILSHIRE BLVD, LOS ANGELES, CALIFORNIA 90010
Telephone No. (213) 380 -4670
Cc"'tcrsig,.ad by:
Authorized Insurance Company Representative
Effective date of this endorsement: March 23 , 19 76 , Endorsement No. NB -1
ie
jai )
ie
aal
• i
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
CONTRACT DOCUMENTS
FOR
STORM DRAIN AND STREET IMPROVEMENTS
FINLEY AVENUE FROM NEWPORT BOULEVARD
Approved by the City Council this
23rd day of F bruary 1976.
Doris George
Acting City Clerk
TO 34TH STREET
1975 -76
CONTRACT NO. 1668
SUBMITTED BY:
Clarke Construction Company
Contractor
1934 Gladwick Street
Address
Compton, California 90220
City
(213) 537 -6470
Phone
$101,963.50
Total rice
CITY CLERK
0.- Page 1
CITY OF NEWPORT BEACH, CALIFORNIA
NOTICE INVITING BIDS
SEALED BIDS will be received at the office of the City Clerk, City Hall, Newport Beach,
California, until 10:30 A.M. on the 9th day of March , 19 76,
at which time they will be opened and read, for performing work as follow:
STORM DRAIN AND STREET IMPROVEMENTS
FINLEY AVENUE FROM NEWPORT BOULEVARD TO 34TH STREET
1975 -76
CONTRACT NO. 1668
Bids must be submitted on the proposal form attached with the contract documents
furnished by the Public Works Department. The additional copy of the proposal form
is to be retained by the bidder for his records,,
Each bid must be accompanied by cash, certified check or Bidder's Bond, made payable
to the City of Newport Beach, for an amount equal to at least 10 percent of the
amount bid.
The title of the project and the words "SEALED BID" shall be clearly marked on the
outside of the envelope containing the bid.
The contract documents that must be completed, ':executed, and returned in the sealed
bid are:
A. Proposal
B. Designation of Subcontractors
C. Bidder's Bond
D. Non - collusion Affidavit
E. Statement of Financial Responsibility
F. Technical Aility and Experience References
These documents shall be affixed with the signature and titles of the persons signing
on behalf of the bidder. For corporations; -.the signatures of the President or
Vice President and Secretary or Assistant Secretary are required a_na_t_h_eCRrpRrate Seal
shall be affixed to all documents requiring signatures. In the case of a Partnership,
the signature of at least one general partner is required.
No bids will be accepted from a contractor who has not been licensed in accordance with
the provisions of Chapter 9, Division III of the Business and Professions' Code. The
contractor shall state his license number and classification in the proposal.
One set of plans and contract documents, including special provisions, may be obtained
at the Public Works Department, City Hall, Newpart Beach, California, at no cost to
licensed contractors. It is requested that th a- _ ans and contract documents be returned
within 2 weeks after the bid opening.
(cont.)
E
r
0
Page la
The City has adopted the Standard 1,
ecifications for Public Works Construction
(1973 Edition) as prepare y the out ern a i ornia Chapters of e AmericaF
Public Works Association and the Associated General Contractors of America. Copies
may be obtained from Building News, Inc., 3055 Overland Avenue, Los Angeles,
California 90034, (213) 870 -9871.
The City has adopted Standard Special Provisions and Standard Drawings. Copies of
these are available at the Public Works Department at a cost of $5:00 per set.
A standard "Certificate of Insurance for Contract Work for City" form has been
adopted by the City. This form is the only certificate of insurance acceptable
to the City. The successful low bidder will be required to complete this form
upon award of the contract.
For any required bonds, the company issuing Bid Bonds, Labor and Material Bonds,
and Faithful Performance Bonds must be an insurance company or surety company
licensed by the State of California. The companies must also have a current
General Policy Holders Rating of A or better; and a Financial Rating of at least
AAA as per the latest edition of Best's Key Rating Guide (Property - Liability).
In accordance with the provisions of Article 2, Chapter 1, Part 7 of the California
Labor Code (Sections 1770 et seq.), the City Council of the City of Newport Beach
has ascertained the general prevailing rate of per diem wages in the locality in
which the work is to be performed for each craft, classification, or type of workman
or mechanic needed to execute the contract and has set forth these items in Resolu-
tion No. 8701 adopted February 9, 1976. A copy of said resolution is available
in the office of the City Clerk. All parities to the contract shall be governed by
all provisions of the California Labor Come relating to prevailing wage rates
(Sections 1770 -1781 inclusive).
The City reserves the right to reject any or all bids and to waive any informality
in such bids.
Revised 2 -17 -76
Page 2
All bids are to be computed on the basis of the given estimated quantities of work,
as indicated in this Proposal, times the unit price as submitted by the bidder. In case
of a discrepancy between words and figures, the words shall prevail. In case of an error
in the extension of a unit price, the corrected extension shall be calculated and the bids
will be computed as indicated above and compared on the basis of the corrected totals.
The estimated quantities of work indicated in this Proposal are approximate only,
being given solely as a basis for comparison of bids.
The undersigned has checked carefully all of the above figures and understands that
the City will not be responsible for any errors or omissions on the part of the under-
signed in making up this bid.
The undersigned agrees that in case of default in executing the required contract
with necessary bonds within ten (10) days, not including Saturday, Sunday and Federal
Holidays, after having received notice that the contract is ready for signature, the
proceeds of check or bond accompanying is bid shall become the property of the City
of Newport Beach.
Licensed in accordance with the Statutes of the State of California providing for
the registration of Contractors, License No. 285815 Classification A
Accompanying this proposal is Bid Bond
ea cnecK, uasnler-s Lneck or
in an amount not less than 10 percent of the total bid price.
The undersigned is aware of the provW ons of Section 3700 of the Labor Code which
require every employer to be insured again# liability for workmen's compensation or to
undertake self- insurance in accordance withFthe provisions of that code, and agrees to
comply with such provisions before commencing the performance of the work of this contract.
(213) 537 -6470
Phone Number _
March 9, 1976
Date
List below names of President,
and names of all co- partners if a c
UT vr9anizati1un
ividual, Corporation, or Co- Partnership)
ry, Treasurer and Manager if a corporation,
rship:
_ r
"e
Page 3
DESIGNATION OF SUBCONTRACTORS
The undersigned certifies that he has used the sub -bids of the following
listed contractors in making up his bid and that the subcontractors listed
will be used for the work for which they bid, subject to the approval of the
City Engineer, and in accordance with the applicable provisions of the
specifications. No change may be made in these subcontractors except upon
the prior approval of the Engineer.
Item of Work
Subcontractor
Address
1. Concrete Carcino & Medina Gardena
2• Structures Valentine Capistrano
3.
4. =
5.
6.
7.
8. '
9.
10.
11.
12.
-G rke-C om
� ers ae
u or zed ignature
I" dual
Type of Organization
(Individual, Co- partnership or Corp.)
1934.Gladwick Street
FOR VGINAL SEE CITY CLERK'S FILE COP
Page 4
BIDDER'S BOND TO ACCOMPANY PROPOSAL
KNOW ALL MEN BY THESE PRESENTS,
That we, Clarke Construction Co. as Principal,
and Covenant Mutual Insurance Company as Surety, are held
and firmly bound unto the City of Newport Beach, California, in the sum of Ten percent
of the Bid in----------------- Dollars ($ 10% ), lawful money of the United
States for the payment of which sum well and truly to be made, we bind ourselves,
jointly and severally, firmly by these presents.
THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH,
That if the proposal of the above bounden principal for the construction of
Street, 1975 -76 (Contract No. 1668).
in the City of Newport Beach, is accepted:by.the City Council of said City, and if the
above bounden principal shall duly enter intt+ and execute a contract for such construc-
tion and shall execute and deliver the two (2) bonds described in the "Notice Inviting
Bids" within ten (10) days (not including Saturday, Sunday and Federal Holidays) from
the date of the mailing of a notice to the above bounden principal by and from said City
of Newport Beach that said contract is ready for execution, then this obligation shall
become null and void; otherwise it be and remain in full force and effect, and the amount
specified herein shall be forfeited to the said City.
In the event that any principal above:;8amied executed this bond as an individual,
it is agreed that the death of any such principal shall not exonerate the surety from
its obligations under this bond.
IN WITNESS WHEREOF, we hereunto set our hands and seals this 9_ day of
March , 19 76 .
Corporate Seal (If Corporation)
(Attach acknowledgement of
Attorney -in -Fact)
March 9, 1976
1 Sandra Coleman, Notary Public
Commission expires May 26, 1979
Clarke Constxuction Co.
Pr c a n,
Bv. S/ Joh J. Clarke, Owner
Covenant Mutual Insurance Company
Surety
Page 5
14ON- COLLUSION AFFIDAVIT
The bidders, by its officers and agents or representatives present at the time of
filing this bid, being duly sworn on their oaths say, that neither they nor any of
them, have in any way, directly or indirectly,: = entered into any arrangement or agree-
ment with any other bidder, or with any public officer of such CITY OF NEWPORT BEACH
whereby such affiant or affiants or either of them, has paid or is to pay to such
bidder or public officer any sum of money, or has given or is to give to such other
bidder or public officer anything of value whatever, or such affiant or affiants or
either of them has not directly or indirectly, entered into any arrangement or agree-
ment with any other bidder or bidders, which tends to or does lessen or destroy free
competition in the letting of the contract sought for by the attached bids; that no
bid has been accepted from any subcontractor or materialman through any bid depository,
the Bylaws, Rules or Regulations of Which prohibit or prevent the contractor from
considering any bid from any subcontractor or materialman which is not processed
through said bid depository, or which prevent.any.subcontractor or materialman from
bidding to any contractor who does not use thgjacilities of or accept bids from or
through such bid depository; that no induced wi or any form or character other than
that which appears upon the face of the bid 11 be suggested, offered, paid, or
delivered to any person whomsoever to influence the acceptance of the said bid or
awarding of the contract, nor has this bidder any agreement or understanding of any
kind whatsoever, with any person whomsoever to pay, deliver to, or share with any
other person in any way or manner, any of the proceeds of the contracts sought by
this bid.
Parke Construction Compini� /I
S/
Subscribed and sworn to before me
this Qtb day of March ,
19 76. .
My commission expires:
13
Notary Public
FOR ORIGINAL SEE CITY CLERK'S FILE COPP
STATEMENT OF FINANCIAL RESPONSIBILITY
Tne undersigned submits herewith a statement of his financial responsibility
or agrees to submit a statement within 24 hours after the bid opening if he
is the apparent low bidder.
On file with City Clerk.
�dohn 0. Clarke. Owner
Signed
c
TECHNICAL ABILITY AND EXPERIENCE REFERENCES
0
Page 7
The undersigned submits herewith a statement of the work of similar character to
that proposed herein which he has performed and successfully completed.
Year
Completed For Whom Performed�,(�,i Person to Contact Telephone N
*1976 Ora.nge �i
1976 Standard Oil Company Jack Snyder (213)3 50
• . ri nn+Arav Park Jim ,n- ... ���
• .�. i i
1975 City oi Brea Milo
Sanitation Max .
Dept. 1975 L.A. Co. Road .i
.., 1,..-
LABOR AND MATERIAL BOND
KNOW ALL MEN BY THESE PRESENTS, That
Page.8
Bond No. 003327
WHEREAS, the City Council of the City of Newport Beach, State of California by
motion adopted March 22, 1976,
has awarded to Clarke Construction Company
hereinafter designated as the "Principal ", a contract for Storm Drain and Street
Improvements Finley Avenue from Newport Boulevard to 34th Street, 1975 -76, C -1668
in the City of Newport Beach, in strict conformity with the Drawings and Specifications,
and other contract documents on file in the office of the City Clerk.
