HomeMy WebLinkAbout7/3/2002 - STAFF REPORTS (12) DATE: July 3, 2002
k TO: City Council
FROM: Director of Public Works/City Engineer
CITYWIDE ARHM OVERLAY PROJECT
RECOMMENDATION:
That the City Council approve and adopt the plans, specifications and working
details, and authorize advertisement for construction bids for the Citywide ARHM
Overlay Project, City Project 02-01.
SUMMARY:
Section 7.03.040 of the Procurement and Contracting Code requires that Council
approve and adopt plans, specifications and working details, and authorize the bid
request for all public projects in excess of $100,000. Approval of this project will
allow staff to proceed with this public project, with an estimated cost of$384,000.
BACKGROUND:
The Public Works Department oversees the maintenance of the City's street system.
Each year, the Department assembles a capital project to continue its Slurry Seal
Program on various City streets. In some cases,certain streets require additional
preventive maintenance than a normal slurry seal can provide. In those cases, an
overlay of asphalt rubber hot mix (ARHM) material is used to seal larger cracks and
overlay the entire street to provide for its extended life. As an incentive to using
ARHM overlays, the material includes rubber generated from scrap tires, allowing
the City to be environmentally-sensitive in the use of recycled materials.
The Department has identified certain streets that require ARHM overlays, those
being: Stevens Road, from Indian Canyon Drive to its easterly end; Crossley Road,
from Mesquite Avenue to 34"Avenue, Calle Abronia, from Ramon Road to Camino
Parocela; and Calle Palo Fiero, from Sunny Dunes Road to North Riverside Drive.
The ARHM overlay plans and specifications have been prepared by Department
staff, are ready for Council approval and the subsequent advertisement for
construction bids.
Section 7 03.040 of the newly enacted Procurement and Contracting Code requires
that for public projects in excess of$100,000 Council approve and adopt the plans,
specifications and working details, and authorize staff to advertise for construction
bids. The Engineer's Estimate for this project is $384,000.
8 A
Citywide ARHM Overlay Project
July 3, 20C2
Page 2
This action is being brought before Council to be in compliance with the
Procurement and Contracting Code. Following Council's approval of the plans and
specifications, and authorization to advertise for construction bids, staff will schedule
bid advertisements with a bid opening date of July 26, 2002.
SUBMITTED
DAVID J. BARAKIAN
Director of Public Works, City Engineer
APPROVED. :
City Manager /
ATTACHMENTS
1. Minute Order
REVIEWED BY DEPT. OF FINANCE
20�1
CITY OF PALM SPRINGS, CALIFORNIA �f
PUBLIC WORKS AND
ENGINEERING DEPARTMENT
NOTICE TO BIDDERS, PROPOSAL, CONTRACT, AND
SPECIAL PROVISIONS
FOR CONSTRUCTION OF THE:
CITYWIDE ARHM OVERLAY PROJECT
CITY PROJECT NO. 02-01
IN THE CITY OF PALM SPRINGS
July 2002
OF ?ALAI S
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aPORAI EO
10FOP.
David J. Barakian, P.E., Director of Public Works/City Engineer
Bids Open: July 26, 2002
Dated: July 1, 2002
NOTICE TO BIDDERS, PROPOSAL, CONTRACT, AND
SPECIAL PROVISIONS
TABLE OF CONTENTS
PART I -- BIDDING AND CONTRACTUAL DOCUMENTS AND FORMS
Notice Inviting Bids
Instructions to Bidders
Bid Forms
Bid (Proposal)
Bid Schedule
List of Subcontractors
Non-collusion Affidavit
Bid Bond (Bid Security Form)
Bidder' s General Information
Agreement and Bonds
Agreement Form
Worker' s Compensation Certificate
Performance Bond
Payment Bond
Certificate of Insurance
PART II -- SPECIAL PROVISIONS
Section 1 - Terms, Definitions, Abbreviations,
and Symbols
Section 2 - Scope and Control of Work
Section 3 - Changes in Work
Section 4 - Control of Materials
Section 5 - Utilities
Section 6 - Prosecution, Progress, and Acceptance
of the Work
Section 7 - Responsibilities of the Contractor
Section 8 - Facilities for Agency Personnel
Section 9 - Measurement and Payment
Section 10 - Construction Details
PART III -- APPENDIX
City of Palm Springs Standard Drawings
Caltrans Standard Drawings
CITYWIDE ARHM OVERLAY PROJECT SPECIAL PROVISIONS
CITY PROJECT NO.02-01 GENERAL CONTENTS-PAGE 1
7/1/02
CITY OF PALM SPRINGS
PUBLIC WORKS AND
ENGINEERING DEPARTMENT
PART I - BIDDING AND CONTRACTUAL
DOCUMENTS AND FORMS
CITYWIDE ARHM OVERLAY PROJECT
CITY PROJECT NO. 02-01
Notice Inviting Bids'
Instructions to Bidders
Bid Forms
Bid (Proposal)
Bid Schedule
List of Subcontractors
Non-Collusion Affidavit
Bid Bond (Bid 'Security Form)
Bidder' s General Information
Agreement and Bonds
Agreement Form
Worker' s Compensation Certificate
Performance Bond
Payment Bond
Certificate of Insurance
CITYWIDE ARHM OVERLAY PROJECT PART 1 CONTENTS
CITY PROJECT NO.02-01 PAGE 1
7/1/02
CITY OF PALM SPRINGS
NOTICE INVITING BIDS
For constructing the Citywide ARHM Overlay Project
Project No. 02-01
N-1 NOTICE IS HEREBY GIVEN that sealed bids for the Citywide ARHM
Overlay Project will be received at the office of the Director of
Procurement and Contracting of the City of Palm Springs, California,
until 2 : 00 P.M. on July 26, 2002, at which time they will be opened
and read aloud.
N-2 DESCRIPTION OF THE WORK: The Work comprises the construction of
ARHM overlay, cold planning and grinding of existing asphalt concrete
pavement, traffic striping and markings, construction of new asphalt
concrete pavement; and all appurtenant work.
N-3 AWARD OF CONTRACT:
(a) The City reserves the right after opening bids to reject any
or all bids, to waive any informality (non-responsiveness) in a bid,
or to make award to the lowest responsive, responsible bidder on she
basis of the total sum of Bid Schedules A, B, C and D inclusive and
reject all other bids, as it may best serve the interest of the City.
Bidders shall bid on all Bid Schedules.
(b) As a condition of award, the successful bidder will be
required to submit payment and performance bonds and insurance.
N-4 BID SECURITY: each bid shall be accompanied by a certified or
cashier' s check or Bid Bond in the amount of 10 percent of the total
sum of Bid Schedules A, B, C and D inclusive, payable to the City of
Palm Springs .
N-5 BIDS TO REMAIN OPEN: The Bidder shall guarantee the Total Bid
Price for a period of 60 calendar days from the date of bid opening.
N-6 CONTRACTOR'S LICENSE CLASSIFICATION: The Contractor shall
possess a valid Class "A' or "C-12" Contractor license at the time of
submitting bids .
N-7 CALIFORNIA WAGE RATE REQUIREMENTS: The Contractor shall pay the
general prevailing rate of per diem wages as determined by the
Director of the Department of Industrial Relations of the State of
California for the locality where the work is to be performed. A copy
of said wage rates is on file at the office of the City Engineer.
The Contractor and any subcontractors shall pay not less than said
specified rates and shall post a copy of said wage rates at the
project site.
CITYWIDE ARHM OVERLAY PROJECT NOTICE INVITING BIDS
CITY PROJECT NO.02-01 PAGE 1
6/20/02
N-S RETAINAGE FROM PAYMENTS: The', Contractor may elect to receive 100
percent of payments due under the Contract Documents from time to
time, without retention of any portion of the payment by the City, by
depositing securities of equivalent value with the City in accordance
with the provisions of Section 22300 of the Public Contract Code.
N-9 OBTAINING OR INSPECTING CONTRACT DOCUMENTS:
(a) Contract Documents may be inspected without charge at the
office of the City Engineer, 3200 East Tahquitz Canyon Way, Palm
Springs, CA 92262 .
(b) Complete sets of said Contract Documents may be purchased at
$35 .00 per set and are obtainable from the office of the City
Engineer, 3200 East Tahquitz Canyon Way, Palm Springs, CA 92262 . No
refund will be made of any charges for sets of Contract Documents.
(c) An additional fee of $20 . 00 will be charged for sets of
documents sent by mail.
N-:10 ADDRESS AND MARKING OF BIDS: The envelope enclosing the Bid
shall be sealed and addressed tolthe City of Palm Springs, and shall
be delivered or mailed to the Director of Procurement and Contracting
at 3200 East Tahquitz Canyon Way, Palm Springs, CA 92262 . The
envelope shall be plainly marked in the upper left hand corner with
the name and address of the Bidder and shall bear the words "Bid
For. . " followed by the title of ,the Project and the date and hour of
opening Bids . The certified or cashier' s check or Bid Bond shall be
enclosed in the same envelope with the Bid.
BY ORDER OF THE CITY OF PALM SPRINGS
Date Jclkf 2 2002- CITY OF PALM SPRINGS
By �G
David J. Barakian, PE
Director of Public Works / City Engineer
City of Palm Springs
CITYWIDE ARHM OVERLAY PROJECT NOTICE INVITING BIDS
CITY PROJECT NO.02-01 PAGE 2
6/20/02
CITY OF PALM SPRINGS
INSTRUCTIONS TO BIDDERS
1. DEFINED TERMS - Terms used in these Instructions to Bidders and the Notice Inviting Bids and not
defined herein shall have the meanings assigned to them in the General and Special Provisions. The term "Bidder"
shall mean one who submits a Bid directly to the City, as distinct from a sub-bidder, who submits a Bid to a
Bidder. The term "Engineer" shall be as defined in the Special Provisions.
2. COMPETENCY OF BIDDERS - In selecting the lowest responsive, responsible Bidder, consideration will be
given not only to the financial standing of the Bidder, but also to the general competency of the Bidder for the
performance of the Work covered by the Bid. To this end, each Bid shall be supported by a statement of the
Bidder's experience as of recent date on the form entitled "Bidder's General Information," bound herein. Except as
otherwise provided under Public Contract Code §20103.5, no Bid for the Work will be accepted from a contractor
who does not hold a valid contractor's license in the State of Califomia for the classifications named in the Notice
Inviting Bids at the time of award.
3. DISQUALIFICATION OF BIDDERS - More than one Bid from an individual, firm, partnership, corporation,
or association under the same or different names will not be considered. If the City believes that any Bidder is
interested in more than one Bid for the Work contemplated, all Bids in which such Bidder is interested will be
rejected. If the City believes that collusion exists among the Bidders, all Bids will be rejected.
4. BIDDER'S EXAMINATION OF CONTRACT DOCUMENTS AND THE SITE —
a) It is the responsibility of each Bidder before submitting a Bid to examine the Contract Documents
thoroughly; visit the site to become familiar with local conditions that may affect cost, progress, or performance of
the Work; consider federal, state, and local laws and regulations that may affect cost, progress, or performance of
the Work; study and carefully correlate the Bidder's observations with the Contract Documents; and notify the
Engineer of all conflicts, errors, or discrepancies noted in the Contract Documents.
(b) Reference is made to the Special Provisions for identification of those reports of explorations and tests
of subsurface conditions at the site which may have been utilized by the Engineer in the preparation of the
Contract Documents. However, such reports are NOT a part of the Contract Documents. The interpretation of
such technical data, including any interpolation or extrapolation thereof, together with non-technical data,
interpretations, and opinions contained therein or the completeness thereof is the responsibility of the Bidder.
(c) Copies of such reports and drawings will be made available for inspection by the City to any Bidder
upon request. Those reports and drawings are NOT part of the Contract Documents, but any technical data
contained therein upon which the Bidder is entitled to rely is limited to that set forth in the Special Provisions.
(d) Subject to the provisions of Section 4215 of the California Government Code, information and data
reflected in the Contract Documents with respect to underground utilities at or contiguous to the site is based
upon information and data furnished to the City and the Engineer by the owners of such underground utilities or
others, and the City does not assume responsibility for the accuracy or completeness thereof unless it is expressly
provided otherwise in the Special Provisions.
(a) Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders on
subsurface conditions, underground utilities and other physical conditions, and possible changes in the Contract
Documents due to differing conditions appear in the Standard Specifications and Special Provisions.
(f) Before submitting a Bid, each Bidder must, at Bidder's own expense, make or obtain any additional
examinations and investigations which pertain to the physical conditions (surface, subsurface, and underground
utilities) at or contiguous to the site or otherwise which may affect cost, progress, or performance of the Work
and which the Bidder deems necessary to determine its Bid for performing the Work in accordance with the time,
price, and other terms and conditions of the Contract Documents.