WHEREAS, said Principal has executed or is about to execute said contract and the.
terms thereof require the furnishing of a.bond with said contract, providing that if
said Principal or any of his or its subcontractors, shall fail to pay for any materials,
provisions, provender, or other supplies or teams used in, upon,.for,,or about the per-
formance of the work agreed to be done, or for any work or labor done thereon of any
kind, the Surety on this bond will pay the same to the extent hereinafter set forth:
NOW, THEREFORE, We, .Clarke Construction Company,
as Principal, hereinafter designated as the Contractor and
COVENANT MUTUAL INSUPANCE COMPANY
as Surety, are held firmly bound unto the City of Newport Beadh, in the sum of
Fifty Thousand Nine Hundred Eighty One and 75/100 Dollars ($ 50,981.75
said sum being one -half of the estimated amount payable by the City of Newport Beach
under.the terms of the contract, for which payment well and truly to be made we bind
ourselves, our heirs, executors and administrators, successors or assigns, jointly and
severally, firmly by these presents:
THE CONDITION OF THIS OBLIGATION IS SUCH, that if the person or his subcontractors,
fail to pay for any materials, provisions, provender, or other supplies or teams, used
in, upon, for, or about the performance of the work contracted to be done, or for any
other work or labor thereon of any kind or for amounts due under the Unemployment Insurance
Code with respect to such work or labor, that the Surety or Sureties:will pay for the same,
in an amount not exceeding the sum specified in the bond, and alto, in case suit is brought
upon the bond, a reasonable attorney's fee., to be fixed by the Court as required by the
Provisions of Section 4204 of the Government Code of the State of California.
State of California
County of Los Angeles ss.
On this 2'� day of March , 1916 before me personally came
Barbara Blumer
to me known, who being by me duly sworn, did depose and say: that he is Aftorney(s) -in -Fact of Covenant Mutual
Insurance Company, the Corporation described in and which executed the foregoing instrument; that he know(s)
the seal of said Corporation; that the seal affixed to said instrument is such corporate seal; that if was so affixed
by authority granted to him in accordance with the By -Laws of the said Corporation, and that he signed his name
thereto by like authority.
uuu�unnu,mm�mnmm�nnn�n Ii u
�OFFICIALSEAL11'�n
Q
Cynthia A.
Carr^. ha °1
NCTARP PLe —C .. LOS ANGELCS C( ;j�4'v _ {Notary Public)
es June 30, 1978
_" MV commiSS101 E%G¢..........., n,nmmnn�Nn,p,uuunnn,4in
STATE OF CALIFORNIA,
_,COUNTY
before me, the undersigned, a Notary Public in and for said State, personally appeared
_ _ [ lci✓ �� �y�r� v—r�e� /or1 e_c� known to me,
OFFICIAL Sear, `� to be the person___ whose name— . - i-5 subscribed to the within Instrument,
GARY L. CAMPBELL
and acknowledged to me that executed the same.
'cr +11 NOTARY PUBLIC-CALIFORNIA
LOS ANGELES COUNTY WITNESS my hand and official seal.
Nly Commission Expires Jan. 21, 1430
�" . otary Public in and fur sai tale.
L]
(Labor and Material Bond - Continued)
0 Page 9
This bond shall inure to the benefit of any and all persons, companies, and corporation
entitled to file claims under Section 1192.1 of the Code of Civil Procedure so as to
give a right of action to them or their assigns in any suit brought upon this bond, as
required by the Provisions of Section 4205 of the Government Code of the State of
California.
And the said Surety, for value
extension of time, alterations
to be performed thereunder or
affect its obligations on this
extension of time, alterations
work or to the specifications.
received, hereby stipulates and agrees that no change,
or additions to the terms of the contract or to the work
the specifications accompanying the same shall in any wise
bond, and it does hereby waive notice of any such change,
or additions to the terms of the contractor or to the
In the event that any principal above named executed this bond as an individual, it is
agreed that the death of any such, principal shall not exonerate the surety from its
obligations under this bond.
IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and Surety
above named, on the 23 day of March 19 76 .
App ove as o 0
• tto
This bond was approved
of the City of Newport
ae
Attest:
City Clerk
the City Council
ch by motion on
C1 rke ruction Co.
(Seal)
(Seal)
(Seal)
Contractor
COVENANT MUTUAL INSURANCE COMpANY(5eal)
BY
Barbara Blumer, Attorney -in -Fast
(Seals
r
1. PERFORMANCE BOND
KNOW ALL MEN BY THESE PRESENTS, That
0
Page 10
Bond No. 003327
Premium: $765.00
WHEREAS, the City Council of the City of Newport Beach, State of California, by
motion adopted March 22, 1976,
has awarded to Clarke Construction Company
hereinafter designated as the "Principal ", a contract for Storm Drain and Street
Improvements, Finley Avenue from Newport Boulevard to 34th Street, 1975 -76, C -1668
in the City of Newport Beach, in strict conformity with the drawings and specifications
and other contract documents now on file in the office of the City Clerk of the City of
Newport Beach.
WHEREAS, said Principal has executed or is about to execute said contract and the
terms whereof require the furnishing of a bond for the faithful performance of said
contract;
NOW, THEREFORE, We, Clarke Construction Co.
as Principal, hereinafter designated as the "Contractor ", and
COVENANT MUTUAL INSURANCE COMPANY
As Surety, are held and firmly bound unto the City of Newport Beach, in the sum of
One Hundred One Thousand Nine Hundred Sixty-Three Dollars ($ 101,963.00 ),
said sum being equal to 100% of the estimated amount of the contract, to be paid to
the said City or its certain attorney, its successors, and assigns; for which payment
well and truly to be made, we bind ourselves, our heirs, executors and administrators,
successors or assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH, that if the above bounden Principal,.his
or its heirs, executors, administrators, successors, or assigns, shall in all things
stand to and abide by, and well and truly keep and perform the covenants, conditions,
and agreements in the said contract and any alteration thereof made as therein provided
on his or their part, to be kept and performed at the time and in the manner therein
specified, and in all respects according to their true intent and meaning, and shall
indemnify and save harmless the City of Newport Beach, its officers and agents, as
therein stipulated, then this obligation shall become null and void; otherwise it shall
remain in full force and virtue.
• Page 11
(Performance Bond - Continued)
And said Surety, for value received, hereby stipulates and agrees that no change,
extension of time, alteration or addition to the terms of the contract or to the
work to be performed thereunder or to the specifications accompanying the same shall
in any wise affect its obligations on this bond, and it does hereby waive notice
of any change, extension of time, alteration or addition to the terms of the contract
or to the work or to the specifications.
i
In the event that any principal above named executed this bond as an individual, it
is agreed that the death of any such principal shall not exonerate the surety from
its obligations under this bond.
IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and Surety
above named, on the 23 day of March 19 76 .
Ulayfke struction Co.
- (Seal)
(Seal)
(Seal)
Contractor
COVENANT MUTUAL INSURANCE COMPANY fSeil)
'• By all
+ Barbara Blumer, Attorney-in-fact
(Soil)
Surety
(.
State of California
County of Los Angeles ss.
On this 23 day of March , 1976 before me personally came
Barbara Blumer
to me known, who being by me duly sworn, did depose and say: that he is Attorney (s) of Covenant Mutual
Jnsurance Company, the Corporation described in and which executed the foregoing instrument; that he know(s)
the seal of said Corporation; that the seal affixed to said instrument is such corporate seal; that it was so affixed
by authority granted to him in accordance with the By -Laws of the said Corporation, and that he signed his name
thereto by like a4t�lA,L6•
nw OFFIGAL SEAL
Cynthia A. Carmichael _ ®
NOTARY °UOLIG CAL FGRNIA 3 4
y FRllt:'rAL CFrn;E IN s„o (Nofory Public)
r. E
LOS ANGELES COUNTY
1978 1
My Commission Expires June_ 30, ,m s,
STATE OF CALIFORNIA,
COUNTY
before me, the undersigned, a Notary Public in and for said State, personally appeared
t
OFFICIAL SEAL'
GARY L. CAMPBELL
- o< w
NOTARY PUBLIC•CALIFORNI,
ECS ANGELES COUNTY
i
My Commission Expires Jan. 21,1980
0
_rlr2hr� _TC l�r/ rC� _d�'4 �!G
known to me,
to be the person- .- whose name - — subscribed to the within Instrument,
and acknowledged to me that —he —_ executed the same.
WITNESS my hand and official seal.
�/ Notar>�ic in and r said State.
Rage 12
CONTRACT
THIS AGREEMENT, made and entered into this day of 19 76,
by and between the CITY OF NEWPORT BEACH, California, hereinafter designated as the
City, party of the first part, and Clarke Construction Company,
hereinafter designated as the Contractor, party of the second part.
WITNESSETH: That the parties hereto do mutually agree as follows:
1. For and in consideration of the payments and agreements hereinafter mentioned
to be made and performed by the City, the Contractor agrees with the City to furnish all
materials and labor for the construction of
Storm Drain and Street Improvements. Finley Avenue from Newport Boulevard to 34th Street
1975 -76, Contract No. 1668
and to perform and complete in a good and workmanlike manner all the work pertaining
thereto shown on the Plans and Specifications therefor; to furnish at his own proper
cost and expense all tools, equipment, labor, and materials necessary therefor, (Except
such materials, if any, as in the said Specifications are stipulated to be furnished by
the City), and to do everything required by this Agreement and the said Plans and
Specifications.
2. For furnishing all said materials and labor, tools and equipment, and doing
all the work contemplated and embraced in this Agreement, also for all loss and damage
arising out of the nature of the work aforesaid, or from the action of the elements,
or from any unforeseen difficulties which may arise or be encountered in the prosecu-
tion of the work until its acceptance by the City, and for all risks of every description
connected with the work; also, for all expenses incurred by or in consequence of the
suspension or discontinuance of work, except such as in said Specifications are expressly
stipulated tube borne by the City; "and for well and faithfully completing the work
and the whole thereof, in the manner shown and described in the said Plans and
Specifications, the City will pay and the Contractor shall receive in.full compensation
therefore the lump sum price, or if the bid is on the unit price basis, the total price
for the several items furnished pursuant to the Specifications, named in the bidding
sheet of the Proposal, as the case may be.
3. The City hereby promises and agrees with the said Contractor to employ, and
does hereby employ the said Contractor to provide the materials and to do the work.
according to.the terms and conditions herein contained and referred to for the price
aforesaid, and hereby contracts to pay the same at the time, in the manner, and upon
the conditions set forth in the Specifications; and the said parties for themselves,
their heirs, executors, administrators, successors and assigns, do hereby agree to
the full performance of the covenants herein contained.
4. The Notice to Bidders, Instructions to Bidders, Contractor's Proposal, and the
Plans and Specifications, and all amendments thereof, when approved by the parties
hereto, or when required by the City in accordance with the provisions of the Plans and
Specifications, are hereby incorporated in and made part of this Agreement.
0
0
Page. 13
5. Pursuant to the Labor Code of the State of California, the City Council has
ascertained the general prevailing rates of per diem wages for each craft or type of
workman needed to execute the contract and a schedule containing such information is
included in the Notice Inviting Bids and is incorporated by reference herein.
6. The Contractor shall assume the defense of and indemnify and save harmless the
City, the Director of Public Works, and their officers and employees, from all claims,
loss, damage, injury, and liability of every kind, nature, and description, directly or
indirectly arising from the performance of the contract or work, regardless of responsi-
bility for negligence; and from any and all claims, loss, damage, injury, and liability,
howsoever the same may be caused, resulting directly or indirectly from the nature of
the work covered by the contract, regardless of responsibility for negligence.
IN WITNESS WHEREOF, the Parties hereto have caused this contract to be executed the
day and year first above written.
ATTEST:
l
I
CITY OF NEWPORT BEACH, CALIFORNIA
a -14 (x"s4rd( Lt) , Cdr -josu
contractor
(SEAL)
By:
[Itle
By.-
Title
v
T
STATE OF CALIFORNIA,
ss.
COUNTY OF_�?
ON
before me, the undersigned,, as lNotary Public in and for said State, personally appeared
'!rr�J «lOV� Cc� known to me,
to be the person_.._ whose name_ _ — subscribed to the within Instrument,
and acknowledged to me that _he— executed the same.
GARY L. CAtiiP3'LL
; jra07a7iy PUDLIC- C,SLiFOI1 r;'A
LOS ANGELES COUNTY
CY ?mmiV ion` Es, Uns Jcn. 21, 1900
WITNESS my hand and official seal.
I
otary Public in and for said te.
• � � PR 1 of 7
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
STORM DRAIN AND STREET IMPROVEMENTS
FINLEY AVENUE FROM NEWPORT BOULEVARD
TO 34TH STREET
1975 -76
CONTRACT NO. 1668
PROPOSAL
To the Honorable City Council
City of Newport Beach
3300 West Newport Boulevard
Newport Beach, California 92663
Gentlemen:
The undersigned declares that he has carefully examined the location of the work, has read
the Notice Inviting Bids, has examined the Plans and Special Provisions, and hereby pro-
poses to furnish all meterials and do all the work required to complete Contract No. 1668
in accordance with the Plans and Specifications, and will take in full payment therefor
the following unit prices for the work, complete in place, to wit:
ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL
NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE
1. 18 Construct 24" (12 gage) corrugated
Lineal Feet aluminum storm drain pipe as shown
on the plans, complete in place
@ Forty -five Dollars
and
No Cents $ 45.00 $ 810.00
Per Lineal Foot
2. 360 Construct 24" Class IV asbestos
Lineal Feet cement storm drain pipe as shown
on the plans, complete in place.
@ ForWfive Dollars
and
No Cents $ 45..00 $1F,0200-00
Per Lineal Foot
3. 75 Construct 18" Class IV asbestos
Lineal Feet cement storm drain pipe as shown
on the plans, complete in place.
@ Forty Dollars
and
No Cents $ 40 00 $ 3,000400
Per Lineal Foot
I
g, 30 Construct reinforced concrete
Lineal Feet panel bulkhead including cop-
ing, tie backs, turn buckles,
and anchor blocks as shown on
the plans, complete in place.
@ Five Hundred Fifty Dollars
and
Cents $ Rgo nn $15,500.00_
Per inea oot
PR2of 7
NO.
AND UNIT
UNIT PRICE WRITTEN IN WORDS
PRICE
PRICE
4.
3
Construct curb inlet Type OL -A
Each
(L = 3.5') and modified Type
OL -A (L = 3.5') as shown on the
plans and per City of Newport
Beach STD - 305 -L, complete in
place.
@ One Thousand
Dollars
and
No
Cents
$ 1,000.00
$ 3.000.00 .
Per Each
5.
1
Construct curb inlet Type OL -A
Each
(L = 7') per City of Newport
Beach STD - 305 -L, complete in
place.
@. Thirteen Hundred
Dollars
and
No
Cents
$ 1.300.00
$ 1:300.00
Per Each
6.
4
Construct junction structure #1
Each
as shown on the plans and per
City of Newport Beach STD - 310 -L,
complete in place.
@ One Thousand
Dollars
and
No
Cents
$ I- Gon_n0
$ a_nnn no
Per Each
7.
1
Construct tidal structure includ-
Each
ing 24" canal gate and cover as
shown on the plans, complete in
place.
@ Three Thnueand Five Hundred
Dollars
and
Cents
$-30 00-
�
$ 3.500
Per Each
g, 30 Construct reinforced concrete
Lineal Feet panel bulkhead including cop-
ing, tie backs, turn buckles,
and anchor blocks as shown on
the plans, complete in place.
@ Five Hundred Fifty Dollars
and
Cents $ Rgo nn $15,500.00_
Per inea oot
PR3of7
ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL
NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE
9. 225 Construct 6" aggregate base over
Tons compacted native soil.
@ Fifteen Dollars
and
No Cents $ 15.00 $ 3,375.00
Per Ton
10.
200
Construct A.C. base course
Tons
(Type III- B2- AR4000) to the
limits and thickness as shown on
the plans.
@ Thirty
Dollars
and
No
Cents
$ 30.00
$ 6,000.00
Per Ton
11.
85
Construct A.C. surface course
Tons
and variable thickness feather
joins (Type III- C3- AR4000) to
the limits as shown on the plans.
@ Thirty
Dollars
and
No
Cents
$ 3(T- on
$_Z,55n_0n
Per Ton
12.
820
Construct 4" A.C. (Type III -C3-
Sq. Feet
AR4000) alley garage approach.
@ One
Dollars
and
No
Cents
$ 1,00. .
$ s2o-no
_
Per Sq. Foot
13.
7,530
Construct 6" P.C.C. alley pave -
Sq. Feet
ment over compacted native soil.
@ Two
Dollars
and
Ten
Cents
$ JO
t; 813-00
Per Sq. Foot
14.
410
Construct 4" P.C.C. alley garage
Sq. -Feet
approach.
@ One
Dollars
and
Seventy
Cents
$ 1.70
$ 697.00
Per Sq. Foot
0 0 PR 4 of 7
ITEM
NO.
QUANTITY
AND UNIT
ITEM DESCRIPTION
UNIT PRICE WRITTEN IN WORDS
UNIT
PRICE
TOTAL
PRICE
15.
2,150
Construct 4" P.C.C. concrete side -
compacted native soil per City
q. TeRT
walk per City of Newport Beach
of Newport Beach STD - 114 -L.
STD - 110 -L.
@ Tixo—
Dollars
@ One
Dollars
and
and
$ 2.10
$ 220.50
Per q. Foot
Fifty
Cents
$ 1.50
$ 3.225.00
Construct 6" Type I P.C.C. com-
Per Sq. Foot
Sq. Feet
mercial drive approach over
16.
500
Construct 8" Type "A" P.C.C.
compacted native soil per City
Lineal Feet
curb and gutter per City of
of Newport Beach STD - 111 -L.
Newport Beach STD - 105 -L.
Dollars
@ Seven
Dollars
Tan
Cents
$ 9.70
and
Per Sq. Foot
Fifty
Cents
$ 7.50
$. 3.750.00
Per Lineal Foot
proach per City of Newport Beach
17. 105
Construct 6" Type II P.C.C.
Sq. Feet
residential drive approach over
compacted native soil per City
of Newport Beach STD - 114 -L.
@ Tixo—
Dollars
and
Cents
$ 2.10
$ 220.50
Per q. Foot
18. 230
Construct 6" Type I P.C.C. com-
Sq. Feet
mercial drive approach over
compacted native soil per City
of Newport Beach STD - 111 -L.
@ TWO
Dollars
and
Tan
Cents
$ 9.70
$ 4R1 on
Per Sq. Foot
19. 3
Construct 6" P.C.C. alley ap-
Each
proach per City of Newport Beach
STD - 117 -L.
@ Fnnr Hundred Twenty -five
Dollars
and
Nn
Cents
$ .:425.00.
$ 1.275+.On
Per Each
20. 200
Construct 8" P.C.C. cross-
Sq. Feet
gutters as shown on the plans
and per applicable portion of
City of Newport Beach STD - 100 -L.
@ TWO
Dollars
and
,
Seventy
Cents
$ 2.70
$ 64n nn
Per Sq. Foot
PR5of7
ITEM
QUANTITY
ITEM DESCRIPTION
UNIT
TOTAL
NO.
AND UNIT
UNIT PRICE WRITTEN IN WORDS
PRICE
PRICE
21.
150
Construct 8" P.C.C. spandrals as
Sq. Feet
shown on the plans and per appli-
cable portion of City of Newport
Beach STD -100 -L (including curb
within the return).
@ Three
Dollars
and
Ten
Cents
$ 3.10
$ 465.00
Per Sq. Foot
22.
465
Construct 6" A.C.P Class 150
Lineal Feet
water main including trench
patching in area not covered by
new street or alley pavement.
@ Eleven Dollars
and
No
Cents
$ 11.00
$ 5.1'15.00
Per Lineal Foot
23.
35
Construct 8" A.C. Class 150
Lineal Feet
water main as shown on plans,
complete in place.
@ Thirty
Dollars
and
11a
Cents
$ an
$ 1 s,0 n_nn
Per Lineal Foot
24.
30
Construct 12" A.C.P. Class 150
Lineal Feet
water main, as shown on
the plans
complete in place.
@ Eort-y.fiue
Dollars
and
No
Cents
$ :45..00.
$ 1,350.00
Per Lineal Foot
25.
2
Construct fire hydrant assembly
per
Each
City of Newport Beach STD -500 -L
and
as shown on the plans,complete in
place.
@ One Thousand Two Hundred
Dollars
and
No
Cents
$ 1_ 2oo'.00
$ 2,4o0.00
Per Each
0
PR6of7
ITEM
QUANTITY
ITEM DESCRIPTION
UNIT
TOTAL
NO.
AND UNIT
UNIT PRICE WRITTEN IN WORDS
PRICE
PRICE
26.
2
Construct 6" gate valve per City
Each
of Newport Beach STD - 508 -L.
@, Four Hundred Dollars
and
No Cents
$. 400.00
$ 800.00
Per Each
27.
18
Construct water service per City
Each
of Newport Beach STD -502 -L and
STD - 503 -L.
@ One Hundred and Fifty Dollars
and
No Cents
$ .150.00'.
$ 2.700:00
Per Each
28.
2
Adjust existing water valve box,
Each
survey monument box, or sewer clean-
out within the asphaltic concrete.
to finish grade.
@ Seyepty -Fives Dollars
and
No Cents
$ 75.00
$ 150.00
Per Each
29.
3
Adjust existing sewer manhole or
Each
water vault within the asphaltic
concrete to finish grade.
@One Hundred Twenty -Five Dollars
and
No Cents
$ .125:00 .
$ 37 _5 00
Per -Each
30.
Guard underground construction.
ump um
@ Five Hundred Dollars
and
No Cents
$ 5Q0'_110
$ sno nn
Per Lump Sum
I
TOTAL PRICE WRITTEN IN WORDS:
PR 7 of 7 j
One Hundred One Thousand Nine Hundred Sixty -Three Dollars
and
Fifty Cents -$ 101;963.50
1 rk Construct' n C an
Bidder`s Name
Authorized Signature
Ma>•rh_9, 1976 ,.
Date -
CONTRACTOR'S LICENSE NO. 285815 TELEPHONE NO. :(213)_537 -6470
CONTRACTOR'S ADDRESS i9aa rlatiyirk strPPt, Compton, California 90220
i.
INDEX
I
TO
SPECIAL PROVISIONS
FOR
STORM DRAIN AND STREET IMPROVEMENTS
FINLEY AVENUE FROM NEWPORT BOULEVARD
TO 34TH STREET
1975 -76
CONTRACT NO. 1668
Page
I.
SCOPE OF WORK . . . . . . . . . . . . . . . . . . . . . . .
. 1
II.
COMPLETION, SCHEDULE, AND PROSECUTION OF WORK . . . . . . .
. 1
A. General . . . . . . . . . . . . . . . . . . . . .
1
B. Alley Reconstruction . . . . . . . . . . . . . . . . .
. 2
III.
PAYMENT . . . . . . . . . . . . . . . . . . . . . . . . .
. 3
IV.
TRAFFIC CONTROL AND ACCESS . . . . . . . . . . . . . . . .
. 3
V.
PERMITS . . . . . . . . . . . . . . . . . . . . . . . . .
. 3
VI.
CONSTRUCTION SURVEY STAKING . . . . . . . . . . . . . . . .
. 4
VII.
NOTICE TO RESIDENCES . . . . . . . . . . . . . . . . . . .
. 4
VIII.
PROTECTION OF EXISTING UTILITIES AND STRUCTURES . . . . . .
. 4
IX.
PROTECTION OF EXISTING PROPERTY CORNERS . . . . . . . . . .
. 4
X.
WATER . . . . . . . . . . . . . . . . . . . . . . . . . .