(g) Where feasible, upon request in advance, the City will provide each Bidder access to the site to
conduct such investigations and tests as each Bidder deems necessary for submittal of a Bid. The Bidder shall fill
all exploration and test holes made by the Bidder and shall repair damage, clean up, and restore the site to its
former condition upon completion of such exploration.
(h) The lands upon which the Work is to be performed, the rights-of-way and easements for access
thereto, and other lands designated for use by the Contractor in performing the Work are identified in the Contract
CITYWIDE ARHM OVERLAY PROJECT INSTRUCTIONS TO BIDDERS
CITY PROJECT NO 02-01 PAGE 1
711/02
Documents. All additional lands and access thereto required for temporary construction facilities or storage of
materials and equipment are to be provided by the Contractor. Easement for permanent structures or permanent
changes in existing structures will be obtained and paid for by the City unless otherwise provided in the Contract
Documents.
(i) The submittal of a Bid will constitute an incontrovertible representation by the Bidder that the Bidder
has complied with every requirement of this Article; that without exception the Bid is premised upon performing
the Work required by the Contract Documents and suchlmeans, methods, techniques, sequences, or procedures
of construction as may be indicated in or required by the!Contract Documents; and that the Contract Documents
are sufficient in scope and detail to indicate and convey understanding of all the terms and conditions for
performance of the Work.
5. INTERPRETATIONS - All questions about the meaning or intent of the Contract Documents are to be
directed to the Engineer. Interpretations or clarifications considered necessary by the Engineer in response to such
questions will be resolved by the issuance of Addenda mailed or delivered to all parties recorded by the Engineer or
the City as having received the Contract Documents. Questions received less than 5 days prior to the date of
opening Bids may not be answered. Only questions that have been resolved by formal written Addenda will be
binding. Oral and other interpretations or clarifications will be without legal or contractual effect.
6. BID SECURITY, BONDS, AND INSURANCE - Each Bid shall be accompanied by a certified or cashier's
check or approved Bid Bond in the amount stated in the Notice Inviting Bids. Said check or bond shall be made
payable to the City and shall be given as a guarantee that the Bidder, if awarded the Work, will enter into an
Agreement with the City and will furnish the necessary, insurance certificates, Payment Bond, and Performance
Bond. Each of said bonds and insurance certificates shall be in the amounts stated in the Standard Specifications
or Special Provisions. In case of refusal or failure of the successful Bidder to enter into said Agreement, the check
or Bid Bond, as the case may be, shall be forfeited to the City. If the Bidder elects to furnish a Bid Bond as its
security, the Bidder shall use the Bid Bond form bound herein, or one conforming substantially to it in form.
7. RETURN OF BID SECURITY - Within 14 days after award of the Contract, the City will return all bid
securities accompanying such of the Bids that are not considered in making the award. All other Bid securities will
be held until the Agreement has been finally executed. They will then be returned to the respective Bidders whose
Bids they accompany.
8. BID FORM -The Bid shall be made on the Bid Schedule sheets bound herein. Unless otherwise provided in
the Notice Inviting Bids, in the event there is more than one Bid Schedule, the Bidder may Bid on any individual
schedule or on any combination of schedules. All bid items shall be properly filled out. Where so indicated in the
Bid Documents, Bid price shall be shown in words and figures, and in the event of any conflict between the words
and figures, the words shall govern. The envelope enclosing the sealed bids shall be plainly marked in the upper
left-hand corner with the name and address of the Bidder and shall bear the words "BID FOR," followed by the
title: of the Contract Documents for the Work, the name of the "CITY OF PALM SPRINGS," the address where the
bids are to be delivered or mailed to, and the date and hour of opening of bids. The Bid Security shall be enclosed
in the same envelope with the Bid.
9. SUBMITTAL OF BIDS - The Bids shall be delivered by the time and to the place stipulated in the Notice
Inviting Bids. It is the Bidder's sole responsibility to see that its Bid is received in proper time. Bids will not be
accepted after the appointed time for opening of bids, no matter what the reason.
10. DISCREPANCIES IN BIDS - In the event that there is more than one Bid Item in the Bid Schedule, the
Bidder shall furnish a price for all Bid Items in the! schedule, and failure to do so will render the Bid as
non-responsive and may cause its rejection. In the event that there are unit price Bid Items in a Bid Schedule and
the: "amount" indicated for a unit price Bid Item does not equal the product of the unit price and quantity listed,
the unit price shall govern and the amount will be corrected accordingly, and the Contractor shall be bound by
such correction, subject to the provisions of Section 5',100 at seq. of the California Public Contract Code. In the
event that there is more than one Bid Item in a Bid Schedule and the total indicated for the schedule does not
agree with the sum of prices Bid on the individual items, the prices bid on the individual items shall govern and the
total for the schedule will be corrected accordingly, and the Contractor shall be bound by said correction, subject
to the provisions of Section 5100 at seq, of the California Public Contract Code.
11. QUANTITIES OF WORK -
(a) The quantities of work or material stated,in unit price items of the Bid are supplied only to give an
indication of the general scope of the Work; the City,does not expressly or by implication agree that the actual
amount of work or material will correspond therewith.
CITYWIDE ARHM OVERLAY PROJECT INSTRUCTIONS TO BIDDERS
CITY PROJECT NO.02-01 PAGE 2
7/1/02
(b) In the event of an increase or decrease in a bid item quantity of a unit price contract, the total amount
of work actually done or materials or equipment furnished shall be paid for according to the unit prices established
for such work under the Contract Documents; provided, that on unit price contracts, increases of more than 25
percent, decreases of more than 25 percent, and eliminated items shall be adjusted as provided in Section 3 of the
Standard Specifications and Special Provisions.
12. WITHDRAWAL OF BID - The Bid may be withdrawn by the Bidder by means of a written request, signed
by the Bidder or it's properly authorized representative. Such written request must be delivered to the place
stipulated in the Notice Inviting Bids prior to the scheduled closing time for receipt of Bids.
13. MODIFICATIONS AND UNAUTHORIZED ALTERNATIVE BIDS - Unauthorized conditions, limitations, or
provisos attached to the Bid will render it informal and may cause its rejection as being non-responsive. The
completed Bid forms shall be without interlineation, alterations, or erasures. Alternative Bids will not be
considered unless expressly called for in the Notice Inviting Bids. Oral, FAX, telegraphic, or telephone Bids or
modifications will not be considered.
14. LIQUIDATED DAMAGES - Provisions for liquidated damages, if any, shall be as set forth in the Agreement
and the provisions of the Special Provisions.
15. SUBSTITUTE OR "OR-EQUAL" ITEMS -The procedure for submittal of any application for a substitute or
"or-equal" item by the Contractor and consideration by the Engineer is set forth in Section 4 of the Standard
Specifications and Special Provisions.
16. AWARD OF CONTRACT - Award of Contract, if it is awarded, will be based primarily on the lowest
overall cost to the City, and will be made to a responsive, responsible Bidder whose Bid complies with all the
requirements prescribed. Unless otherwise specified, any such award will be made within the period stated in the
Notice Inviting Bids that the Bids are to remain open, unless extended by mutual agreement of the bidders. Unless
otherwise indicated, a single award will not be made for less than all the Bid Items of an individual Bid Schedule.
In the event the Work is contained in more than one Bid Schedule, the City may award schedules individually or in
combination. In the case of 2 ur more Bid Schedules which are alternative to each other, only one of such
alternative schedules will be awarded.
17. EXECUTION OF AGREEMENT - The Bidder to whom award is made shall execute a written Agreement
with the City on the form of agreement provided, shall secure all insurance, and shall furnish all certificates and
bonds required by the Contract Documents within 15 calendar days after receipt of the Agreement forms from the
City. Failure or refusal to enter into an Agreement as herein provided or to conform to any of the stipulated
requirements in connection therewith shall be just cause for an annulment of the award and forfeiture of the Bid
Security. If the lowest responsive, responsible bidder refuses or fails to execute the Agreement, the City may
award the Contract to the second lowest responsive, responsible Bidder. If the second lowest responsive,
responsible Bidder refuses or fails to execute the Agreement, the City may award the Contract to the third lowest
responsive, responsible Bidder. On the failure or refusal of such second or third lowest Bidder to execute the
Agreement, each such bidder's Bid Securities shall be likewise forfeited to the City.
18. WORKER'S COMPENSATION REQUIREMENT - The Bidder should be aware that in accordance with laws
of the State of California, the Bidder will, if awarded the Contract, be required to secure the payment of
compensation to its employees and execute the Worker's Compensation Certification.
19. LOCAL BUSINESS PROMOTION —
(a) In determining the lowest responsible Bidder, the following provisions of Section 3.12.205 of the City
of Palm Springs Municipal Code shall be applied to a Bid submitted by a local business enterprise or contractor:
For any contract for services, including construction services, a reciprocal preference shalt be given as
against a non-local business enterprise contractor from any state, county or city that gives or requires a
preference to contractors from that entity in award of its service contracts. The amount of the reciprocal
preference shall be equal to the amount of the preference applied by the entity in which the non-local
business enterprise contractor is based as against the Bid of a City of Palm Springs contractor.
(b) For all contract Bids proposing sub-contractors:
(1) The prime contractor shall use good faith efforts to sub-contract the supply of materials and
equipment to local business enterprises, and to sub-contract services to businesses whose work force
resides within the Coachella Valley ("local sub-contractor").
CITYWIDE ARHM OVERLAY PROJECT INSTRUCTIONS TO BIDDERS
CITY PROJECT NO.02-01 PAGE 3
7/1/02
(2) The prime contractor shall submit evidence of such good faith efforts at the time of submission of
Bids. Good faith efforts may be evidenced Iby placing advertisements inviting proposals in local
newspapers, sending requests for proposals to local sub-contractors, or by demonstrating that no local
sub-contractors are qualified to perform the worklor supply the materials or equipment.
(3) Any notice inviting Bids which may require the use of sub-contractors shall include notification of this
subdivision.
(4) The City may reject as non-responsive the,Bid of any contractor proposing to use sub-contractors
that fails to comply with the requirements of this subdivision.
- END OF INSTRUCTIONS TO BIDDERS-
CITYWIDE ARHM OVERLAY PROJECT INSTRUCTIONS TO BIDDERS
GE CITY PROJECT NO 02-01 PAGE 4
711/02
BID DOCUMENTS
Only the following listed documents, identified in the lower right corner as "Bid
Forms" and reproduced on colored paper, shall be fully executed and submitted with
the Bid at the time of opening of Bids.
Bid (Proposal)
Bid Schedule(s)
List of Subcontractors
Non-collusion Affidavit
Bid Bond (Bid Security Form)
Bidder's General Information
Failure of a Bidder to fully execute and submit all of the listed documents with the Bid
will render a Bid as non-responsive and subject to rejection.
CITYWIDE ARHM OVERLAY PROJECT COVER SHEET
CITY PROJECT NO.02-01 BID FORMS-PAGE 1
7/1/02
BID
BID TO: CITY OF PALM SPRINGS, CALIFORNIA
The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with the City in the form
included in the Contract Documents (as defined in Article 4 of the Agreement) to perform the Work as specified or indicated in
said Contract Documents entitled:
CITYWIDE ARHM OVERLAY PROJECT
CITY PROJECT NO.02-01
Bidder accepts all of the terms and conditions of the Contract Documents,including without limitation those in the Notice Inviting
Bids and the Instructions to Bidders dealing with the disposition of the Bid Security.
This Bid will remain open for the period stated in the Notice Inviting Bids, unless otherwise required by law. Bidder will enter into
an Agreement within the time and in the manner required in the Instructions to Bidders, and will furnish the insurance certificates,
Payment Bond, Performance Bond,and all Permits required by the Contract Documents.
Bidder has examined copies of all the Contract Documents, including the following Addenda (receipt of which is hereby
acknowledged):
Number Date
Number Date
Number Date
Number Date
Bidder has familiarized itself with the nature and extent of the'Contract Documents, the Work, the site, the locality where the
Work is to he performed, the legal requirements (federal, state, and local laws, ordinances, rules, and regulations), and the
conditions affecting cost, progress, or performance of the Work, and has made such independent investigations as Bidder deems
necessary.
In conformance with the current statutory requirements of California Labor Code Section 1860, at seq.,the undersigned confirms
the following as its certification:
I am aware of the provisions of Section 3700 of the Labor Cade,which require every employer to be insured against
liability for worker's compensation, or to undertake self-insurance in accordance with the provisions, before
commencing the performance of the Work of this Contract.
To all the foregoing, and including all Bid Schedule(s), List of Subcontractors, Non-collusion Affidavit, Bidder's General
Information, and Bid Bond contained in these Bid Farms, said Bidder further agrees to complete the Work required under the
Contract Documents within the Contract Time stipulated in said Contract Documents, and to accept in full payment therefor the
Contract Price based on the Lump Sum or Unit Bid Price(s) named in the aforementioned Bidding Schedule(s).
Dated: Bidder:
By:
(Signature)
Title:
CITYWIDE ARHM OVERLAY PROJECT BID (PROPOSAL)
CITY PROJECT NO.02-01 BID FORMS-PAGE 2
7/1102
BID SCHEDULE A
Schedule of Prices for the Construction of the:
CITYWIDE ARHM OVERLAY PROJECT
STEVENS ROAD FROM
INDIAN CANYON DRIVE TO EAST END
in Palm Springs, California
Item Deacriptlon Estimated Unit Unit Amount
No. Quantity No.
1, Initial Mobilization - - - LS $1,000.00
2, Traffic Control - - - LS $
3• Cold Plane Existing AC Pavement 1,500 SF $ $
4• Construct 1 '%" ARHM Overlay 14,500 SF $ $
5• Remove Existing AC Pavement 100 SF $ $
6. Adjust Sewer Manhole to Grade 1 EA $ $
7• Construct 2 '/2" AC Pavement 425 SF $ $
B. Traffic Striping and Markings LS S
TOTAL OF ALL ITEMS OF BID SCHEDULE A:
S
(Price in figures)
)POee in wards)
Name of Bidder or Firm
CITYWIDE ARHM OVERLAY PROJECT UNIT PRICE BID SCHEDULE
CITY PROJECT NO,02-01 BID FORMS - PAGE 3
7/1/02
BID SCHEDULE B
Schedule of Prices for the Construction of the:
CITYWIDE ARHM OVERLAY PROJECT
CROSSLEY ROAD FROM
MESQUITE AVENUE TO 300' SOUTH OF
34Ta AVENUE
in Palm Springs, California
Item Deacriptioh (Estimated Umt Unit Ammmt
No. Quantity Prim,
1, Initial Mobilization - - - LS $7,000.00
2, Traffic Control - - - LS $
3• Cold Plane Existing AC Pavement 31,000 SF $ $
4. Crack filling 1,750 LF
$ $
5• Construct 1 ''/z" ARHM Overlay 122,000 SF $ $
6. Adjust Water Valve Cover to Grade 2 EA $ $
7• Adjust Sewer Manhole to Grade 3 EA $ $
$ Traffic Striping and Markings T-LS $
TOTAL OF ALL ITEMS OF BID SCHEDULE B:
S
(Price in figures)
(Price m words)
Name of Bidder or Firm
CITYWIDE ARHM OVERLAY PROJECT UNIT PRICE BID SCHEDULE
CITY PROJECT NO.02-01 BID FORMS- PAGE 4
711/02
BID SCHEDULE C
Schedule of Prices for the Construction of the:
CITYWIDE ARHM OVERLAY PROJECT
CALLE ABRONIA FROM
RAMON ROAD TO CAMINO PARACELA
in Palm Springs, California
I[em Description Estimated Unit Unit Amount
No. Quantity Price
1, Initial Mobilization - - - LS $2,500.00
2. Traffic Control - - - LS $
3. Cold Plane Existing AC Pavement 8,350 SF $ $
4. Construct 1 '/2" ARHM Overlay 22,250 SF
5. Adjust Sewer Manhole to Grade 1 EA $ $
6• Adjust Water Valve Cover to Grade 2 EA $ $
7. Traffic Striping and Markings - - - LS $
TOTAL OF ALL ITEMS OF BID SCHEDULE C:
$
(Price in figures)
(Price in wmd.)
Name of Bidder or Firm
CITYWIDE ARHM OVERLAY PROJECT UNIT PRICE BID SCHEDULE
CITY PROJECT NO.02-01 BID FORMS -PAGE 5
7/1/02
BID SCHEDULE D
Schedule of Prices for the Construction of the:
CITYWIDE ARHM OVERLAY PROJECT
CALLE PALO FIERRO FROM
SUNNY DUNES ROAD TO NORTH RIVERSIDE DRIVE
in Palm Springs, California
Item Description ;Estimated Unit Unit Amount
No. Quantity Price
1. Initial Mobilization - - - LS $1,500.00
2, Traffic Control - - - LS $
3. Cold Plane Existing AC Pavement 4,000 SF $ $
4. Construct 1 '/2" ARHM Overlay 13,250 SF $ $
5. Adjust Sewer Manhole to Grade 1 EA $ $
6. Adjust Water Valve Cover to Grade 3 EA $ $
7. Traffic Striping and Markings - - - LS $
TOTAL OF ALL ITEMS OF BID SCHEDULE D:
(Price in figures)
(Price in wards)
TOTAL OF BID SCHEDULES A, B, C and D (COMBINED):
(Price in figures)
(Pdce in words)
QUANTITIES OF WORK:
The quantities of work or material stated in the unit price items of the Bid Schedule are supplied only to give an
indication of the general scope of the Work. The City does not expressly nor by implication agree that the actual
amounts of work or material will correspond therewith, and reserves the right after award to increase or decrease the
quantity of any unit price bid item, by an amount up to 25 percent of increase or decrease, without a change in the
unit prices„ and shall have the right to delete any bid item in its entirety, and receive full credit in the amount shown
in the Bid Schedule for the deleted item of Work.
Name of Bidder or Firm
CITYWIIDE ARHM OVERLAY PROJECT UNIT PRICE BID SCHEDULE
CITY PROJECT NO.02-01 BID FORMS - PAGE 6
7/1102
INFORMATION REQUIRED OF BIDDER
LIST OF SUBCONTRACTORS
As required under Section 4100, et seq., of the Public Contract Code, the Bidder shall list below the name
and business address of each subcontractor who will perform Work under this Bid in excess of one-half of one
percent of the Contractor's Total Bid Price, or $10,000.00, whichever is greater, and shall also list the portion
of the Work which will be done by such subcontractor. After the opening of Bids, no changes or
substitutions will be allowed except as otherwise provided by law. The listing of more than one subcontractor
for each item of Work to be performed with the words "and/or" will not be permitted. Failure to comply with
this requirement will render the Bid as non-responsive and may cause its rejection.
Contractor's Percent
License of Total
Work to be Performed Number Contract Subcontractor's Name & Address
1.
2.
3.
4.
5.
6.
7.
8.
CITYWIDE ARHM OVERLAY PROJECT LIST OF SUBCONTRACTORS
CITY PROJECT NO 02-01 BID FORMS-PAGE 7
7/1/02
NON-COLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER
AND SUBMITTED WITH BID
State of California
ss.
County of )
being first duly sworn, deposes and says that he or she is
of the party making the
foregoing Bid, that the Bid is not made in the interest of, or on behalf of, any undisclosed person,
partnership, company, association, organization, or corporation; that the Bid is genuine and not
collusive or sham; that the Bidder has not directly or indirectly induced or solicited any other Bidder to
put in a false or sham Bid, and has not directly or indirectly colluded, conspired, connived, or agreed
with any Bidder or anyone else to pu^ in a sham Bid, or that anyone shall refrain from bidding; that the
Bidder has not in any manner, directly or indirectly, sought by agreement, communication, or
conference with anyone to fix the Bid price of the Bidder or any other Bidder, or to fix any overhead,
profit, or cost element of the Bid price, or of that of any other Bidder, or to secure any advantage
agaiinst the public body awarding the Contract of ;anyone interested in the proposed Contract; that all
statements contained in the Bid are true; and, further, that the Bidder has not, directly or indirectly,
submitted his or her Bid price, or any breakdown thereof, or the contents thereof, or divulged
information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership,
company, association, organization, bid depository, or to any member or agent thereof, to effectuate
a collusive or sham Bid.
Bidder
By
Title
Organization
Address
CITYWIDE ARHM OVERLAY PROJECT NON-COLLUSION AFFIDAVIT
CITY PROJECT NO.02-01 BID FORMS- PAGE 8
711102
BID BOND
KNOW ALL MEN BY THESE PRESENTS,
That as Principal, and
as Surety, are
held and firmly bound unto the City of Palm Springs, hereinafter called the "City" in the sum of:
dollars
(not less than 10 percent of the total amount of the bid)
for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, executors,
administrators, successors, and assigns, jointly and severally, firmly by these presents.
WHEREAS, said Principal has submitted a Bid to said City to perform the Work required under the Bid
Schedule(s) of the City's Contract Documents entitled:
CITYWIDE ARHM OVERLAY PROJECT
CITY PROJECT NO. 02-01
NOW THEREFORE, if said Principal is awarded a Contract by said City, and within the time and in the
manner required in the "Notice Inviting Bids" and the "Instructions to Bidders" enters into a written
Agreement on the Form of Agreement bound with said Contract rocuments, furnishes the required
Certificates of Insurance, and furnishes the required Performance Bond and Payment Bond, then this
obligation shall be null and void, otherwise it shall remain in full force and effect. In the event suit is
brought upon this Bond by said City, and City prevails, said Surety shall pay all costs incurred by said
City in such suit, including a reasonable attorney's fee to be fixed by the court.
SIGNED AND SEALED, this day of 2002.
PRINCIPAL: SURETY:
(Check one: _individual, _partnership,
_corporation) By
By
signature
(NOTARIZED) Title
(SEAL AND NOTARIAL ACKNOWLEDGMENT OF SURETY)
Print Name and Title:
By
signaure
(NOTARIZED)
Print Name and Title:
(Corporations require two signatures;one from each of the following
groups:A.Chairman of Board,President,or any Vice President;AND
B. Secretary, Assistant Secretary, Treasurer,Assistant Treasurer,or
Chief Financial Officer).
CITYWIDE ARHM OVERLAY PROJECT BID BOND (BID SECURITY FORM)
CITY PROJECT NO.02-01 BID FORMS- PAGE 9
711/02
BIDDER'S GENERAL INFORMATION
The Bidder shall furnish the following information. Failure to complete all Items will cause the Bid to
be non-responsive and may cause its rejection.
1. BIDDER/CONTRACTOR'S Name and Street Address:
2. CONTRACTOR'S Telephone Number:( 1
Facsimile Number: ( 1
3. CONTRACTOR'S License: Primary Classification
State License Number(s)
Supplemental License Classifications
4. Surety Company Eid Agent who will provide the required Bonds on this Contract:
Name of Surety
Address
Surety Company
Telephone Numbers: Agent ( ) Surety ( )
5. Type of Firm (Individual, Partnership or Corporation):
6. Corporation organized under the laws of the State of:
7. List the names and addresses of the principal members of the firm or names and titles of the
principal officers of the corporation or firm:
CITYWIDE ARHM OVERLAY PROJECT BIDDER'S GENERAL INFORMATION
CITY PROJECT NO.02-01 BID FORMS- PAGE 10
7/1/02
BIDDER'S GENERAL INFORMATION (Continued)
8. Number of years experience as a contractor in this specific type of construction work:
9. List at least three related projects completed to date:
a. Owner_ Address
Contact Class of Work
Phone Contract Amount
Project Date Completed
Contact Person Telephone number
b. Owner Address
Contact Class of Work
Phone Contract Amount
Project Date Completed
Contact Person Telephone number
C. Owner Address
Contact Class of Work
Phone Contract Amount
Project Date Completed
Contact Person Telephone number
10. List the name and title of the person who will supervise full-time the proposed work for your
firm:
11. Is full-time supervisor an employee contract services ?
12. A financial statement or other information and references sufficiently comprehensive to permit
an appraisal of your current financial condition may be required by the Engineer.
CITYWIDE ARHM OVERLAY PROJECT BIDDER'S GENERAL INFORMATION
CITY PROJECT NO.02-01 BID FORMS- PAGE 11
7/1/02
AGREEMENT
THIS AGREEMENT made this day of in the year 2002, by and between the
City of Palm Springs, a charter city, organized and existing in the County of Riverside, under and by virtue of the laws of the
State of California, hereinafter designated as the City,and
hereinafter designated as the Contractor.
The City and the Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows:
ARTICLE 1 --THE WORK
The Contractor shall complete the Work as specified or indicated under the Bid Schedule(s) of the City's Contract Documents
entitled:
CITYWIDE ARHM OVERLAY PROJECT
CITY PROJECT NO.02-01
The'Work comprises the construction of ARHM overlay,cold planning and grinding of existing asphalt concrete pavement,traffic
striping and markings, construction of new asphalt concrete pavement; and all appurtenant work.
ARTICLE 2—COMMENCEMENT AND COMPLETION
The Worl.to be performed under this Contract shall commence on the date specified in the Notice to Proceed by the City, and
the Work shall be fully completed within the time specified in the Notice to Proceed.
The City and the Contractor recognize that time is of the essence of this Agreement, and that the City will suffer financial loss if
the Work is not completed within the time specified in Article 2, herein, plus any extensions thereof allowed in accordance with
the applicable provisions of the Standard Specifications, as modified herein. They also recognize the delays, expense, and
difficulties involved in proving in a legal proceeding the actual loss suffered by the City if the Work is not completed on time.
Accordingly, instead of requiring any such proof,the City and the Contractor agree that as liquidated damages or delay (but not
as a penalty),the Contractor shall pay the City the sum of $ 425.00 for each calendar day that expires after the time specified in
Article 2,herein.