. 5
XI.
GUARANTEE . . . . . . . . . . . . . . . . . . . . . . . .
. 5
XII.
SURFACE AND GROUNDWATER CONTROL . . . . . . . . . . . . . .
. 5
A. Surface Water . . . . . . . . . . . . . . . . . . . .
. 5
B. Groundwater . . . . . . . . . . . . . . . . . . . .
. 5
C. Dewatering . . . . . . . . . . . . . . . . . . . . .
5
XIII.
GUARDING UNDERGROUND CONSTRUCTION . . . . . . . . . . . . .
6
i.
INDEX Cont'd.
ii.
Page
XIV. CONSTRUCTION
DETAILS . . . . . . . . . . . . . . . . . . . .
6
A.
Clearing, Grubbing and Other Removals . . . . . . . . .
6
B.
Street and Alley Improvements . . . . . . . . . . . . .
6
1. Asphaltic Concrete Street Pavement . . . . . . . . .
6
2. Asphaltic Concrete Alley Pavement . . . . . . . .
7
3. Aggregate Base . . . . . . . . . . . . . . . . . .
7
4. P.C.C. Alley Pavement and Street Improvement . . . .
7
a. General . . . . . . . . . . . . . . . . . . . .
7
b. P.C.C. Alley Pavement . . . . . . . . . . . . .
7
5. Adjusting Utility Boxes, Manholes, Etc., to Grade
8
C.
Storm Drain Improvements . . . . . . . . . . . . . . .
8
1. Storm Drain Pipe, Bedding and Backfill . . . .
8
2. Curb Inlets, Junction Structures, Tidal Structure
and Tide Gate . . . . . . . . . . . . . . . . . . .
9
D.
34th Street Reinforced P.C.C. Bulkhead at the Rivo Alto
9
1. Removal . . . . . . . . . . . . . . . . . . . . . .
9
2. Structural Concrete- Bulkhead and Anchor Blocks . . .
9
3. P.C.C. Bulkhead and Appurtenances . . . . . . . . .
9
4. Sand Backfill . . . . . . . . . . . . . . . . . . .
10
E.
Water Main Replacement and Relocation . . . . . . . . .
10
ii.
0
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
SPECIAL PROVISIONS
FOR
• SP 1 of 10
STORM DRAIN AND STREET IMPROVEMENTS
FINLEY AVENUE FROM NEWPORT BOULEVARD
TO 34TH STREET
CONTRACT NO. 1668
I. SCOPE OF WORK
The work to be done under this contract consists of removal of existing street
and alley improvements; and construction of curbs, gutters sidewalks, A.C.
street paving, P.C.C. alley paving, storm drain pipe, curb inlets, tidal struc-
ture, reinforced concrete bulkhead, water main replacement, and other incidental
items of work as shown on the plans.
The contract requires completion of all work in accordance with these Special
Provisions, the Plans (Drawing No. D- 5081 -S), the City's Standard Special Pro-
visions and Standard Drawings, and the City's Standard Specifications (Standard
S ecifications for Public Works Construction 1973 Edition with 1974 Supplement),
copies of which are avails a at Bui ing News, Inc., 3055 Overland Avenue,
Los Angeles, California 90034, (213) 870 -9871. Copies of the City's Standard
Special Provisions and Drawings may be purchased at the Public Works Department
for $5.
II. COMPLETION, SCHEDULE, AND PROSECUTION OF WORK
A. General
The contractor shall complete all work on the contract within 100 consecu-
tive calendar days after award of the contract by the City Council and
as specified in Section 6 of the Standard Specifications.
The contractor shall submit a construction schedule for review by the
engineer. This schedule shall be approved by the engineer prior to the
start of any work. The construction schedule shall incorporate the fol-
lowing requirements:
1. Water main and alley construction shall be completed prior to the
storm drain construction.
2. Finley Avenue from Newport Boulevard to Clubhouse Avenue may be
closed during the day for 3 consecutive calendar days while the
water mains and alleys are under construction. Finley Avenue shall
be opened to traffic on temporary asphaltic concrete or aggregate
base surfacing at the end of each workday.
0
• SP2of10
3. The alleys may be closed for 26 consecutive calendar days as
described in Paragraph B of this Section,
4. Finley Avenue may only be closed to through traffic after the
alleys have been opened to traffic. Access across Finley Avenue
at the alleys shall be provided at all times except for one working
day for storm drain construction and short intervals for street
reconstruction.
Access to the Finley Tract area is very limited and will be difficult
during construction of the project. It is the intent of the scheduling
requirements listed above to maintain access to the area during construc-
tion by either the alleys or Finley Avenue. Alternatives to these
scheduling requirements will be considered by the engineer if they comply
with the intent of maintaining access to the area.
The work shall be carried on at such places at the project and also in
such order of precedence as may be found necessary by the engineer to
expedite the completion of the project and minimize obstruction to normal
use of streets and roads. Where work has begun on any portion or designa-
ted part of the project, it shall be carried forward to final completion
as rapidly as practicable.
All operations shall be conducted so as not to interfere unnecessarily
with the authorized work of utility companies or other agencies in any
public street, alley, way, or parking area.
B. Allev Reconstruction
Twenty -six (26) consecutive calendar days will be allowed for removals and
to construct the water main and the portland cement concrete pavement in
the alleysand the alley approaches at each end of the alleys. The comple-
tion of P.C.C. garage approaches and sidewalk, and the A.C. garage approaches
and feather joins is also included in this time.
In summary, the above requirements mean that the contractor will be allowed
a maximum of twenty -six (26) consecutive calendar days to complete all the
construction work in the alleys. The periods specified for construction
work include curing time for new portland cement concrete improvements as
specified in paragraph XIV B4 of these special provisions. This means that
each alley and every garage approach with access from that alley must be
returned to normal vehicular use within twenty -six (26) consecutive calendar
days from the day the alleys are first closed to such use.
The contractor will be assessed $100 per day (including Saturdays, Sundays,
and holidays) liquidated damages for each day in excess of the twenty -six
(26) consecutive calendar days allowed for 100% completion of the construc-
tion work in the alleys and the alleys' return to normal vehicular use.
This is in addition to the liquidated damages, as covered in Section 6 -9 of
the Standard Specifications, which will be assessed for failure to complete
the project within 100 days after award of the contract by the City Council.
The intent of this section of the Special Provisions is to emphasize to
the contractor the importance of prosecuting the alley construction in an
orderly, preplanned, continuous fashion so as to minimize the time alleys
are closed to vehicular traffic.
0
III. PAYMENT
SP 3 of 10
The unit or lump sum price bid for each item of work shown on the proposal
shall be considered as full compensation for all labor, equipment, materials,
and all other things necessary to complete the work in place, and no additional
allowance will be made therefor.
Payment for incidental items of work, not separately provided for in the pro-
posal, shall be included in the price bid for other related items of work.
IV. TRAFFIC CONTROL AND ACCESS
The contractor shall provide traffic control and access in compliance with
Subsection 7 -10 of the Standard Specifications, except as modified herein. The
contractor shall submit a traffic plan to the engineer for approval. This plan
shall be approved by the engineer prior to commencing any work. The plan shall
show the periods of street closure, if any, the location and signing of all
detours and barricades, and any other details required to assure that all through
and local traffic will be handled in a safe and efficient manner with a minimum
of inconvenience. All street closures shall be in accordance with Section II
of these Special Provisions.
V. PERMITS
The City has obtained the following approvals and permits which are available
for inspection at the Public Works Department:
1. Permit for discharge of waste water: County Sanitation Districts
of Orange County (see also Section XII, Surface and Groundwater
Control).
2. Project approval: California Regional Water Quality Control
Board - -Santa Ana Region (see also Section XII, Surface and
Groundwater Control).
3. Permit: California Coastal Zone Conservation Commission, South
Coast Regional Commission.
4. Permit: Department of the Army, Los Angeles District, Corps of
Engineers.
The contractor shall be responsible for making himself aware of and conducting
his operations in accordance with the requirements of these approvals and
permits. All costs involved in complying with these provisions shall be in-
cluded in the price bid for the various items of work, and no additional
compensation will be made therefor.
The contractor shall obtain the following permits prior to any construction:
1. Permit to perform excavation or trench work from the Division of
Industrial Safety, State of California (see Section XIII, Guarding
Underground Construction).
2. Permit to dispose of demolition at any sanitary landfill site in
Orange County, from the City Public Works Department at no charge
(see Section XIVA, Clearing and Grubbing).
0
VI. CONSTRUCTION SURVEY STAKING
• SP 4 of 10
Field surveys for control of construction shall be the responsibility of the
contractor. All such surveys, including construction staking, shall be under
the supervision of a California licensed surveyor or civil engineer. Staking
shall be performed on all items ordinarily requiring grade and alignment at
intervals normally accepted by the agencies and trades involved. Payment for
construction survey staking shall be considered as included in the various
items of work and no additional allowance will be made therefor.
VII. NOTICE TO RESIDENCES
The City will mail preliminary notice to all residents affected by this work.
Between 40 and 55 hours before closing a section of street or restricting
vehicular access to and from driveway approaches, the contractor shall dis-
tribute to each affected residence a written notice stating when construction
operations will start and approximately when vehicular accessibility will be
restored. Twenty -four (24) hours before shutting off water service to any
business or residence, the contractor shall distribute a separate written
notice stating the date and time the water will be shut off and the approxi-
mate time the water will be turned back on. The written notices will be pre-
pared by the City and the contractor shall insert the applicable dates at the
time he distributes the notice. Errors in distribution, false starts, acts of
God, strikes or other alterations of the schedule will require renotification
using an explanatory letter.
VIII. PROTECTION OF EXISTING UTILITIES AND STRUCTURES
Known utilities are indicated on the plans. Prior to performing construction
work, the contractor shall request each utility company to locate its facil-
ities. Construction of the storm drain and structural sections will cause
work to be performed under and very near existing sewer, gas, water, telephone
and electrical lines. The contractor shall protect in place and be responsible
for, at his own expense, any damage to utilities encountered during construc-
tion of the items shown on the plans. The contractor's attention is called to
Section 5 and Subsection 7 -9 of the Standard Specifications.
Existing buildings and structures abutting proposed improvements are indicated
on the plans. Prior to construction, the contractor shall verify the location
of existing buildings and structures and shall protect them in place and be
responsible for, at his own expense, any damage to them resulting from construc-
tion of the improvements.
The contractor is advised that other contractors or utilities may be installing
facilities on or adjacent to the project, and he shall coordinate with them in
order to facilitate orderly progress of all work.
IX. PROTECTION OF EXISTING PROPERTY CORNERS
Every effort shall be made by the contractor to protect any existing property
corner markers uncovered during construction. Should any of these corners be
disturbed, they shall be restored by the contractor at his expense and no
separate compensation will be made.
• • SP5of10
X. WATER
The contractor shall make his own provisions for obtaining and applying water
necessary to perform his work. If the contractor desires to use available City
water, it shall be his responsibility to make arrangements for water purchases
by contacting the City's Utilities Superintendent, Mr. Tom Phillips, at (714)
640 -2221.
XI. GUARANTEE
The contractor shall guarantee for a period of one year, after acceptance of
the work by the City Council, all materials and workmanship against any defects
whatsoever. Any such defects shall be repaired at the contractors expense.
XII. SURFACE AND GROUNDWATER CONTROL
A. Surface Water
Surface runoff water containing mud, silt, or other deleterious material
from the project shall be treated by filtration or retention in a settling
basin or basins, sufficient to prevent such waters from directly entering
storm drains or the bay. Prior to commencing construction, the contractor
shall submit a plan for implementing siltation control concurrently to the
City and to the California Regional Water Quality Control Board, Santa Ana
Region (6833 Indiana Avenue, Suite 1, Riverside, California 92506, Telephone
(714) 684 - 9330). Upon approval of the plan by the City and the Board, the
contractor shall be responsible for the implementation and maintenance of
the control facilities. The contractor's attention is called to Subsection
7 -8.1 of the Standard Specifications as regards project site maintenance.