ARTICLE 3--CONTRACT PRICE
The City shall pay the Contractor for the completion of the Work, in accordance with the Contract Documents, in current funds
the Contract Price(s) named in the Contractor's Bid and Bid Schedule(s).
ARTICLE 4--THE CONTRACT DOCUMENTS
The Contract Documents consist of the Notice Inviting Bids, ,Instructions to Bidders, the prevailing rate of per diem wages as
determined by the Director of the California Department of Industrial Relations, the accepted Bid and Bid Schedule(s), List of
Subcontractors, Non-collusion Affidavit, Bidder's General Information, Bid Security or Bid Bond, this Agreement, Worker's
Compensation Certificate, Performance Bond, Payment Bond, Standard Specifications, Special Provisions, the Drawings,
Addenda numbers to , inclusive, and all Change Orders and Work Change Directives which may be delivered or
issued after the Effective Date of the Agreement and are not attached hereto.
ARTICLE 5--PAYMENT PROCEDURES
The Contractor shall submit Applications for Payment in accordance with provisions of the Standard Specifications as amended
by the Special Provisions. Applications for Payment will be processed by the Engineer or the City as provided in the Contract
Documents.
CITYWIDE ARHM OVERLAY PROJECT AGREEMENT FORM
CITY PROJECT NO.02-01 AGREEMENT AND BONDS- PAGE 1
6120/02
ARTICLE 6—NOTICES
Whenever any provision of the Contract Documents requires the giving of a written Notice, it shall he deemed to have been
validly given if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is
intended,or if delivered at or sent by registered or certified mail, postage prepaid,to the last business address known to the giver
of the Notice.
ARTICLE 7--MISCELLANEOUS
Terms used in this Agreement which are defined in the Standard Specifications as amended by the Special Provisions will have
the meanings indicated in said Standard Specifications and Special Provisions. No assignment by a party hereto of any rights
under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party
sought to be bound; and specifically, but without limitation, monies that may became due and monies that are due may not be
assigned without such consent (except to the extent that the effect of this restriction may be limited by law(, and unless
specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor
from any duty or responsibility under the Contract Documents.
The City and the Contractor each binds itself, its partners, successors, assigns, and legal representatives, to the other party
hereto, its partners, successors, assigns, and legal representatives, in respect of all covenants, agreements, and obligations
contained in the Contract Documents.
IN WITNESS WHEREOF,the City and the Contractor have caused this Agreement to be executed the day and year first above
written.
ATTEST: CITY OF PALM SPRINGS,CALIFORNIA APPROVED BY THE CITY COUNCIL:
By Minute Order No. Date
City Clerk
Agreement No.
APPROVED AS TO FORM:
By
City Attorney
Date
CONTENTS APPROVED:
By
City Engineer
Date
By
City Manager
Date
CITYWIDE ARHM OVERLAY PROJECT AGREEMENT FORM
CITY PROJECT NO 02-01 AGREEMENT AND BONDS- PAGE 2
6/20/02
CONTRACTOR:
(Check one:_individual,_partnership, _corporation)
By
signature ',
(NOTARIZED)
Print Name and Title:
By
signature
(NOTARIZED)
Print Name and Title:
Mailing Address:
Date
(Corporations require two signatures; one from each of the following groups: A. Chairman of Board, President, or any Vice
President;AND B.Secretary, Assistant Secretary,Treasurer,Assistant Treasurer,or Chief Financial Officer),
End of Signatures
CITYWIDE ARHM OVERLAY PROJECT AGREEMENT FORM
CITY PROJECT NO.02-01 AGREEMENT AND BONDS - PAGE 3
6120/02
WORKER'S COMPENSATION CERTIFICATE
(AS REQUIRED BY SECTION 1861
OF THE CALIFORNIA LABOR CODE)
I am aware of the provisions of Section 3700 of the California Labor Code, which
require every employer to be insured against liability for worker's compensation, or to
undertake self-insurance in accordance with the provisions of said Code, and I will
comply with such provisions before commencing the performance of the Work of this
Contract.
Contractor
By
Title
CITYWIDE ARHM OVERLAY PROJECT WORKER'S COMPENSATION CERTIFICATE
CITY PROJECT NO, 02-01 AGREEMENT AND BONDS- PAGE 4
711/02
PERFORMANCE BOND
KNOW ALL MEN BY THESE PRESENTS,
That as Contractor,
And as Surety,
are held firmly bound unto the City of Palm Springs, a charter city, organized and existing in the County of
Riverside, California,hereinafter called the"City," in the sum of:
dollars,
for the payment of which sum well and truly to !be made, we bind ourselves, our heirs, executors,
administrators,successors, and assigns,jointly and severally,firmly by these presents.
WHEREAS said Contractor has been awarded and is about to enter into the annexed Agreement with said
City to perform the Work as specified or indicated in the Contract Documents entitled:
CITYWIDE ARHM OVERLAY PROJECT
CITY PROJECT NO.02-01
NOW THEREFORE, if said Contractor shall perform alll'the requirements of said Contract Documents required
to be performed on its part, at the times and in the manner specified herein,then this obligation shall be null
and void,otherwise it shall remain in full force and effect.
PROVIDED, that any alterations in the Work to be done or the materials to be furnished, or changes in the
time of completion, which may be made pursuant to the terms of said Contract Documents, shall not in any
way release said Contractor or said Surety thereunder, nor shall any extensions of time granted under the
provisions of said Contract Documents, release either said Contractor or said Surety, and notice of such
alterations or extensions of the Agreement is hereby waived by said Surety.
SIGNED AND SEALED,this day of , 2002.
CONTRACTOR:
SURETY:
(Check one: _individual, _partnership,
_corporation)
By By
signature Title
(NOTARIZED) (SEAL AND NOTARIAL ACKNOWLEDGMENT OF
SURETY)
Print Name and Title:
By
signature
(NOTARIZED)
Print Name and Title:
(Corporations require two signatures; one from each of
the following groups:A.Chairman of Board,President,or
any Vice President; AND B. Secretary, Assistant
Secretary, Treasurer, Assistant Treasurer, or Chief
Financial Officer).
CITYWIDE ARHM OVERLAY PROJECT PERFORMANCE BOND
CITY PROJECT NO 02-01 AGREEMENT AND BONDS- PAGE 5
7/1/02
PAYMENT BOND
KNOW ALL MEN BY THESE PRESENTS,
That as Contractor,
And as Surety,
are held firmly hound unto the City of Palm Springs, a charter city, organized and existing in the County of Riverside, State of
California, hereinafter called the "City," in the sum of:
dollars,
for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors,
and assigns,jointly and severally,firmly by these presents.
WHEREAS, said Contractor has been awarded and is about to enter into the annexed agreement with said City to perform the
Work as specified or indicated in the Contract Documents entitled:
CITYWIDE ARHM OVERLAY PROJECT
CITY PROJECT NO.02-01
NOW THEREFORE, if said Contractor, its subcontractors, its heirs, executors, administrators, successors, or assigns shall fail to
pay for any materials, provisions, provender, equipment, or other supplies used in, upon, for, or about the performance of the
Work contracted to be done, or for any work or labor thereon of any kind, or for amounts due under the Unemployment
Insurance Code, or for any amounts required to be deducted, withheld, and paid over to the Employment Development
Department from the wages of employees of the Contractor and its subcontractors pursuant to Section 13020 of the
Unemployment Insurance Code with respect to such labor, all as required by t`a provisions of Title XV, Chapter 7, Sections
3247-3252, inclusive, of the Civil Code of the State of California and acts amendatory thereof, and Sections of other Codes of
the State of California referred to therein and acts amendatory thereof, and provided that the persons, companies, or
corporations so furnishing said materials, provisions, equipment, or other supplies, appliances, or power used in, upon, for, or
about performance of the Work contracted to be executed or performed, or any person, company, or corporation renting or hiring
implements or machinery or power for, or contributing to,said work to he done, or any person who performs work or labor upon
the same, or any person who supplies both work and materials therefor, shall have complied with the provisions of said laws,
then said surety will pay the same in an amount not exceeding the sum hereinbefore set forth, and also will pay, in case suit is
brought upon this bond, a reasonable attorney's fee as shall he fixed by the Court. This Bond shall inure to the benefit of any
and all persons named in Section 3181 of the Civil Code of the State of California so as to give a right of action to them or their
assigns in any suit brought upon this bond.
PROVIDED, that any alterations in the Work to he done or the materials to be furnished, or changes in the time of completion,
which may be made pursuant to the terms of said Contract Documents, shall not in any way release said Contractor or said
Surety thereunder, nor shall any extensions of time granted under the provisions of said Contract Documents release either said
Contractor or said Surety, and notice of said alterations or extensions of the Agreement is hereby waived by said Surety.
SIGNED AND SEALED,this day of ,2002.
CITYWIDE ARHM OVERLAY PROJECT
CITY PROJECT NO 02-01 PAYMENT BOND
7/1/02 AGREEMENT AND BONDS-PAGE 6
CONTRACTOR:
(Check one:_individual,_partnership, _corporation)'
By
signature
(NOTARIZED)
Print Name and Title:
By
signature
(NOTARIZED)
Print Name and Title:
(Corporations require two signatures; one from each of the following groups: A. Chairman of Board, President, or any Vice President; AND B.
Secretary,Assistant Secretary,Treasurer,Assistant Treasurer,or Chief Financial Officerl.
SURETY
By
Title
(SEAL AND NOTARIAL ACKNOWLEDGMENT OF SURETY)
CITYWIDE ARHM OVERLAY PROJECT
CITY PROJECT NO 02-01 PAYMENT BOND
711102 AGREEMENT AND BONDS -PAGE 7
CERTIFICATE OF INSURANCE
THIS CERTIFICATE ISSUED TO THE OWNERIAGENTS LISTED BELOW DESIGNATED BY THE CONTRACT WITH THE INSURED
NAME AND ADDRESS OF INSURED INSURANCE COMPANIES AFFORDING COVERAGE
COMPANY A
B
C
D
TYPE OF WORK PERFORMED AND LOCATION
LIMITS OF LIABILITY IN THOUSANDS KI000)
�•��• TYPE OF INSURANCE POLICY NUMBER
EACH
OCCURRENCE AGGREGATE
COMPREHENSIVE GENERAL
LIABILITY
Including:
❑ EXPLOSION AND COLLAPSE BODILY INJURY $ $
❑ UNDERGROUND DAMAGE a
PROPERTY DAMAGE
❑ PRODUC EDCOMPLETED OPERATIONS or
❑ CONTRACTUAL INSURANCE
❑ BROAD FORM PROPERTY DAMAGE
❑ INDEPENDENT CONTRACTORS BODILY INJURY AND
❑ PERSONAL INJURY PROPERTY
DAMAGECOMBINED $ $
PERSONAL INJURY $
COMPREHENSIVE AUTOMOBILE BODILY INJURY
LIABILITY EACH PERSON $
Including: EACH ACCIDENT
❑ OWNED $
❑ PROPERTY DAMAGE
HIRED
❑ NON-OWNED or
❑ MOTOR CARRIER ACT BODILY INJURY
AND PROPERTY
DAMAGE COMBINED $
EXCESS LIABILITY BODILY INJURY
Including: AND PROPERTY
❑ EMPLOYE DAMAGE COMBINED $
R'S LIABILITY
WORKER'S COMPENSATION STATUTORY
and
EMPLOYER'S LIABILITY
Including: EL $ )EACH
❑ ACCIDENT)
LONG S AND
HARBOROR WORKERS
OTHER ADDITIONAL INSURED ENDORSEMENT-CITY OF PALM SPRINGS
The undefsigned certifies that he or she is the representative of the above-named insurance companies,that he or she has the authority to execute and Issue this
certificate to Certificate Holder,and accordingly,does hereby certify on behalf of said insurance companies that policies of insurance listed above have been issued
to the Insured named above and are in force at this time. Notwithstanding any requirement,term,or condition of any contract or other document with respect to
which this certificate may be issued or may pertain,the insurance afforded by the policies described herein is subject to at the terms,exclusions,and conditions of
such policies. Copies of the policies shown will be furnished to the Certificate Holder upon request.
This Certificate does not amend,extend,or alter the coverage afforded by the policies listed.
Cancellation: Should any of the above described policies be cancelled before the expiration date thereof,the issuing company will mad 30 days wdtten notice
to the below-named certificate hostler:
NAME AND ADDRESS OF ADDITIONAL INSURED DATE ISSUED
BY
AOnianoEO MEINEENTAIN6 OF NEUNANCE COMPANIES AEEOnoiNG CwEiuoe
CITYWIDE ARHM OVERLAY PROJECT
CITY PROJECT NO.02-01 CERTIFICATE OF INSURANCE
7/1/02 AGREEMENT AND BONDS- PAGE 8
CITY OF PALM SPRINGS
PUBLIC WORKS AND ENGINEERING DEPARTMENT
PART II -- SPECIAL PROVISIONS
CITYWIDE ARHM OVERLAY PROJECT
CITY PROJECT NO. 02-01
Section 1 - Terms, Definitions, Abbreviations,
and Symbols
Section 2 - Scope and Control of Work
Section 3 - Changes in Work
Section 4 - Control of Materials
Section 5 - Utilities
Section 6 - Prosecution, , Progress, and Acceptance
of the Work
Section 7 - Responsibilities of the Contractor
Section 8 - Facilities f'or Agency Personnel
Section 9 - Measurement ;and Payment
Section 10 - Construction Details
CITYWIDE ARHM OVERLAY PROJECT PART II --SPECIAL PROVISIONS
CITY PROJECT NO. 02-01 GENERAL CONTENTS - PAGE 1
7/1/02
CITY OF PALM SPRINGS
PUBLIC WORKS AND ENGINEERING DEPARTMENT
SPECIAL PROVISIONS
CITYWIDE ARHM OVERLAY PROJECT
CITY PROJECT NO. 02-01
SECTION 1 -- TERMS, DEFINITIONS, ABBREVIATIONS, AND SYMBOLS
1-1 GENERAL
1-1. 1 Standard Specifications. - The Work hereunder shall be
done in accordance with the Standard, Specifications for Public
Works Construction ("Greenbook") , 2000 Edition, including all
current supplements, addenda, and revisions thereof, these
Special Provisions, and the Standard Plans identified in the
Appendix, insofar as the same may apply to, and be in accordance
with, the following Special Provisions .
In case of conflict between the Standard Specifications for
Public Works Construction ("Greenbook") and these Special
Provisions, the Special Provisions shall take precedence over,
and be used in lieu of, such conflicting portions.
1-1.2 Supplementary Reference Specifications. - Insofar as
references may be made in these Special Provisions to the
Caltrans Standard Specifications, such work shall conform to the
referenced portions of the technical provisions only of said
reference specifications, provided, that wherever the term
"Standard Specifications" is used without the prefix "Caltrans, "
it shall mean the Standard Specifications for Public Works
Construction ("Greenbook") , 2000 Edition, as previously specified
in the above paragraph.
CITYWIDE ARHM OVERLAY PROJECT TERMS, DEFINITIONS, ABBREVIATIONS, AND SYMBOLS
CITY PROJECT NO. 02-01 SPECIAL PROVISIONS -SECTION 1 -PAGE 1
7/1/02
1-2 LEGAL ADDRESS
1-2 . 1 Legal Address of the City.; - The official address of the
City shall be City of Palm Springs, 3200 E. Tahquitz Canyon Way,
Palm Springs, California 92262, or such other address as the City
may subsequently designate in writ Iten notice to the Contractor.
1-2 .2 Legal Address of the Engineer, - The official address of
the Engineer shall be David J. Barakian, P.E. the Director of
Public Works/City Engineer, City of Palm Springs, Engineering
Department, 3200 E. Tahquitz Canyon Way, Palm Springs, California
92262, or such other address as; the Engineer may subsequently
designate in writing to the Contractor.
1-2 .3 Legal address of the City''s Project Representative. - The
name and address of the City' s designated Project Representative
shall be the Engineering Field Supervisor, City of Palm Springs,
Public Works and Engineering Department, 3200 E. Tahquitz Canyon
Way, Palm Springs, California 92262, or such other address as the
Project Representative may subsequently designate in writing to
the Contractor.
1-3 DEFINITIONS AND TERMS
1-3 .1 Definitions and Terms. Wherever in the Standard
Specifications the following terms are used, the definitions
shall be amended to read:
Agency - The City of Palm Springs, alcharter city organized and existing in
the County of Riverside, State of California.
Engineer - The Director of Public Works/City Engineer of the City of Palm
Springs, California.
Liquidated Damages - The amount prescribed in the Special Provisions,
pursuant to the authority of Government Code Section 53069.85, to be paid
to the City or to be deducted from any payments due, or to become due, the
Contractor for each day's delay in completing the whole or any specified
portion of the Work beyond the time allowed in the Special Provisions.
Standard Plans - The Standard Drawings and the Special Drawings of the City
of Palm Springs.
Owner - The Owner shall be the Agency, as defined above.
Working Day - A Working Day is defined as any day, except as follows:
(a) Saturdays, Sundays, and any designated legal holiday officially
observed by the City of Palm Springs. Designated legal holidays are: New
Year's Day, Martin Luther King Jr. Day, Lincoln' s Birthday, President's
Day, the last Monday in May, July 4, the first Monday in September,
Veteran's Day, Thanksgiving Day and the following Friday, Christmas Eve
and Christmas Day. When a designated holiday falls on a Saturday, the
Friday before the holiday shall ;be a designated legal holiday. When a
CITYWIDE ARHM OVERLAY PROJECT TERMS, DEFINITIONS, ABBREVIATIONS, AND SYMBOLS
CITY PROJECT NO. 02-01 SPECIAL PROVISIONS-SECTION 1 -PAGE 2
7/1/02
designated holiday falls on a Sunday, the Monday after the holiday shall
be a designated legal holiday.
(b) Days on which the Contractor is prevented by inclement weather or
conditions resulting immediately therefrom adverse to the current
controlling operation or operations, as determined by the Engineer, from
proceeding with at least 75 percent of the normal labor and equipment
force engaged on such operation or operations for at least 60 percent of
the total daily time being currently spent on the controlling operation
or operations.
- END OF SECTION -
CITYWIDE ARHM OVERLAY PROJECT TERMS, DEFINITIONS, ABBREVIATIONS, AND SYMBOLS
CITY PROJECT NO. 02-01 SPECIAL PROVISIONS -SECTION 1 - PAGE 3
711/02
SECTION 2 -- SCOPE AND CONTROL OF WORK
2-1. GENERAL
Particular attention is directed �to the provisions of Section 6-
1, "Construction Schedule and Commencement of Work, " Section 6-
7, "Time of Completion, " and Section 6-9, "Liquidated Damages"
of the Standard Specifications .
After the Contract has been approved by the City, and a written
Notice to Proceed has been issued to the Contractor, the
Contractor shall start the Work within 10 working days after the
date specified in said Notice to Proceed.
The: Work, if awarded to include Bid Schedules A, B, C, and D
shall be diligently prosecuted to completion before the
expiration of:
30 WORKING DAYS
From the date specified in the Notice to Proceed issued by the
City.
In the event one or more Bid Schedules are not awarded and
included in the Work, the Work shall be completed as indicated
below, with the contract time being the sum of the allowable
working days specified for all of the Bid Schedules awarded.
The Work identified in Bid Schedule A shall be diligently
prosecuted to completion before the expiration of:
5 WORKING DAYS
from the date specified in the Notice to Proceed from the City.
The Work identified in Bid Schedule B shall be diligently
prosecuted to completion before the expiration of:
15 WORKING DAYS
from the date specified in the Notice to Proceed from the City.
The Work identified in Bid Schedule C shall be diligently
prosecuted to completion before the expiration of:
5 WORKING DAYS
from the date specified in the Notice to Proceed from the City.
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CITY PROJECT NO. 02-01 SPECIAL PROVISIONS- SECTION 2-PAGE 1
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The Work identified in Bid Schedule D shall be diligently
prosecuted to completion before the expiration of:
5 WORKING DAYS
from the date specified in the Notice to Proceed from the City.
As set forth in the Agreement, the Contractor shall pay to the
City as liquidated damages the sum set forth in the Agreement
per day for each and every calendar day' s delay in finishing the
Work in excess of the number of working days prescribed above.
2-2 CONTRACT BONDS
2-2 .1 BONDING COMPANY WAIVER OF RIGHT OF NOTIFICATION
The following shall be added at the end of Section 2-4 of the
Standard Specifications:
"The Contractor shall ensure that its Bonding Company is
familiar with all of the terms and conditions of the Contract
Documents, and shall obtain a written acknowledgement by the Bonding
Company that said Bonding Company there'�y waives the right, of special
notification of any changes or modifications of the Contract, or of
extensions of time, or of decreased or increased Work, or of
cancellation of the Contract, or of any other act or acts by the City
or any of its authorized representatives."
2-2 .2 EXECUTION OF BONDS
Bonds shall be executed by either: (a) two (2) or more
sufficient personal sureties; (b) one sufficient admitted surety
insurer; or (c) a combination of sufficient personal sureties
and admitted surety insurers . If a corporate surety insurer is
used, a County Clerk' s certificate evidencing that it is an
admitted surety insurer shall be submitted with the bonds . If
a personal surety is used, all requirements set out in Code of
Civil Procedure Section 995. 510 shall be met to the
satisfaction of the City Engineer.
2-3 PRECEDENCE OF CONTRACT DOCUMENTS
The provisions of Section 2-5.2 of the Standard Specifications
shall be revised to read as follows:
In resolving disputes resulting from conflicts, errors, or
discrepancies in any of the Contract Documents, the document
highest in precedence shall control. The order of precedence
shall be as listed below:
1. Change Orders or Work Change Directives
2. Agreement
3. Addenda
CITYWIDE ARHM OVERLAY PROJECT SCOPE AND CONTROL OF WORK
CITY PROJECT NO. 02-01 SPECIAL PROVISIONS -SECTION 2 -PAGE 2
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4. Contractor's Bid (Bid Forms)
5. Special Provisions
6. Notice Inviting Bids
7. Instructions to Bidders'
8. Plans (Contract Drawings)
9. Standard Plans
10. Standard Specifications
11. Reference Documents
With reference to the Drawings, the order of precedence shall be
as follows :
1. Figures govern over scaled dimensions
2. Detail drawings govern over general drawings
3. Addenda or Change Order drawings govern over
Contract Drawings
4. Contract Drawings govern over Standard Drawings
S. Contract Drawings govern over Shop Drawings
2--di SUBSURFACE DATA
Section 2-7 of the Standard Specifications shall be revised to
read as follows :
112-7.1 Limited Reliance by� Contractor. - Soils reports and
other reports f subsurface conditions may be made available for
inspection by the Contractor. HOWEVER, SUCH REPORTS AND DRAWINGS ARE
NOT CONTRACT DOCUMENTS. The Contractor may rely upon the general
accuracy of the "technical data" contained in such reports and
drawings only where such "technical data" are specifically identified
in the Special Provisions. Except for such reliance on such
"technical data," the Contractor may not rely upon or make any claim
against the City, the Engineer, nor any of the Engineer's Consultants
with respect to any of the following:
2-7.1.1. Completeness. The completeness of such reports
and drawings for Contractor's purposes, including, but not limited to,
any aspects of the means, methods, techniques, sequences, and
procedures of construction to be 'employed by Contractor and safety
precautions and programs incident thereto, or
2-7.1.2. Other Information. - Any other data,
interpretations, opinions, and information contained in such reports
or shown or indicated in such drawings, or
2-7.1.3. Interpretation. ' - Any interpretation by the
Contractor of such "technical data," or any conclusion drawn from any
"technical data" or any such data, interpretations, opinions or
information."
2-5 TEMPORARY ACCESS OR CONSTRUCTION RIGHTS-OF-WAY
Unless indicated otherwise, all ',temporary access or construction
rights-of-way, other than those shown on the Plans, which the
Contractor may find it requires during progress of the Work,
shall be arranged by and paid for entirely by the Contractor, at
its own expense.
CITYWIDE ARHM OVERLAY PROJECT SCOPE AND CONTROL OF WORK
CITY PROJECT NO. 02-01 SPECIAL PROVISIONS - SECTION 2 -PAGE 3
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2-6 PROTECTION OF SURVEY MONUMENTS
It shall be the Contractor' s responsibility to protect all the
existing survey monuments, bench marks, survey marks and stakes .
Removal of such monuments, or displacement thereof, shall
require their resetting per City requirements, including corner
record filing, for the existing type of monument in question at
the Contractor' s expense.
Any existing monument shall not be disturbed. The Engineer will
maintain a survey location check on the monument without cost to
the Contractor.
The Contractor is advised that any resetting of monuments will
be performed by the City' s survey crew. Should the Contractor
anticipate the removal of any survey monuments, it shall notify
the Engineer prior to removal. The Contractor shall be
financially responsible for reinstalling the existing monument
well, and the City' s survey crew will reset the monument.
2-7 SURVEYING - It is the Contractor' s responsibility to
provide all construction staking and field marking for job
limits, saw-cut lines and removals; the Engineer reserves the
right of final approval for all construction surveying provided
in the field to determine that construction of improvements
conform to approved plans. The contractor shall provide all
construction surveying as required by the Engineer or his
representative.