Groundwater
It is anticipated that groundwater will be encountered at various times
and locations during the work herein contemplated. The contractor, by
submitting a bid, acknowledges that he has investigated the risks arising
from groundwater and has prepared his bid accordingly.
Dewatering
All water removed from excavations shall be pumped to a portable settling
box of a size and configuration capable of removing suspended solids from
the dewatering operation. The discharge from the box shall have a 21j"
standard fire hose connection. The discharge from the box shall be metered.
Water from the settling box shall be discharged into the nearest sewer
manhole. Discharge from the box will be periodically sampled by the Orange
County Sanitation District No. 5.
The City has obtained and paid for the necessary permit from Orange County
Sanitation District No. 5.
One standard fire hydrant meter will be furnished to the contractor and
may be picked up at the City's maintenance yard at 592 Superior Avenue
from the Utility Division.
All costs involved in the dewatering operation shall be included in the
price bid for the related item requiring dewatering.
• • • SP6of10
XIII. GUARDING UNDERGROUND CONSTRUCTION
Trench excavation and backfill shall conform to Section 306 -1 of the Standard
Specifications and these Special Provisions.
Guarding - -The walls and faces of all excavations over 5 feet in depth shall be
effectively guarded by a shoring system, sloping of the ground, or other equiva-
lent means. Trenches less than 5 feet in depth shall also be guarded when
examination indicates hazardous ground movement may be expected.
The contractor shall obtain a permit to perform excavation or trench work from
the Division of Industrial Safety, State of California, prior to any construc-
tion. The cost of providing all necessary information to obtain the permit and
the cost of complying with the provisions of the permit shall be included in
the lump sum price bid for guarding underground construction.
XIV. CONSTRUCTION DETAILS
A. Clearing, Grubbing and Other Removals
This work shall be performed in accordance with the applicable requirements
of Subsection 300 -1 of the Standard Specifications, except as modified
herein:
1. All P.C.C. and A.C. removals shall be sawcut to a minimum depth of
2 inches prior to removal.
2. All material removed during clearing and grubbing; remove and dispose
of; utilities reconstruction; or excavation from trench or street
areas down to the subgrade plane, that is not suitable for use on
this project as directed by the engineer, or as otherwise specified
herein, shall become the property of the contractor and shall be dis-
posed of away from the job site in a manner and at a location accept-
able to all cognizant agencies.
Excess clean sand obtained from excavations shall be placed and spread
at locations as directed by the engineer.
Prior to dumping any spoil or waste material from the job site at
any sanitary landfill site in the County of Orange, the contractor
shall obtain a "Permit to Dispose of Demolition" from the City Public
Works Department. There is no charge for this permit; its purpose
is to provide authorization for the contractor to use these disposal
facilities for excess material.
Items shown to be removed and replaced in kind shall be done in
accordance with Subsection 7 -9 of the Standard Specifications.
Payment for all removals shall be included in the various corresponding
items of reconstruction.
B. Street and Alley Improvements
1. Asphaltic Concrete Street Pavement
The A.C. to be furnished and placed for the base course shall be
Type III- B2- AR4000. The A.C. to be furnished and placed for the
surface course shall be Type III- C3- AR4000 in conformance with Section
400.4 of the City Standard Specifications.
. • SP7of10
2. Asphaltic Concrete Alley Pavement
The A.C. to be furnished and placed for the base course shall be
Type III- B2- AR4000 in conformance with Section 400.4 of the City
Standard Specifications.
The A.C. to be furnished and placed for the finish course and miscell-
aneous drive approaches shall be Type III- C3- AR4000 in conformance with
Section 400.4 of the City Standard Specifications.
A tack coat shall be applied in accordance with Subsection 302 -5.3
of the Standard Specifications. The cost of the tack coat shall be
included in the unit price bid for the associated asphalt concrete.
3. Aggregate Base
Aggregate Base shall conform to the requirements for processed miscel-
laneous base material in conformance with Section 200 -2.4 of the City
Standard Specifications and be placed in conformance with Section 301 -2
of the City Standard Specifications.
4. P.C.C. Alley Pavement and Street Improvement
a. General
All portland cement concrete shall be Class 564 -C -3000. Construc-
tion shall be performed according to the requirements of the appli-
cable sections of the Standard Specifications, except as herein
modified.
Aggregate base will not be required for the cross gutter or alley
approaches as shown on the standard drawings.
Portland cement concrete used for the cross gutter, street pavement,
alley pavement, and alley approaches shall attain a minimum modulus
of rupture of 600 psi (tested in accordance with ASTM designation:
C78 -64) within 28 days after placement. Portland cement concrete
shall be securely barricaded immediately following placement, and
no vehicular traffic shall be allowed thereon until beam tests
yield a minimum modulus of rupture of 550 psi.
Payment for constructing the P.C.C. spandrels shall include the
curb within the return.
Payment for constructing Type "A" P.C.C. curb and gutter shall
exclude curb inlet and local depression lengths and the curb
included in the spandrels.
b. P.C.C. Alley Pavement
The P.C.C. requirements described above and the schedule limita-
tions described in Section II of these Special Provisions, may
require the use of additional cement, special aggregates, or
admixtures to meet the specifications. The intent of these
Special Provisions is that the contractor prepare his bid in,
conformance with these strict limitations and no additional com-
pensation will be allowed for the extra materials that may be
required to meet these conditions.
n
lJ
0 SP8of 10
The contractor will be permitted to use concrete pumping methods
to facilitate concrete placement. Pumping concrete through
aluminum pipe will not be permitted.
All sidewalk or drive approaches that extend beyond the street or
alley right -of -way shall have a cold joint or, if placed mono-
lithically, a minimum 2" deep saw cut within 24 hours at the right
of way line.
Contact joints shall be constructed in conformance with the City
of Newport Beach Drawing No. STD - 120 -L. Alley joints shall be
constructed in conformance with City of Newport Beach Drawing No.
STD - 119 -L. Special care shall be taken to locate weakened plane
joints at water meter boxes, power poles, and all other critical
locations.
The cost of constructing flow diversion channels around manholes
at various locations as indicated on the Plans shall be included
in the unit price bid for constructing portland cement concrete
alley pavement and no additional compensation will be allowed.
Brick, flagstone or other miscellaneous walks not constructed of
portland cement concrete or asphaltic concrete shall be adjusted
to the new alley grades. Variable height 2 -inch redwood header
fence supports will be installed where support is required at
existing fences as indicated on the Plans.
Adjustment of Utility Boxes, Manholes, Etc. to Grade
All sewer manholes, water valve boxes, sewer cleanouts, water meter
boxes, and any other miscellaneous utility boxes shall be adjusted to
finish grade prior to placement of portland cement concrete. In the
event the utility box or structure is located in an area to be improved
with asphalt concrete, adjustment to finish grade shall be made after
the asphalt concrete pavement has been placed in a manner similar to
that described in Section 302 -5.7 of the Standard Specifications. The
cost of adjusting existing manholes, utility, and miscellaneous boxes
to grade in concrete construction areas shall be included in the unit
price bid of the concrete and no additional compensation will be
allowed. The adjustment of existing manholes, utility and miscellaneous
boxes to grade in asphalt construction shall be at the unit price bid
for these items .
Storm Drain Improvements
Storm Drain Pipe, Bedding and Backfill
Storm drain pipe and fittings shall be in accordance with Section 207 -6.2
of the Standard Specifications. The size and class shall be as shown
on the Plans.
Storm drain bedding shall conform to Class "C" bedding per City of
Newport Beach STD- 316 -L.
Backfill material in all pipe trenches above the bedding material and
around associated structures shall be placed and compacted in accordance
with Section 306 of the City Standard Specifications. Section 306 -1.3.5
• SP 9 of 10
of the City Standard Specifications is hereby amended to.require a
minimum of 95% relative compaction of all trench backfill in paved
areas. The contractor shall densify by jetting and /or ponding supple-
mented as required with mechanical devices to comply with this special
provision. It is the intent of this special provision that no trench
backfill settlement will be allowed.
All costs incurred in the abandonment or removal of existing storm
drain pipe shall be included in the unit price bid for constructing
the new storm drain pipe and additional compensation will not be made.
2. Curb Inlets. Junction Structures. Tidal Structure and Tide
All curb inlets shall have a protection bar installed per City of
Newport Beach STD - 300 -L.
Pre -cast catch basins may be acceptable; however, the design must be
approved by the engineer prior to construction.
The unit price bid for the construction of the storm drain tidal
structure shall include installation of the canal gate and all appur-
tenances as shown on the plans complete in place, and no additional
compensation shall be made.
D. 34th Street Reinforced P.C.C. Bulkhead at the Rivo Alto
1. Removal
The old wooden bulkhead and concrete and asphalt rubble shall be removed
where necessary for construction of the new bulkhead.
2. Structural Concrete - Bulkhead and Anchor Blocks
Structural concrete used in the bulkhead panels, coping, and anchor
blocks shall be class 564 -B -3000 using Type V Portland Cement.
3. P.C.C. Bulkhead and Appurtenances
The unit price bid per lineal foot of P.C.C. bulkhead and appurtenances
shall include the bulkhead panels, coping, tie rods, and anchor blocks,
in place as shown on the plans.
The panel units and coping shall be placed tightly against the existing
bulkheads.
The pile panels shall have a smooth finish on the side exposed to the
channel. The pile panels shall be kept continuously wet with water
for at least ten (10) days after placement and shall be allowed to
cure for at least twenty -eight (28) days or until the concrete has
reached its design compressive strength as determined by test cylinders
cured under conditions similar to those prevailing at the site before
being lifted and jetted or driven.
The panels shall be handled in such a way as to avoid bending or crack-
ing at any time. Extreme care shall be exercised to avoid breaking or
chipping any part of the panel. Damaged or inferior panels shall be
replaced at the Contractor's expense.
• . SP 10 of 10
The minimum equipment required for jetting shall consist of three
one -inch jet pipes supplied by pumps capable of delivering 500 G.P.M.
at approximately 250 P.S.I. pressure. Side jetting shall employ two
jets to maintain alignment.
The tie rods shall be thoroughly cleaned by wire brushing, scraping,
or sand blasting of all loose mill scale, rust, dirt, old paint, grease,
or other foreign matter that would interfere with adhesion of the pro-
tective materials.
The tie rods and turnbuckles shall be completely primed with one (1)
coat of bituminous primer of good body and substantial thickness free
of runs, drips, and festoons. After the bituminous primer is thoroughly
dry and hard, the rods and turnbuckles shall be given one (1) coat of
hot bituminous enamel applied to a thickness of not less than one
sixteenth (1/16) of an inch.
The contractor shall exercise extreme care to protect the bituminous
enamel coating during the construction operations. Any damage occurring
to the bituminous protective coating shall be repaired to the satisfac-
tion of the engineer.
The bituminous primer and enamel shall be bitumastic priming solution
and bitumastic enamel as manufactured by Wailes Dove - Hermiston Corpora-
tion or equal as approved by the engineer. All materials shall be
applied in accordance with the manufacturer's directions. Bituminous
primer shall dry to a tacky state in three (3) hours and hard to touch
within six (6) hours. Bituminous enamel shall not contain less than
twenty (20) nor more than thirty (30) percent inert filler material.
The tie rods and turnbuckles shall be coated with bituminous enamel and
the tie rods shall be encased with Schedule 40, Type II, P.V.C. pipe.
The P.V.C. pipe ends and turnbuckles shall be completely encased with
concrete as shown on the Plans.
4. Sand Backfill
The bulkhead shall be backfilled with sand. The sand shall be compacted
to 85% relative compaction. The backfill shall be sloped from approxi-
mately 6 inches below the top of the existing coping landward to the
existing ground elevation behind anchor blocks. Backfill shall be
placed in such a manner as to prevent any displacement of the bulkhead,
tie rods and anchors.