2-8 AUTHORITY OF THE ENGINEER
The Engineer will decide all conflicts which may arise as to (1)
the quality or acceptability of the materials or equipment
furnished, (2) the performance of the Work, (3) the manner of
performance and rate of progress of the Work, (4) the
interpretation of the Plans, Specifications, and Special
Provisions, (5) the acceptable fulfillment of the Contract on
the part of the Contractor, and (6) compensation of the
Contractor. The Engineer' s decision shall be final, and he shall
have the authority to enforce and make effective such decisions
and orders which the Contractor may fail to carry out promptly.
2-9 INSPECTION
The Engineer shall have complete and safe access to the Work at
all times during construction, and shall be furnished with every
reasonable facility for ascertaining that the materials and the
workmanship are in accordance with the Specifications, the
Special Provisions, and the Plans . All labor, materials, and
equipment furnished shall be subject to the Engineer' s
inspection. When the Work is substantially completed, a
representative of the Engineer will make the final inspection.
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CITY PROJECT NO. 02-01 SPECIAL PROVISIONS -SECTION 2 - PAGE 4
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2-1.0 SITE EXAMINATION
The Contractor shall have the sole responsibility of satisfying
itself concerning the nature and location of the Work, and the
general and local conditions, such as, but not limited to, all
other matters which could in any way affect the Work or the
costs thereof. The failure of the Contractor to acquaint itself
with all available information regarding any applicable existing
or future conditions shall not relieve it from the
responsibility for properly estimating either the difficulties,
responsibilities, or costs of successfully performing the Work
according to the Contract. Documents .
2-11 FLOW AND ACCEPTANCE OF WATER
Storm, surface, nuisance, or other waters may be encountered at
various times during construction of the Work. Therefore, the
Contractor, by submitting a Bid, hereby acknowledges that it has
investigated the risk arising from such waters, and has prepared
its Bid accordingly; and the Contractor, by submitting such a
Bid, assumes all said risk.
2 .12 3UBMITTALS
The following provisions shall be added at the end of Paragraph
2-5 . 3 . 3 of the Standard Specifications :
On lump sum items, the Contractor shall submit,
for approval by the Engineer, a Schedule of Values, or
lump sum price breakdown, ', which will serve as the
basis for progress payments and shall be incorporated
into a form of Application, for Payment acceptable to
the Engineer.
Such Schedule of Values shall be submitted for
approval at the Pre-construction Conference and must
meet the approval of the Engineer before any payments
can be made to the Contractor.
- END OF SECTION
CITYWIDE ARHM OVERLAY PROJECT SCOPE AND CONTROL OF WORK
CITY PROJECT NO. 02-01 SPECIAL PROVISIONS-SECTION 2 - PAGE 5
7/1/02
SECTION 3 -- CHANGES IN WORK
3-1 EXTRA WORK
The provisions of Section 3-3 of the Standard Specifications
shall apply; provided, that the provisions for markup
percentages for overhead and profit for extra work referenced in
subparagraph 3-3 . 2 . 3 of the 2000 edition shall be deleted in its
entirety and the following substituted therefor:
3-2 PAYMENT
3-2 .1 Markup: The provisions of Subsection 3-3 . 2 . 3 Markup,
shall be amended to read as follows:
(a) Work by Contractor. The following percentages shall be
added to the Contractor' s costs and shall constitute the
markup for all overhead and profit.
1) Labor 24 percent (includes bonding)
2) Materials 15 percent
3) Equipment rental 15 percent
4) Other items and
expenditures 15 percent
5) Subcontracts (lst tier only) 5 percent
6) lower tier subcontractors none
To the sum of the costs and markups provided for in this
subsection, except for labor, one percent shall be added as
compensation for bonding.
3-2 .2 Contract Unit Prices: The provisions of Subsection 3-
2 . 2 . 1 of the Standard Specifications shall be revised to read as
follows :
3-2 .2 . 1 (a) Allowable Quantity Variations on Unit Price
Contracts: In the event of an increase or decrease in a bid
item quantity of a unit price contract, the total amount of
work actually done or materials or equipment furnished
shall be paid for according to the unit price established
for such work under the Contract Documents, wherever such
unit price has been established; provided, that an
adjustment in the Contract Unit Price may be made for
changes which result in an increase or decrease in the
quantity of any unit price bid item of the Work in excess
of 25 percent, or for eliminated items of work.
3-2 .2 .1 (b) Increases of More Than 25 Percent on Unit Price
Contracts: On a unit price contract, should the total
quantity of any item of work required under the Contract
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CITY PROJECT NO. 02-01 SPECIAL PROVISIONS- SECTION 3 - PAGE 1
7/1/02
exceed the Engineer' s Estimate therefor by more than 25
percent, the work in excess of; 125 percent of such estimate
and not covered by an executed contract Change Order
specifying the compensation to be paid therefor will be
paid for by adjusting thel Contract Unit Price, as
hereinafter provided, or at the option of the City, payment
for the work involved in such excess will be made as
provided in Section 3-3.2 of , the Standard Specifications,
as amended in these Special Provisions .
Such adjustment of the Contract Unit Price will be the
difference between the Contract Unit Price and the actual
unit cost, which will be determined as hereinafter
provided, of the total pay quantity of the item. If the
costs applicable to such item of work include fixed costs,
such fixed costs shall be deemed to have been recovered by
the Contractor by the payments made for 125 percent of the
Engineer' s Estimate of the quantity for such item, and in
computing the actual unit cost, such fixed costs will be
excluded. Subject to the above provisions, such actual unit
cost will be determined by the Engineer in the same manner
as if the work were to be paid for as extra work as
provided in Section 3-3 . 2 of the Standard Specifications,
as amended in these Special Provisions, or such adjustment
as will be as agreed to by the Contractor and the City.
When the compensation payable for the number of units of an
item of work performed in excess of 125 percent of the
Engineer' s Estimate is less than $5, 000 at the applicable
Contract Unit Price, the Engineer reserves the right to
make no adjustment in said price if he so elects, except
that an adjustment will be made if requested in writing by
the Contractor.
3-2 .2 .1 (c) Decreases of More Than 25 Percent on Unit Price
Contracts: On unit price contracts, should the total pay
quantity of any item of work required under the contract be
less than 75 percent of the 'Engineer' s Estimate therefor,
an adjustment in compensation , pursuant to this Section will
not be made unless the Contractor so requests in writing.
If the Contractor so requests, the quantity of said item
performed, unless covered by an executed contract change
order specifying the compensation payable therefor, will be
paid for by adjusting the Contract Unit Price as
hereinafter provided, or at ; the option of the Engineer,
payment for the quantity of the work of such item performed
will be made as if the work were to paid for as extra work
as provided in Section ' 3-3 . 2 of the Standard
Specifications, as amended in these Special Provisions, or
such adjustment as will be as agreed to by the Contractor
and the City; provided however, that in no case shall the
CITYWIDE ARHM OVERLAY PROJECT CHANGES IN WORK
CITY PROJECT NO. 02-01 SPECIAL PROVISIONS -SECTION 3- PAGE 2
7/1/02
payment for such work be less than that which would be made
at the Contract Unit Price.
Such adjustment of the contract unit price will be the
difference between the contract unit price and the actual
unit cost, which will be determined as hereinafter
provided, of the total pay quantity of the item, including
fixed costs . Such actual unit cost will be determined by
the Engineer in the same manner as if the work were to be
paid for as extra work as provided in Section 3-3 . 2 of the
Standard Specifications, as amended in these Special
Provisions, or such adjustment as will be as agreed to by
the Contractor and the City.
The payment for the total pay quantity of such item of work
will in no case exceed the payment which would be made for
the performance of 75 percent of the Engineer' s Estimate of
the quantity for such item at the original Contract Unit
Price.
3-2.2 .1 (d) Eliminated Items on Unit Price Contracts: On
unit price contracts, should any contract item of the Work
be eliminated in its entirety, in the absence of an
executed contract Change Order covering such elimination,
payment will be made to the Contractor for actual costs
incurred in connection with such eliminated contract item
if incurred prior to the date of notification in writing by
the Engineer of such elimination.
If acceptable material is ordered by the Contractor for the
eliminated item prior to the date of notification of such
elimination by the Engineer, and if orders for such
material cannot be canceled, it will be paid for at the
actual cost to the Contractor. In such case, the material
paid for shall become the property of the City and the
actual cost of any further handling will be paid for by the
City. If the material is returnable to the vendor and if
the Engineer so directs the Contractor, the material shall
be returned and the Contractor will be paid for the actual
cost of charges made by the vendor for returning the
material . The actual cost of handling returned material
will be paid for.
The actual costs or charges to be paid by the City to the
Contractor as provided in this Section 3-2 will be computed
in the same manner as if the work were to be paid as extra
work as provided in Section 3-3 . 2 of the Standard
Specifications, as amended in these Special Provisions, or
such adjustment as will be as agreed to by the Contractor
and the City.
- END OF SECTION -
CITYWIDE ARHM OVERLAY PROJECT CHANGES IN WORK
CITY PROJECT NO. 02-01 SPECIAL PROVISIONS - SECTION 3- PAGE 3
7/1/02
SECTION 4 -- CONTROL OF MATERIALS
4-1 TRADE NAMES OR EQUALS
4-1 . 1 Substitutions. - Subparagraph 2 of Section 4-1 . 6 of the
Standard Specifications shall be amended to read as follows :
Whenever any particular material, process, or
equipment is indicated by a patent, proprietary, or
brand name, or by the name of the manufacturer, such
product shall be followed by the words "or equal. " A
Contractor may offer any material, process, or
equipment considered as equivalent to that indicated,
unless a sole source is specified. Failure of the
Contractor to submit requests for substitution
promptly after bid opening ,shall be deemed to signify
that the Contractor intends to furnish one of the
brands named in the Special Provisions, and the
Contractor does hereby waive all rights to offer or
use substitute materials, products, or equipment for
that which was originally specified. Unless otherwise
authorized by the Engineer, the time for submission of
data substantiating a request for substitution of an
"or equal" item shall be not more than 20 days after
bid opening.
4-1 .2 Submittals for Approval of "Or Equals . " - Should the
Contractor request approval for "or equal" products, it shall
submit data substantiating such ', request to the Engineer as per
Subsection 4-1 . 1, above. Data for approval of "or equal"
products shall include complete calculations, technical
specifications, samples, or published documents relating to the
performance and physical characteristics of the proposed
substitute. The appearance of manufacturer and product names or
trademarks, details of materials or services, or product
descriptions in either the Plans or the Specifications are for
reference only and do not constitute an endorsement of same by
the Engineer or the City.
4 .2 MATERIALS
4-•2 . 1 Quantities . - The Contractor shall submit with each of
its billing invoices, a corrected list of quantities, verified
by the Engineer, for unit price items listed in the Bid
Schedule.
4- 2 .2 Placing Orders . - The Contractor shall place the order (s)
for all long-lead supplies, materials, and equipment, for any
traffic signing, striping, legends, and traffic control
facilities within 3 working days; after the award of Contract by
CITYWIDE ARHM OVERLAY PROJECT CONTROL OF MATERIALS
CITY PROJECT NO. 02-01 SPECIAL PROVISIONS -SECTION 4-PAGE 1
7l1102
the City. The Contractor shall furnish the Engineer with a
statement from the vendor (s) that the order (s) for said
supplies, materials, and equipment has been received and
accepted by said vendor (s) within 15 working days from the date
of said award of Contract .
END OF SECTION -
CITYWIDE ARHM OVERLAY PROJECT CONTROL OF MATERIALS
CITY PROJECT NO. 02-01 SPECIAL PROVISIONS -SECTION 4- PAGE 2
711/02
SECTION 5 -; UTILITIES
5-1 REMOVAL, RELOCATION, OR PROTECTION OF EXISTING UTILITIES
(a) The following full text of Government Code Section 4215
shall replace the provisions of Section 5-5, subparagraph 4, of
the: Standard Specifications :
"In accordance with the provisions of Section 4215 of
the California Government Code, any contract to which
a public agency as defined in Section 4401 is a party,
the public agency shall assume the responsibility,
between the parties to the contract, for the timely
removal, relocation, or protection of existing main or
trunkline utility facilities located on the site of
any construction project that is a subject of the
contract, if such utilities! are not identified by the
public agency in the plans ', and specifications made a
part of the invitation for bids . The agency will
compensate the Contractor for the costs of locating,
repairing damage not due to the failure of the
Contractor to exercise reasonable care, and removing
or relocating such utility facilities not indicated in
the plans and specifications with reasonable accuracy,
and for equipment on the ' project necessarily idled
during such work.
The Contractor shall not be assessed liquidated
damages for delay in completion of the project, when
such delay was caused by the failure of the public
agency or the owner of the utility to provide for
removal or relocation of such utility facilities .
Nothing herein shall be deemed to require the
public agency to indicate) the presence of existing
service laterals or appurtenances whenever the
presence of such utilities on the site of the
construction project can be inferred from the presence
of other visible facilities, such as buildings, meter
and junction boxes, on or adjacent to the site of the
construction; provided, however, nothing herein shall
relieve the public agency from identifying main or
trunk lines in the plans and specifications.
If the Contractor while performing the contract
discovers utility facilities not identified by the
public agency in the contract plans or specifications,
he or she shall immediately notify the public agency
and utility in writing.
CITYWIDE ARHM OVERLAY PROJECT UTILITIES
CITY PROJECT NO. 02-01 SPECIAL PROVISIONS-SECTION 5 - PAGE 1
7/1/02
The public utility, where they are the owner, shall
have the sole discretion to perform _ repairs or
relocation work or permit the Contractor to do such
repairs or relocation work at a reasonable price. "
(b) Removal, Relocation, or Protection of Existing Utilities.The following provisions shall be added to the end of Section
5-5 of the Standard Specifications :
"If the Contractor, while performing the Contract,
discovers utility facilities not identified by the
public agency in the Contract Plans or Specifications,
he or she shall immediately notify the public agency
and utility in writing.
The public utility, where they are the owner, shall
have the sole discretion to perform repairs or
relocation work, or permit the Contractor to do such
repairs or relocation work at a reasonable price. "
5-2 UTILITY LOCATION AND PROTECTION
Locations of existing utilities shown on the Plans are
approximate and may not be complete. Therefore, the Contractor
shall notify Underground Service Alert at 1-800-227-2600 a
minimum of 2 working days prior to any excavation in the
vicinity of any potentially existing underground facilities in
order to verify the location of all utilities prior to the
commencement of the Work.
The Contractor shall be responsible for coordinating its
work with all utility companies during the construction of the
Work.
All water valve covers and sewer manhole covers shall be
adjusted to grade by the Contractor. The Contractor shall notify
each utility owner a minimum of 2 working days before commencing
the Work.
- END OF SECTION -
CITYWIDE ARHM OVERLAY PROJECT - UTILITIES
CITY PROJECT NO. 02-01 SPECIAL PROVISIONS-SECTION 5 -PAGE 2
7/1/02
SECTION 6 -- PROSECUTION, PROGRESS, AND ACCEPTANCE OF THE WORK
6-1 LIQUIDATED DAMAGES
6-1 .1 Amount. - The amount of liquidated damages as specified in
Section 6-9 of the Standard Specifications shall not apply, but
shall be as stated in the Agreement.
6--2: TIMES OF OPERATION
6-2 .1 Hours of Operation. - It shall be unlawful for any person
to operate, permit, use, or cause to operate any of the
following, other than between the hours of 7 : 00 a.m. to 3: 30
p.m. , Monday through Friday, with no work allowed on City-
observed holidays, unless otherwise approved by the Engineer:
1. Powered Vehicles
2 . Construction Equipment )
3. Loading and Unloading Vehicles
4 . Domestic Power Tools
6-:3 NOTIFICATION
The Contractor shall notify the City and the owners of all
utilities and substructures notlless than 2 working days prior
to commencing the Work. The following list of names and
telephone numbers is intended for the convenience of the
Contractor only and is not guaranteed to be complete or correct:
CITY OF PALM SPRINGS
Tom Cartwright, Engineering Field Supervisor (760) 323-8253
Sherman Ferguson, Streets Maintenance Supervisor (760) 323-8167
Dave Barakian, City Engineer (760) 323-8253
VERIZON
Attention: Mr. Bill Morrow (760) 778-3627
DESERT WATER AGENCY
Attention: Mr. Woody Adams (760) 323-4971
SOUTHERN CALIFORNIA EDISON COMPANY
Attention: Mr. Tony Edison (760) 202-4248
SOUTHERN CALIFORNIA GAS COMPANY
Attention: Ken Kennedy (909) 335-7716
TIME-WARNER CABLE
Attention: Mr. Dale Scrivner (760) 778-3400
WHITEWATER MUTUAL
Attention: Mr. Stan Clark (760) 325-5880
SPRINT
Attention: Mr. Lynn Durrett (909) 874-7450
UNDERGROUND SERVICE ALERT (800) 227-2600
PROSECUTION, PROGRESS,
CITYWIDE OVERLAY PROJECT AND ACCEPTANCE OF THE WORK
CITY' PROJECTECT N NO. 02-07 SPECIAL PROVISIONS-SECTION 6 - PAGE 1
7/1 i02
6-4 EMERGENCY INFORMATION
The names, addresses, and telephone numbers of the
Contractor, sub-contractors, their owners, officers, and
superintendents, shall be filed with the Engineer at the Pre-
Construction Conference.
- END OF SECTION -
PROSECUTION, PROGRESS,
CITYWIDE ARHM OVERLAY PROJECT AND ACCEPTANCE OF THE WORK
CITY PROJECT NO. 02-01 SPECIAL PROVISIONS -SECTION 6 -PAGE 2
711/02
SECTION 7 -- RESPONSIBILITIES OF THE CONTRACTOR
7-1 General. - The provisions of Section 7-13 of the Standard
Specifications shall be revised to read as follows :
"The Contractor shall keep itself fully informed of
all existing and future State and Federal laws, and
county and municipal ordinances and regulations, which
in any manner affect those engaged or employed in the
Work, or the materials used in the Work, or which in
any way affect the conduct of the Work, and of all
such orders and decrees of bodies or tribunals having
any jurisdiction or authority over the same. He or
she shall at all times observe and comply with all
such existing and future laws, ordinances,
regulations, orders, and decrees of bodies or
tribunals having any or all authority over the Work,
and shall indemnify the City and all officers and
employees thereof connected with the Work, including,
but not limited to, the City Engineer, against any
claim or liability arising from, or based on, the
violation of any such law, ordinance, regulation,
order, or decree, whether by itself or its employees.
If any discrepancy or inconsistency is discovered in
the Plans, Drawings, Special Provisions, or Contract
for the Work in relation to any such law, ordinance,
regulation, order, or decree, the Contractor shall
forthwith report the same to the Engineer in writing. "
7-2 Hours of Labor. - Eight hours labor constitutes a legal
day' s work. The Contractor shall comply with all applicable
provisions of Section 1810 to 1815, inclusive, of the California
Labor Code relating to working, hours . The Contractor shall
forfeit, as a penalty to the ', City, $25 . 00 for each worker
employed in the execution of th;e contract by the Contractor or
by any subcontractor under him for each calendar day during
which such worker is required or permitted to work more than 8
hours in any one calendar day or 40 hours in any one calendar
week, unless such worker receives compensation for all hours
worked in excess of 8 hours per ', day, or 40 hours during any one
week at not less than one and one-half times the basic rate of
pay•
7-3 Prevailing Wage. - As required by Sections 1770 and
following, of the California Labor Code, the Contractor shall
pay not less than the prevailing rate of per diem wages as
determined by the Director of the California Department of
Industrial Relations . Copies of such prevailing rate of per
diem wages are on file at the office of the Engineer, which
copies shall be made available to any interested party on
CITYWIDE ARHM OVERLAY PROJECT RESPONSIBILITIES OF THE CONTRACTOR
CITY PROJECT NO. 02-01 SPECIAL PROVISIONS - SECTION 7 - PAGE 1
7/1/02
request. The Contractor shall post a copy of such determination
at each job site.
7-4 Travel and Subsistence Payments. - As required by Section
1773. 8 of the California Labor Code, the Contractor shall pay
travel and subsistence payments to each worker needed to execute
the Work, as such travel and subsistence payments are defined in
the applicable collective bargaining agreements filed in
accordance with this Article.
To establish such travel and subsistence payments, the
representative of any craft, classification, or type of worker
needed to execute the Contract shall file with the Department of
Industrial Relations fully executed copies of collective
bargaining agreements for the particular craft, classification
or type of work involved. Such agreements shall be filed within
10 days after their execution and thereafter shall establish
such travel and subsistence payments whenever filed 30 days
prior to the call for Bids .
7-5 Unpaid Claims. - If, at any time prior to the expiration of
the period for service of a Stop Notice, there is served upon
the City a S'cop Notice, as provided in Sections 3179 through
3210 of the Civil Code of the State of California, the City
shall, until the discharge thereof, withhold from the moneys
under its control so much of said moneys due or to become due
the Contractor under this Contract, as shall be sufficient to
answer the claim stated in such Stop Notice, and to provide for
the reasonable cost of any litigation thereunder, provided, that
if the Engineer shall, in its discretion, permit the Contractor
to file with the City the bond referred to in Section 3196 of
the Civil Code of the State of California, said moneys shall not
thereafter be withheld on account of such Stop Notice.
7-6 Retainage From Monthly Payments. - Pursuant to Section
22300 of the California Public Contract Code, the Contractor may
substitute securities for any money withheld by the City to
ensure performance under the Contract. At the request and
expense of the Contractor, securities equivalent to the amount
withheld shall be deposited with the City or with a state or
federally chartered bank as the escrow agent, who shall return
such securities to the Contractor upon satisfactory completion
of the Contract . Deposit of securities with an escrow agent
shall be subject to a written agreement for in-lieu construction
payment retention, provided by the City between the escrow agent
and the City, which provides that no portion of the securities
shall be paid to the Contractor until the City has certified to
the escrow agent, in writing, that the Contract has been
satisfactorily completed. The City will not certify that the
Contract has been satisfactorily 'completed until at least 30
days after filing by the City of a Notice of Completion.
CITYWIDE ARHM OVERLAY PROJECT RESPONSIBILITIES OF THE CONTRACTOR
CITY PROJECT NO. 02-01 SPECIAL PROVISIONS -SECTION 7 -PAGE 2
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Securities eligible for investment under Public Contract Code
Section 22300 shall be limited to those listed in Section 16430
of the Government Code, and to bank or savings and loan
certificates of deposit.
7-7 Resolution of Construction, Claims . - As required under
Section 20104, et seq. , of the California Public Contract Code,
any demand of $375, 000 or less,, by the Contractor for a time
extension, payment of money, or damages arising from the work
done by or on behalf of the, Contractor pursuant to this
Contract, or payment of an amount which is disputed by the City,
shall be processed in accordance with the provisions of said
Section 20104, et seq. , relating to informal conferences, non-
binding judicially-supervised , mediation, and judicial
arbitration.
A single written claim shall be filed under this Article prior
to the date of final payment for all demands resulting out of
the Contract.
Within 30 days of the receipt of, the claim, the City may request
additional documentation supporting the claim, or relating to
defenses or claims the City may hive against the Contractor. If
the amount of the claim is less than $50, 000, the Contractor
shall respond to the request for additional information within
15 days after receipt of the request. The Contractor shall
respond to the request within 30 days of receipt, if the amount
of the claim exceeds $50, 000, but is less than $375, 000.
Unless further documentation is requested, the City shall
respond to the claim within 45 days, if the amount of the claim
is less than $50, 000, or within 60 days, if the amount of the
claim is more than $50, 000, but less than $375, 000 . If further
documentation is requested, the City shall respond within the
same amount of time taken by the Contractor to respond, or 15
days, whichever is greater, afte',r receipt of the information, if
the claim is less than $50, 000. If the claim is more than
$50, 000, but less than $375, 000, and further documentation is
requested by the City, the City shall respond within the same
amount of time taken by the Contractor to respond, or 30 days,
whichever is greater.
If the Contractor disputes the City' s response, or the City
fails to respond, the Contractor may demand an informal
conference to meet and confer for settlement of the issues in
dispute . The demand shall be served on the City, within 15 days
after the deadline of the City to respond, or within 15 days of
the City' s response, whichever, occurs first. The City shall
schedule the meet and confer conference within 30 days of the
request .
CITYWIDE ARHM OVERLAY PROJECT RESPONSIBILITIES OF THE CONTRACTOR
CITY PROJECT NO. 02-01 SPECIAL PROVISIONS - SECTION 7 - PAGE 3
7/1/02
I£ the meet and confer conference does not produce a
satisfactory request, the Contractor may pursue the remedies
authorized by law.
7-8 Payroll Records; Retention; Inspection; Noncompliance
Penalties; Rules and Regulations . - The Contractor and each
subcontractor shall keep an accurate payroll record, showing the
name, address, social security number, work classification,
straight time, and overtime hours worked each day and week, and
the actual per diem wages paid to each journeyman, apprentice,
worker, or other employee employed by him or her in connection
with the public work.
The payroll records, enumerated under paragraph one of this
Section 7-8, shall be certified and shall be made available for
inspection at all reasonable hours at the principal office of
the Contractor on the following basis:
1. A certified copy of an employee ' s
payroll record shall be made available for
inspection, or furnished to the employee, or
his or her authorized representative on
request.
2 . A certified copy of all payroll
records, enumerated herein, shall be made
available for inspection, or furnished upon
request, to a representative of the body
awarding the Contract, or the Division of
Labor Standards Enforcement, or the Division
of Apprenticeship Standards of the
California Department of Industrial
Relations .