E. Water Main Replacement and Relocation
All water main replacement and relocation shall be performed in accordance
with the City's Standard Special Provisions and Specifications.
All water service connections to be reconnected due to the water main re-
placement and relocation shall be constructed in accordance with C.N.B.
Drawing No. STD -502 -L and STD - 503 -L.
The contractor shall be responsible for maintaining water service to the
businesses and residences affected by the water main work. Full service
shall be maintained during the night hours, and temporary disruptions in
water service during the day shall not exceed four (4) hours. See Section
VII, Notice to Residents, of these Special Provisions.
• !
RESOLUTION NO.
A RESOLUTION
OF NEWPORT B
CONSTRUCTION
IMPROVEMENTS
BOULEVARD TO
NO. 1668
OF THE CITY COUNCIL OF THE CITY
EACH AWARDING A CONTRACT TO CLARKE
COMPANY FOR STORM DRAIN AND STREET
AT FINLEY AVENUE FROM NEWPORT
34TH STREET, 1975 -76 - CONTRACT
WHEREAS, pursuant to the notice inviting bids for
work in connection with the storm drain and street improvements
at Finley Avenue from Newport Boulevard to 34th Street, in
accordance with the plans and specifications heretofore
adopted, bids were received on the 9th day of March, 1976,
and publicly opened and declared; and
WHEREAS, it appears that the lowest responsible
bidder therefore is Clarke Construction Company;
NOW,1HEREFORE, BE IT RESOLVED by the City Council
of the City of Newport Beach that the bid of Clarke Construction
Company for the work in the amount of $101,963.50 be accepted,
and that the contract for the described work be awarded to said
bidder;
BE IT FURTHER RESOLVED that the Mayor and City Clerk
are hereby authorized and directed to execute a contract in
accordance with the specifications, bid and this award on behalf
of the City of Newport Beach, and that the City Clerk be directed
to furnish an executed copy to the successful bidder.
ADOPTED this 22nd day of March
Mayor
ATTEST:
, 1976.
City Clerk DDO /bc
3/19/76
(n
S
n
rn
_3
2 7�0
8
C�
A
w
W
'M
O � y
A'
m
nil `iii
v
.i
U�`C
to
z.
N��II��lill�l�lll
_3
2 7�0
8
C�
A
w
W
'M
O � y
A'
m
nil `iii
v
.i
U�`C
to
z.
_3
\
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
CONTRACT DOCUMENTS
FOR
STORM DRAIN AND STREET IMPROVEMENTS
FINLEY AVENUE FROM NEWPORT BOULEVARD
Approved by the City Council this
23rd day of F bruary 1976.
'Doris George
Acting City Clerk
TO 34TH STREET
1975 -76
CONTRACT NO. 1668
SUBMITTED BY:
daYKe. Cons4r.sho., �or►��iay
Contractor �—
1834 G- 1datil'r- �{
Address
Comn�a� , Cr, 9oaao
City
(a03) 537- 6020
Phone
S o
Total Bi d Price
N,
Pa9e l
CITY OF NEWPORT BEACH, CALIFORNIA
NOTICE INVITING BIDS
SEALED BIDS will be received at the office of the City Clerk, City Hall, Newport Beach,
California, until 10:30 A.M. on the 9th day of March , 19 76,
at which time they will be opened and read, for performing work as fo lows:
STORM DRAIN AND STREET IMPROVEMENTS
FINLEY AVENUE FROM NEWPORT BOULEVARD TO 34TH STREET
1975 -76
CONTRACT NO. 1668
Bids must be submitted on the proposal form attached with the contract documents
furnished by the Public Works Department. The additional copy of the proposal form
is to be retained by the bidder for his records.
Each bid must be accompanied by cash, certified check or Bidder's Bond, made payable
to the City of Newport Beach, for an amount equal to at least 10 percent of the
amount bid.
The title of the project and the words "SEALED BID" shall be clearly marked on the
outside of the envelope containing the bid.
The contract documents that must be completed, executed, and returned in the sealed
bid are:
A. Proposal
B. Designation of Subcontractors
C. Bidder's Bond
D. Non - collusion Affidavit
E. Statement of Financial Responsibility
F. Technical Ability and Experience References
These documents shall be affixed with the signature and titles of the persons signing
on behalf of the bidder. For corporations, the signatures of the President or
Vice President and Secretary or Assistant Secretary are required an_�or�ppo�__r_a_te Seal
shall be affixed to all documents requiring signatures. In the case of a art ship,
the signature of at least one general partner is required.
No bids will be accepted from a contractor who has not been licensed in accordance with
the provisions of Chapter 9, Division III of the Business and Professions' Code. The
contractor shall state his license number and classification in the proposal.
One set of plans and contract documents, including special provisions, may be obtained
at the Public Works Department, City Hall, Newport Beach, California, at no cost to
licensed contractors. It is requested that the plans and contract documents be returned
within 2 weeks after the
(con t.)
Page la
The City has adopted the Standard S ecifications for Public Works Construction
(1973 Edition) as prepare y the out ern a i ornia Chapters of the American
Public Works Association and the Associated General Contractors of America. Copies
may be obtained from Building News, Inc., 3055 Overland Avenue, Los Angeles,
California 90034, (213) 870 -9871.
The City has adopted Standard Special Provisions and Standard Drawings. Copies of
these are available at the Public Works Department at a cost of $5.00 per set.
A standard "Certificate of Insurance for Contract Work for City" form has been
adopted by the City. This form is the only certificate of insurance acceptable
to the City. The successful low bidder will be required to complete this form
upon award of the contract.
For any required bonds, the company issuing Bid Bonds, Labor and Material Bonds,
and Faithful Performance Bonds must be an insurance company or surety company
licensed by the State of California. The companies must also have a current
General Policy Holders Rating of A or better; and a Financial Rating of at least
AAA as per the latest edition of Best's Key Rating Guide (Property - Liability).
In accordance with the provisions of Article 2, Chapter 1, Part 7 of the California
Labor Code (Sections 1770 et seq.), the City Council of the City of Newport Beach
has ascertained the general prevailing rate of per diem wages in the locality in
which the work is to be performed for each craft, classification, or type of workman
or mechanic needed to execute the contract and has set forth these items in Resolu-
tion No. 8701 adopted February 9, 1976. A copy of said resolution is available
in the office of the City Clerk. All parties to the contract shall be governed by
all provisions of the California Labor Code relating to prevailing wage rates
(Sections 1770 -1781 inclusive).
The City reserves the right to reject any or all bids and to waive any informality
in such bids.
Revised 2 -17 -76
0
Page 2
All bids are to be computed on the basis of,the given estimated quantities of work,
as indicated in this Proposal, times the unit price as submitted by the bidder. In case
of a discrepancy between words and figures, the words shall prevail. In case of an error
in the extension of a unit price, the corrected extension shall be calculated and the bids
will be computed as indicated above and compared on the basis of the corrected totals.
The estimated quantities of work indicated in this Proposal are approximate only,
being given solely as a basis for comparison of bids.
The undersigned has checked carefully all of the above figures and understands that
the City will not be responsible for any errors or omissions on the part of the under-
signed in making up this bid.
The undersigned agrees that in case of default in executing the required contract
with necessary bonds within ten (10) days, not including Saturday, Sunday and Federal
Holidays, after having received notice that the contract is ready for signature, the
proceeds of check or bond accompanying this bid shall become the property of the City
of Newport Beach.
Licensed in accordance with the Statutes of the State of California providin for
the registration of Contractors, License Not. 28 S8/.S Classification_,
Accompanying this proposal is B; C Do-i&
(Cash, Certified C ec ,, Cashier's Check or Bo—nUT
i
in an amount not less than 10 percent of the total bid price.
The undersigned is aware of the provisions of Section 3700 of the Labor Code which
require every employer to be insured against liability for workmen's compensation or to
undertake self- insurance in accordance with the provisions of that code, and agrees to
comply with such provisions before commencing the performance of the work of this contract,
,537- G47G C�QrkC C -s�Vr_ 6&a'Vf
Phone Number BVdd( s Name
(SEAL)
7f6 J a �, J. Cia. k� 0 WON
Date A ed Signature
Authorized Signature
I "dIV,dd4/
Type of Organization
(Individual, Corporation, or Co- Partnership)
List below names of President, Secretary, Treasurer and Manager if a corporation,
and names of all co- partners if a co- partnership:
DESIGNATION OF SUBCONTRACTORS
Page 3
The undersigned certifies that he has used the sub -bids of the following
listed contractors in making up his bid and that the subcontractors listed
will be used for the work for which they bid, subject to the approval of the
City Engineer, and in accordance with the applicable provisions of the
specifications. No change may be made in these subcontractors except upon
the prior approval of the Engineer.
Item of Work Subcontractor Address
2. S77ucr/iLt U+ tit ( mss, r; sfra -�-o
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
C � 4� KC �fJ�S /✓dc7' /Qy �.pn. 4�i
Bidder's Name
Authorized Signature
"Jodi d04 1
Type of Organization
(Individual, Co- partnership or Corp.)
1934- G!4d4,tC' lc &�
CoT96.2x0
� Cul
Address
0
NON- COLLUSION AFFIDAVIT
Page 5
The bidders, by its officers and agents or representatives present at the time of
filing this bid, being duly sworn on their oaths say, that neither they nor any of
them, have in any way, directly or indirectly, entered into any arrangement or agree-
ment with any other bidder, or with any public officer of such CITY OF NEWPORT BEACH
whereby such affiant or affiants or either of them, has paid or is to pay to such
bidder or public officer any sum of money, or has given or is to give to such other
bidder or public officer anything of value whatever, or such affiant or affiants or
either of them has not directly or indirectly, entered into any arrangement or agree-
ment with any other bidder or bidders, which tends to or does lessen or destroy free
competition in the letting of the contract sought for by the attached bids; that no
bid has been accepted from any subcontractor or materialman through any bid depository,
the Bylaws, Rules or Regulations of which prohibit or prevent the contractor from
considering any bid from any subcontractor or materialman which is not processed
through said bid depository, or which prevent any subcontractor or materialman from
bidding to any contractor who does not use the facilities of or accept bids from or
through such bid depository; that no inducement or any form or character other than
that which appears upon the face of the bid will be suggested, offered, paid, or
delivered to any person whomsoever to influence the acceptance of the said bid or
awarding of the contract, nor has this bidder any agreement or understanding of any
kind whatsoever, with any person whomsoever to pay, deliver to, or share with any
other person in any way or manner, any of the proceeds of the contracts sought by
this bid.
� CIa. Kc Co�s�r ✓ct�da CawG�a„
Us-ka Qs✓wh.,
Subscribed and sworn to before me
this__;ff/day of /%/i¢ ,
19 .
My commission expires:
OMC1AL BBAL
GARY L. CAMPBELL
m NOTARY PUBLIC - CALIFORNIA
a LOS ANGELES COUNTY
My Commission Expires Jan. 21, 1980
/ si
STATEMENT OF FINANCIAL RESPONSIBILITY
Tne undersigned submits herewith a statement of his financial responsibility
or agrees to submit a statement within 24 hours after the bid opening if he
is the apparent low bidder.
Page 6
CLARKE ANSTRUCTIONOCOMPANY
GENERAL ENGINEERING CONTRACTO
1934 Gladwick Street (213) 537 -6470 I
Compton, California 90220 License IS 285815
March 10, 1976
Honorable City Council
City of Newport Beach
3300 West Newport Beach
Newport Beach, California 92663
Gentlemen:
Ref: Finley Avenue Storm Drain and Street
Improvements
Submitted for your information are copies of my financial
statements. These statements reflect the financial position of Fleming and
Clarke, a partnership, and Fleming and Clarke Incorporated. I own fifty
per cent of both of these firms. The corporation and partnership are in
the process of liquidation. If you have any questions concerning these
statements please call my accountant fir. Jack Fuhler at (213) 466 -7204.
Very truly yours,
a CO
John. Clarke
JJC /wd
ACCOUNTANTS AND AUDITORS
a44 NORTH LARCHHONI SOUIE'ARD
SOS ANGELES 00004
February 26, 1976
Fleming b Clarke', Inc.
Compton, California
We have examined the balance sheet of Fleming & Clarke, Inc,
as of December 31, 1975, the related statements of income
and retained earnings for the period then ended. Our exami-
nation was made in accordance with ,generally accepted audit-
ing.standards, and accordingly included such tests of the
accounting,records and such other.auditing procedures as we
considered necessary in the circumstances.
r�
In our npinirm, .tho aforer),( -oi icim tI f In, ucial %I'ot'umonts prr-
sent fairly the financial position of the company at December
31, 1975, and the results of its operations for the period
then ended, in conformity with generally accepted accounting
principle, applied on a consistent basis.
ar
t�
is
iu.
BALANCE SHEET DECEMBER 31, 1975
w.
ASSETS
Cash in Crocker National Bank
La Habra office
110,896
Earned progress receivables (Schedule 1) 530,686
7T Prepaid expense and other assets 16.476
Total Assets (Ali Current) 658,06C
LIABILITIES
Accounts.and subcontract's payable
Due to Fleming & Clarke (partnership)
Federal income tax - estimated
Total Liabilities (All Current)
STOCKHOLDERS' alll L Y
-
Capital stock - authorized 7,500 shares
par value $10.00 per share
issued and outstanding 2,500 shares
re Retained earnings (Exhibit B)
Total Liabilities and Stockholders' Equity
See acco.m.penying ac ccwri t 2n t s' report
and notes to financirl statements.
-Ar
183,479
51,389
159,200
25,000
238,992z
394,o68
263,992
658,960
FLEMINa & CLARKE, INC.
STATEMENT OF INCOME AND. RETAINED EARNINGS PERIOD ENDED DECEMBER31, 105
Progress billings
Project costs and applicable overhead
Gross margin
Administrative expense
Net income before federal income tax
Federal income tax
Net income transferable to, retained earnings
RETAINED EARNINGS
Retained earnings June 30, 1975
Net income for the period ended December 31, 1975
Retained earnings December 31. 1975
A
See accompanying icco,lintants' report
and notes to financial statements.
1,898.548
1,508,593
389,955
30.24
359,711
159,200
200,511
38,481
200.511
233,992,
FLEMING & CLARKE, INC.
NOTES TO FINANCIAL STATEMENTS
1. Accounting policies
- Pwce uo.__4 qf_5.
DECEMBER 31, 1975
The corporation records profits or losses on its contracts
on.the percentage of completion method based on the company's
approved estimates of progress and work performed on con -
tracts. The corporate income tax returns are filed on the
1 same basis.
j... 2. Life insurance
The corporation is owner and beneficiary of insurance (Super
I
Life Plan) on the life of its two shareholders asset forth
- below:
T. L. Fleming 100,000
J. J. Clarke 100,000
Safeco Life Insurance
Co.
Safeco Life Insurance
Co.
A
57ccli�eic, f?a/ezc:
FLEMING &.CLP,RnE,
INC,
DETAIL. OF:
DECEMBER 31, 1975
I.
'
EARNED PROGRESS RECEIVABLES
.'
a
Due from
Current
Retention
Total
: ..1
Community Redevelopment Agency
Monterey Park
167,119
41,178
208,297
City of Signal Hill
41,458
4,606
46,064
County of Los Angeles
5,329
17,174
22,503
County of Los Angeles
1,563
33,268
34,831
City of Los Angeles
57,938
11,572
69,510
Seawind Companies
-
647
647
Standard Oil Company
IOl',106
47.728
148,831+
J
Ly
r.'
Total
374,513
156,173
530,686
ryhY:a
See accompanying accountants' report
and notes to fina.nrial,staLements.
.. :
'z.'.� -:'k5 r ,. +' -: .. d... ...+.z... .;• 11
.:. . - .�r- wYS:
=
,,,,. -yam -:
ACCOUNTANTS AND AUDITORS
1' 4<4 NORTH LARCHMONT BOULEVARD
LOS ANGELES 90004
February 6, 1976
Fleming Clarke (A Partnership)
Compton., California
We have examined the balance sheet of,Fleming b Clarke, a
partnership, as'of December 31, 1975, the related statements
of income and partners' equity and changes in financial
position for the year then ended, Our examination was made
in accordance with generally accepted auditing standards and
! included such tests of the accounting records and such other
auditing procedures as we considered necessary in the circum-
y:.
stances.
L.
in our opinion, the aforementioned financial statements pre-
t, sent fairly the financial position of Fleming & Clarke, a
partnership,. at December 31, 1975, and the results of its
operations and changes in financial position for the year
then ended, in conformity with generally accepted accounting
t. principles applied on a basis consistent with that of the
1' preceding .,year.
. . JllaU
6
.yam
ti
`i
:3
W
a
L
- Pwcs Vo._2 of 6
FLEMING & CLARKE
(A Partnership)
BALANCE SHEET DECEMBER 31, 1975
ASSETS
Current Assets
Cash in
Crocker National Bank, La Habra
Accounts receivable Fleming tr Clarke, Inc.
Accounts receivable - other
Total Current Assets.
Fixed Assets
Transportation equipment
Construction equipment
Office equipment
Total
Total Assets
See accompanying accountants' report
and notes to financial statements.
16,273
51,390
225
67,888
62,009 19,073
42,936
110,824
EXH.IBIT A
Accumulated
Remaining
Cost
Depreciation
Investment
52,061
16,628
35,433
1,668
524
1,144
8,280
1,921
6,359
62,009 19,073
42,936
110,824
EXH.IBIT A
P&G E:
No. —3_v__ v.
FLEMING CLARKE
(A Partnership)
BALANCE.SHEET
DECEMBER 314 1975
LIABILITIES.
Current Liabilities-
Accounts and subcontracts payable
43,407
Payroll taxes`
4,359
Union benefits.
12,836.
Compensation insurance
3,595
Total Liabilities - all current:
64,197
µ
PARTNERS' EQUITY
Capital
Share of
capital
12 -31 -74
Net Income Withdrawal
12 -31 -75
T. L. Fleming 18,598,
58,616 53,900
23,314
J. J. Clarke !8,597.
58;616 53,900
23.313
Total 37,195
117,232. 107,800
46,627
Total Liabilities and Partners' Equity
110,824
:i
See accompanying accountants' report
and notes to financial statements;
m
EXHIBIT A
I ::
f
Vv}
•
_ Pecs So.
LF of,_6.
.- FLEMING & CLARKE
(A Partnership)
I
STATEMENT OF INCOME.
YEAR ENDED DECEMBER
31, 1975
Project revenue (complete jobs)
466,531
Project costs incurred
321,021
Gross margin
145,510
Other income including equipment rental..
53.159
-
Total income
198,669
Indirect expense:
Health, welfare
6,645
Payroll tax "
1,982
Fuel, oii., maintenance
7.343
Workmen's compensation insurance
3,751
Bid expense
7,164
Telephone
4,189
Business travel
1,418
32,492
166,177
Administrative expense:
Office salaries 'F
15,488
Insurance ".
8,402
?
Professional services
2,931
Stationery, postage
3,214
Rent
2,311
r
Taxes, licenses, utilities
2,277.
f;.
Interest
1,162
35.785
'•
130.392 •
Depreciation
13,160
Net profit for the year ended December 31, 1975
117,232
See accompanying accountants' report
and notes to financial statements.
EXHIBIT 8
_ b FLEMING & CLARKE
(A. Partnership)
STATEMENT OF CHANGES IN FINANCIAL POSITION YEAR
P40E o. of 6
ENDED DECEMBER 31, 1975
Sources of working capital:
Net income for the period
117,232
Depreciation not affecting working capital
13,160
Working capital provided by operations
130,392
Reduction in other assets
1,382
Total sources of working capital
131.774
Uses of working capitale '
Purchase of fixed assets
10,688
Reduction in equipment encumbrances
7,762
Reduction in billings in excess of costs
80,700 .
Partners' withdrawals.
107,$00
Total uses of wor.king. cap ita1
206,950
'
i (Decrease) in working capital
(75,17
Analysis of changes,in'elements of working capital:
Increase ( decrease) in current assets:
Cash `:
(112,869)
Earned progress receivables
(69,301)
Accounts receivable.- Fleming Clarke, Inc.
51,390
Other receivables
(3,975)
. Total
(134,755)
(Increase) decrease in current liabilities:
Accounts payable
(73,927)
Accrued liabilities
14,348
Total
(59,579)
(Decrease) in working capital
X5,176).
See accwpanying accountants' report
and notes to financial statements.
EXHIGIT
j.
`.z
k
t
i ..
r
I �,y
t
I
9�.t, �.
FLEMING 6 CLARKE
(A Partnership)
pAU� �;o. 6 of 6
NOTES TO FINANCIAL STATEMENTS DECEMBER 31, 1975
1. Accounting policies.
The partnership records profits or losses on its contracts
on the completed contract method. Under this method, bill -
ings and costs are accumulated during the period of con -
struction but no profits are recorded before completion of
the work. The partnership tax returns are filed on the
same basis.
The cost of. fixed assets is depreciated over their esti-
mated useful lives using the straight -line method for both
income tax and financial. reporting purposes.
2. Income tax liability
No provision for income .taxes has been included in the
financial statements since each partners' respective share
of the.income must be reported on his personal tax return.
However, timely estimates have been filed by the respective.
partners.
The above notes Are an integral part
of the financial statements.
EXHIBIT D
Page 7
TECHNICAL ABILITY AND EXPERIENCE REFERENCES
The undersigned submits herewith a statement of the work of similar character to
that proposed herein which he has performed and successfully completed.
Year
1970 OYA -I�e Q. g,.j pt,4 NO QICko- 71q) 0034 -;3a6
A#3) 3.72-
+i74
ci' o4
Ala
Idor -,
157(
61 of Lds Aftjrl
j.
Rue ca►3I
d'31 -9 ,1//
157S'
( 01 s4. fiffm
Lew,
J;A, M, tcl, it, ( ao)
n1- /S-/J-
l�)) C;i; of Orr( f Milo KeM - -- (7 /0 _Sas- ¢9.1`/
I57)-
t . A. Co. Su, fur,o,
Ala
Idor -,
flro)'rc�i.Lr�i fo�i�.rc/ 6s F /,,.�..�o•.e�Cliri4' 1�,
r1AC- 2ef.,,Ve I d F /P&/;,rs oN,/ C/o.K. lore.
V ( C 30L J.Clf.k, 04,.<
1 Si g'ned
M
PR 1 of 7
i
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
STORM DRAIN AND STREET IMPROVEMENTS
FINLEY AVENUE FROM NEWPORT BOULEVARD
TO 34TH STREET
1975 -76
CONTRACT NO. 1668
PROPOSAL
To the Honorable City Council
City of Newport Beach
3300 West Newport Boulevard
Newport Beach, California 92663
Gentlemen:
The undersigned declares that he has carefully examined the location of the work, has read
the Notice Inviting Bids, has examined the Plans and Special Provisions, and hereby pro-
poses to furnish all meterials and do all the work required to complete Contract No. 1668
in accordance with the Plans and Specifications, and will take in full payment therefor
the following unit prices for the work, complete in place, to wit:
ITEM QUANTITY
NO. AND UNIT
ITEM DESCRIPTION
UNIT PRICE WRITTEN IN WORDS
UNIT
PRICE
TOTAL
PRICE
1. 18
Construct 24" (12 gage) corrugated
cement storm drain pipe as shown
IT— Linea Feet
aluminum storm drain pipe as shown
on the plans, complete in place.
on the plans, complete in place
f
@ 66,4,
@ ;r +) 4V? Dollars
i
and
No Cents $
o0
45
oQ
.0
$ /0
o®
��� Aoo —
Per Linea Foot
dJO
Cents
2. 360
Construct 24" Class IV asbestos
Lineal Feet
cement storm drain pipe as shown
on the plans, complete in place.
@ 66,4,
Dollars
and
00
45
o®
��� Aoo —
dJO
Cents
$
$
er Lineal Foot
3. 75
Construct 18" Class IV asbestos
Lineal Feet
cement storm drain pipe as shown
on the plans, complete in place.
j
@ T0'-
Dollars
pe
and
ao
9d _
3,000
N tl
Cents
$
$
Per Lineal Foot
PR2of 7
N0: AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE
4. 3 Construct curb inlet Type OL4
Each (L = 3.5') and modified'Type
I OL -A (L = 3.5') as shown on the
plans and per City of Newport
Beach STD - 305 -L, complete in
place. I
@ Qyt t40VI0.1 Dollars pp 0
and �Wf NO Cents $ $ 31
Per Each
5. 1 Construct curb inlet Type OL -A
Each (L = 7') per City of Newport
Beach STD - 305 -L, complete in
place.
@ Dollars
0
IUo Cents $ iW $ 1300�m
er Eac
6. 4 Construct junction structure #1
Each as shown on the plans and per
City of Newport Beach STD - 310 -L,
complete in place.
@ Q,t t4JVJ c . Dollars p0
and Cents $ ffiOO $ ��
i
Per Each
7. Construct tidal structure includ-
Each ing 24" canal gate and cover as
shown on the plans, complete in
place.
@ Aerr 400 O.4 T 1 pI hVW c���d Dollars nn/�� d� pe
and
�fl0 Cents $ 3St/U ' $ 3✓�Q
Per Each
8, 30 Construct reinforced concrete
Line— al Feet panel bulkhead including cop -
ing, tie backs, turn buckles,
and anchor blocks as shown on
the plans, complete in place.
@ WGG.,,.Grc% Dollars
and
vu Cents
Per Lineal Foot
0
0
PR3of7
ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL
NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE
9. 225 Construct 6" aggregate base over
Tons compacted native soil.
@ F t tit, Dollars
£CO
Na Cents $ $ 33 7.!;
Per Ton
10.
200
Construct A.C. base course
Tons
(Type III- B2- AR4000) to the
limits and thickness as shown on
iJ
the plans.
%
00
0
/Q00 o
tt00
@ n� +'�i
Dollars
!0 0
d
and
Op
��
A&
Cents
$
$
Per Ton
11.
85
Construct A.C. surface course
Tons
and variable thickness feather
joins (Type III- C3- AR4000) to
the limits as shown on the plans.
'`
00
�0
@ A �
Dollars
ee
2554
and
0_0p /
Cents
$���
$t�(
Per Ton
12.
820
Construct 4" A.C. (Type III -C3-
Sq. Feet
AR4000) alley garage approach.
f
@ one
Dollars
00
N0.
and
Cents
$ i—
$820
Per Sq. Foot
13.
7,530
Construct 6" P.C.C. alley pave-
Sq. Feet
ment over compacted native soil.
@ %o
Dollars
�p
oa
and
QQ
i+ "evi
Cents
$
$
Per Sq. Foot
14.
410
Construct 4" P.C.C. alley garage
Tq. �
approach.
@
Dollars
d
?p
Bp
/I
and
7 —�
IS Pop. t.�
Cents
$
$
Per Sq. Foot
0
.
PR 4 of 7
ITEM
OTAL
QUANTITY
ITEM DESCRIPTION
UNIT
NO.
AND UNIT
UNIT PRICE WRITTEN IN WORDS
PRICE
PRICE
15.
2,150
Construct 4" P.C.C. concrete side-
q. FeeF
walk per City of Newport Beach
STD- 110 -L.
@
Dollars
F�
and
j
%
3a
Cents
$
$
Per Sq. Foot
16.
500
Construct 8" Type "A" P.C.C.
Lineal Feet
curb and gutter per City of
Newport Beach STD - 105 -L.
'.
@ .$PJPti
Dollars
0
jJ
O
r
and
37s� I
Cents
$
$
Per Lineal Foot
17.
105
Construct 6" Type II P.C.C.
Sq. Feet
residential drive approach over
compacted native soil per City
of Newport Beach STD - 114 -L.
@ Two
Dollars
10
jp
ent
Trrr
Cs
$
Per Sq. Foot
18.
230
Construct 6" Type I P.C.C. com-
Sq. Feet
mercial drive approach over
compacted native soil per City
of Newport Beach STD - 111 -L.
`.
@ T4✓a
Dollars
0
and
a
9
Cents
$
Per Sq. Foot
19.
3
Construct 6" P.C.C. alley ap-
Each
proach per City of Newport Beach
STD- 117 -L.
@ Fogy,4vv, jr• /i f
Dollars
oa
oa
and
Cents
$gas
Per Each
20.
200
Construct 8" P.C.C. cross -
Sq. Feet
gutters as shown on the plans
and per applicable portion of
City of Newport Beach STD - 100 -L.
I
@ 7-4,0
Dollars
,ie
bd
S
PR5of7
I EM ..
QUANTITY
ITEM DESCRIPTION
UNIT
TOTAL
NO.
AND UNIT
UNIT PRICE WRITTEN IN WORDS
PRICE
PRICE
21.
150
Construct 8" P.C.C. spandrals as
Sq. Feet
shown on the plans and per appli-
cable portion of City of Newport
j
Beach STD -100 -L (including curb
within the return) .
@ Tk'«
Dollars
O O
T
and
?h
Cents
Per Sq. Foot
22.
465
Construct 6" A.C.P Class 150
Lineal feet
water main including trench
patching in area not covered by
new street or alley pavement.
f
@ Dollars
and
oC
BYO
Cents
$
��O
$ 571
Per Lineal foot
23.
35
Construct 8" A.C. Class 150
Lineal Feet
water main as shown on plans,
complete in place.
,
@ 7tir��S
Dollars
ee
Qe
and
30 r
t/1
lo.o
!(Jtl
Cents
$
$
Per Lineal Foot
24.
30
Construct 12" A.C.P. Class 150
Lineal Feet
water main, as shown on
the plans
complete in place.
�✓
@
�I�t
Dollars
o
oa
and
45
I3.50
No
Cents
$
$
Per Lineal Foot
25.
2
Construct fire hydrant assembly
per
Each
City of Newport Beach STD -500 -L
and
as shown on the plans,complete in
place.
@ 0,1e - gw,t,j -ryo Nv+drrd
Dollars
and
08
00
A)O
Cents
$
1 ;00
$
Per Each
•
PR 6 of 7
ITEM
QUANTITY
ITEM DESCRIPTION
UNIT
TOTAL
NO.
AND UNIT
UNIT PRICE WRITTEN IN WORDS
PRICE
PRICE
26.
2
Construct 6" gate valve per City
Eac'i
of Beach STD - 508 -L.
/Newport
4v Jam+
@ Tow, Dollars
oO
and
No Cents
$
�i
400
Q
$ 800
Per Each
27.
18
Construct water service per City
Each
of Newport Beach STD -502 -L and
STD - 503
//-L.
II
@ On• Nd » d,rJa.i Dollars
and
O e
No Cents
$15000
$
Per Each
28.
3
Adjust existing water valve box,
Each
survey monument box, or sewer clean -
out within the asphaltic concrete
to finish/ grade.
@ s evn»T7 Fly( Dollars
and No Cents
$
_ OO
7V
00
$ %s0
Per Each
29.
3
Adjust existing sewer manhole or
Each
water vault within the asphaltic
concrete to finish grade.
11 I/
@ Qae 6�nJrrd 4.09 Dollars
00
and
125
376-
Aly Cents
$
$
Per Each
30.
Guard underground construction.
;
i
Lump Sum
@ Five e Dollars
and
No Cents
$
5Gb
$ 54D
Per Lump Sum
TOTAL PRICE WRITTEN IN WORDS:
of a
Cents i /Ole i4 Al SO
PR7of7
gAut Biddderr Name ANdSignature) J.1 I cla, ke f%ww'
3- r -7G
Date
CONTRACTOR'S LICENSE NO. 285615- TELEPHONE NO.(v2/.3)
Y !
,. 0
Page 4
BIDDER'S BOND TO ACCOMPANY PROPOSAL
KNOW ALL MEN BY THESE PRESENTS,
That we, Clarke Construction Co. , as Principal,
and Covenant Mutual Insurance Company as Surety, are held
and firmly bound unto the City of Newport Beach, California, in the sum of Ten per cent
of the Bid in------------ Dollars ($ 108 ), lawful money of the United
States for the payment of which sum well and truly to be made, we bind ourselves,
jointly and severally, firmly by these presents.
THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH,
That if the proposal of the above bounden principal for the construction of
Storm Drain and Stree Im rov Blvd 34th
Street, Contract No. 1 68.
in the City of Newport Beach, is accepted by the City Council of said City, and if the
above bounden principal shall duly enter into and execute a contract for such construc-
tion and shall execute and deliver the two (2) bonds described in the "Notice Inviting
Bids" within ten (10) days (not including Saturday, Sunday and Federal Holidays) from
the date of the mailing of a notice to the above bounden principal by and from said City
of Newport Beach that said contract is ready for execution, then this obligation shall
become null and void; otherwise it be and remain in full force and effect, and the amount
specified herein shall be forfeited to the said City.
In the event that any principal above named executed this bond as an individual,
it is agreed that the death of any such principal shall not exonerate the surety from
its obligations under this bond.
IN WITNESS WHEREOF; we hereunto set our hands and seals this 9 day of
March
1976
Corporate Seal (If Corporation)
s
(Attach acknowledgement of
Attorney -in -Fact)
Clarke Construction Co
Principal
B
� �
R
ti
A
l
STATE OF CALIFORNIA,,
l
COUNTY Of L4cSl ifIT��CLx�S ss.
7/
ON �Cf 19_
before me, the undersigned, a Notary Public in and for said State, personally appeared
J
1?/ dLT/oit/ CQ known to me,
o =elciAL s nI. �! to be the person— whose name_ ____ ._ _ f? _subscribed to the within Instrument,
" € GARY L. CAMPBELL jI and acknowledged to me that —he executed the same.
^NOTARY PUBLlC- CALIFORNIA {
„" ' > os ANGELES cou NTY. WITNESS my hand and official seal.
MY Commission Expires Jan. 21', 1980
/ ry Public in and fm 4-'S'tate.
i °•
State of California
County of Los Angeles ss.
On this 9 day of March 1976, before me personally came
` Barbara Blumer
to me known, who being by me duly sworn, did depose and say: that he is Aftorney(s)-in -Fact of Covenant Mutual
Insurance Company, the Corporation described in and which executed the foregoing instrument; that he know(s)
the seal of said Corporation; that the seal affixed to said instrument is such corporate seal; that it was so affixed
by authority granted to him in accordance with the By -Laws of the said Corporation, and that he signed his name
thereto by like authority.
_ 11,11, 111,,111' 1'1111,1,11,1un 1111,n1 I 11 „ii 111„ 1111,,,,,, 1111,1111111111111111 i I. ,,,,,,,,,,,,,,, i 1111, i4
OFFICIAL SEAL
SANDRA COLEMAN _ Q�
�/ NOTARY PV
_C 6LIC CALIFORNIA = pop (Notary Public)
T PRINCIPAL OFFICE IN ?
LOS ANGELES COUNTY =
My Commission Expires May 26, 1979
a—•... �•... 1•,•,• 1.•.•.•••• �..•. ��.., 1. 1•••- ..•1•,•,mmnwmwuuurcuuw,uuwuumn3
. .. ..::... .. .. ...... ......,.,._,... �._......_._.....:::.::..<, M:.._. �_..-. �..v_.... ......__,..x_:.:. >:.,.�,__:.... ms.µ:..... :.< .. ..