3. A certified copy of all payroll
records, enumerated herein, shall be made
available upon request to the public for
inspection, or copies thereof made,
provided, however, that a request by the
public shall be made through either the body
awarding the Contract, or the Division of
Apprenticeship Standards, or the Division of
Labor Standards Enforcement . If the
requested payroll records have not been
provided pursuant to Section 7 . 8, paragraph
2, herein, the requesting party shall, prior
to being provided the records, reimburse the
costs of preparation by the Contractor, sub-
contractors, and the entity through which
the request was made. The public shall not
CITYWIDE ARHM OVERLAY PROJECT RESPONSIBILITIES OF THE CONTRACTOR
CITY PROJECT NO. 02-01 SPECIAL PROVISIONS- SECTION 7 - PAGE 4
7/1/02
be given access to ,the records at the
principal office of the Contractor.
The Contractor and each subcontractor shall file a certified
copy of the records, enumerated in paragraph one of this Section
7-8, herein, with the entity that requested the records within
10 days after receipt of a written request.
Any copy of records made available for inspection as copies, and
furnished upon request to the public or any public agency by the
awarding body, the Division of Apprenticeship Standards, or the
Division of Labor Standards Enforcement, shall be marked or
obliterated in such a manner as to prevent disclosure of an
individual ' s name, address, and social security number. The
name and address of the Contractor awarded the Contract or
performing the Contract shall not be marked or obliterated.
The Contractor shall inform the: body awarding the Contract of
the location of the records enumerated under said Section 7-8,
paragraph one, herein, including the street address, city and
county, and shall, within 5 working days, provide a notice of
any change of location and address.
In the event of noncompliance with the requirements of this
Section, the Contractor shall have 10 days in which to comply
subsequent to receipt of a written notice specifying in what
respects the Contractor must comply with this Section. Should
noncompliance still be evident , after the 10-day period, the
Contractor shall, as a penalty to the State or political
subdivision on whose behalf the Contract is made or awarded,
forfeit 25 dollars for each calendar day, or portion thereof,
for each worker, until strict compliance is effectuated. Upon
the request of the Division of Apprenticeship Standards or the
Division of Labor Standards Enforcement, these penalties shall
be withheld from progress payments then due.
A copy of all payrolls shall be submitted weekly to the
Engineer. Payrolls shall contain the full name, address and
social security number of each employee, his or her correct
classification, rate of pay, daily and weekly number of hours
worked, itemized deductions made, and actual wages paid. They
shall also indicate all apprentices and ratio of apprentices to
journeymen. The employee' s address and social security number
need only appear on the first payroll on which his or her name
appears . The payroll shall be' accompanied by a "Statement of
Compliance, " signed by the employer or its agent, indicating
that the payrolls are correct and complete, and that the wage
rates contained therein are not less than those required by the
Contract. The "Statement of ( Compliance" shall be on forms
furnished by the City, or on any form with identical wording.
CITYWIDE ARHM OVERLAY PROJECT RESPONSIBILITIES OF THE CONTRACTOR
CITY PROJECT NO. 02-01 SPECIAL PROVISIONS-SECTION 7 -PAGE 5
7/1/02
The Contractor shall be responsible for the submission of copies
of payrolls from all subcontractors .
If, by the 15th of the month, the Contractor has not submitted
satisfactory payrolls for all work performed during the monthly
period ending on or before the 1st of that month, the City will
retain an amount equal to 10 percent of the estimated value of
the work performed during the month from the next monthly
estimate, except that such retention shall not exceed $10, 000,
nor be less than $1, 000 . Retentions for failure to submit
satisfactory payrolls shall be in addition to all. other
retentions provided for in the Contract. The retention for
failure to submit payrolls for any monthly period will be
released for payment on the monthly estimate for partial
payments next following the date that all the satisfactory
payrolls for which the retention was made are submitted.
7-9 INSURANCE AMOUNTS
The insurance provided by the CONTRACTOR hereunder shall be (1)
with companies licensed to do business in the state of
California, (2) with companies with a Best ' s Financial Rating of
VII or better, and (3) with companies with a Best ' s General
Policy Policyholders Rating of not less than A, except that in
case of Worker' s Compensation Insurance, participation in the
State Fund, where applicable, is acceptable.
The limits of liability for insurance, as required by Section 7-
3 and 7-4 of the Standard Specifications, shall provide coverage
for not less that the following amounts, or greater where
required by laws and regulations:
1 . Workers ' Compensation:
a) State: Statutory Amount
Or minimum $1, 000, 000
b) Employer' s Liability: $1, 000, 000
2 . Comprehensive General Liability:
a) Bodily Injury (Including completed operations and
products liability and wrongful death) :
$ 1, 000, 000 Each Occurrence
$ 1, 000, 000 Annual Aggregate
Property Damage:
$ 1, 000, 000 Each Occurrence
$ 1, 000, 000 Annual Aggregate
CITYWIDE ARHM OVERLAY PROJECT RESPONSIBILITIES OF THE CONTRACTOR
CITY PROJECT NO. 02-01 SPECIAL PROVISIONS -SECTION 7 -PAGE 6
711/02
b) Property damage liability insurance will provide
explosion, collapse, and underground coverages
where applicable.
c) Personal injury,', with employment exclusion
deleted:
$ 1, 000, 000 Annual Aggregate
3 . Comprehensive Automobile Liability:
a) Bodily Injury (Including wrongful death) :
$1, 000, 000 Each Person
$1, 000, 000 Each Occurrence
b) Property Damage
$1, 000, 000 Each Occurrence
Or a combined single limit of $1, 000, 000
7-10 P^RMITS
7-10 . 1 Business License. The Contractor and all of its
subcontractors shall possess a ', current City business license
issued by the City prior to commencement of the Work, in
accordance with Title 3 of the City' s Municipal Code. The
Contractor shall obtain a Business License from the City of Palm
Springs prior to commencement of work. The Business License can
be obtained from the City of Palm Springs, Business License
Office, 3200 Tahquitz Canyon Way, Palm Springs, CA. 92262, (760)
323-8289.
7-10 .2 City of Palm Springs Construction Permit. The Contractor
shall be required to obtain and sign a City of Palm Springs
Construction Permit prior to commencement of the Work, but the
fee for this permit shall be waived. The Construction Permit can
be obtained from the office of the Engineer.
7-11 SITE CLEANUP
Throughout all phases of construction, including suspension of
work, and until final acceptance of the project, the Contractor
shall keep the work site clean and free from rubbish and debris .
The Contractor shall also abate dust nuisance, as required in
Section 7-16 of these Special, Provisions. The use of water
resulting in mud on public streets will not be permitted as a
substitute for sweeping or other methods.
CITYWIDE ARHM OVERLAY PROJECT RESPONSIBILITIES OF THE CONTRACTOR
CITY PROJECT NO. 02-01 SPECIAL PROVISIONS - SECTION 7-PAGE 7
7/1/02
Materials and equipment shall be removed from the site as soon
as they are no longer necessary; and upon completion of the work
and before final inspection the entire worksite shall be cleared
of equipment, unused materials, trash, rubbish and debris so as
to present a satisfactory clean and neat appearance, as approved
by the Engineer. Ali cleanup costs shall be absorbed in the
Contractor' s bid.
Full compensation for all work required in this section shall be
considered as included in the contract prices paid for the
related items of work and no additional compensation will be
allowed therefor.
7-12 DUST CONTROL
7-12 . 1 General
The Contractor shall be responsible for stabilizing the
disturbed soil and providing adequate dust control 24 hours a
day, every day, through the duration of the project . The method
which it will use must be approved by the Engineer. If a water
meter is required by the Engineer during construction, the
Contractor shall contact the Desert Water Agency at (760) 323-
4971 to obtain said meter. The cost of this work shall be
included in the price of various items in the Bid Schedule, and
no additional payment will be made therefor.
7-12 .2 Payment. - Full compensation for providing 24 hour
dust control and project maintenance; shall be considered as
included in the contract lump sum price paid for mobilization,
and no additional compensation will be allowed therefor.
- END OF SECTION -
CITYWIDE ARHM OVERLAY PROJECT RESPONSIBILITIES OF THE CONTRACTOR
CITY PROJECT NO. 02-01 SPECIAL PROVISIONS-SECTION 7 - PAGE 8
7/1/02
SECTION 8 -- FACILITIES FOR AGENCY PERSONNEL
(BLANK)
- END OF SECTION -
CITYWIDE ARHM OVERLAY PROJECT FACILITIES FOR AGENCY PERSONNEL
CITY PROJECT NO. 02-01 SPECIAL PROVISIONS - SECTION 8-PAGE 1
7/1/02
SECTION 9 - MEASUREMENT AND PAYMENT
9-1 GENERAL
9-1 .1 Payment. - Payment for the various items of the Bid
Sheet (s) , as further specified herein, shall include all
compensation to be received by the Contractor for furnishing all
tools, equipment, supplies, and manufactured articles, and for
all labor, operations, and incidentals appurtenant to the items
of work being described, as necessary to complete the various
items of work, all in accordance with the provisions for
Measurement and Payment in the Standard Specifications and these
Special Provisions, and as shown on the Drawings, including all
appurtenances thereto, and including all costs of compliance
with the regulations of public agencies having jurisdiction,
including the Safety and Health Requirements of the California
Division of Industrial Safety and the Occupational Safety and
Health Administration of the U. S. Department of Labor (OSHA) .
No separate payment will be made for any item that is not
specifically set forth in the Bid Sheet (s) , and all costs
therefor shall be included in the prices named in the Bid
Sheet (s) for the various appurtenant items of work.
9-1 .2 Partial and Final Payments . - Acceptance of any progress
payment accompanying any estimate without written protest shall
be an acknowledgement by the Contractor that the number of
accumulated contract days shown on the associated statement of
working days is correct. Progress payments made by the City to
the Contractor after the completion date of the Contract shall
not constitute a waiver of liquidated damages .
Subject to the provisions of Section 22300 of the Public
Contract Code, a 10 percent retention will be withheld from each
payment. All invoices and detailed pay requests shall be
approved by the Engineer before submittal to the City for
payment. All billings shall be directed to the Engineer.
The Contractor shall submit with its invoice the Contractor' s
conditional waiver of lien for the entire amount covered by such
invoice; valid unconditional waivers of lien from the Contractor
and all subcontractors and material-men for all work and
materials included in any prior invoices;
Waivers of lien shall be in the forms prescribed by California
Civil Code Section 3262 . Prior to final payment by the City,
the Contractor shall submit a final waiver of lien for the
Contractor' s work, together with releases of lien from any
subcontractor or material-men.
CITYWIDE ARHM OVERLAY PROJECT MEASUREMENT AND PAYMENT
CITY PROJECT NO. 02-01 SPECIAL PROVISIONS -SECTION 9- PAGE 1
7/1/02
9-1. .3 Payment. - The last subparagraph of Standard
Specifications Section 9-3. 1 shall be DELETED and the following
substituted therefor:
At the expiration of 35 days after acceptance of the Work by the City
Council, or as prescribed by law, the amount deducted from the final
estimate and retained by the City will be processed for payment to the
Contractor, except for such amounts as are required by law to be
withheld by properly executed and filed notices to stop payment, or as
may be authorized by the Contract robe further retained.
9-2 PAYMENT SCHEDULE
9-2 . 1 Bid Schedule. - All pay line items will be paid for at the
unit prices named in the Bid Sheet (s) for the respective items
of work. The quantities of work or material stated as unit
price items on the Bid Sheet (s)' are supplied only to give an
indication of the general scope of the Work. The City does not
expressly, nor by implication, agree that the actual amount of
work or material will correspond therewith, and reserves the
right after the award of Contract to increase or decrease the
quantity of any unit price item of work, and shall have the
right to delete any Bid item', in its entirety, or to add
additional Bid items . 1
9-2 .2 Initial Mobilization. - Measurement for payment for
initial mobilization will be based upon completion of such work
as a lump sum, non-proratable pay item, and shall require
completion of all of the listed items during the first 15 days
following the Notice to Proceed.',
Payment for Initial Mobilization will be made at the lump sum
allowance named in the Bid Sheet (s) under Item No. 1, which
price shall constitute full compensation for all such work.
Payment for Initial Mobilization will be made in the form of a
single, lump-sum, non-proratable payment, no part of which will
be approved for payment under the Contract until all Initial
Mobilization items listed herein have been completed as
specified. The scope of the work included under Pay Item No. 1
shall include the obtaining of all bonds, insurance, and
permits, moving onto the site of all plant and equipment, and
the furnishing and erecting of plants, temporary buildings, and
other construction facilities, ,all as required for the proper
performance and completion of , the Work. Mobilization shall
include, but not be limited to, the following principal items :
1 . Moving onto the site of all Contractor' s plant
and equipment required for the first month' s
operations .
2 . Installing temporary ;construction power, wiring,
and lighting facilities per Paragraph 7-8 . 5,
"Temporary Light, Power, and Water" of the
CITYWIDE ARHM OVERLAY PROJECT MEASUREMENT AND PAYMENT
CITY PROJECT NO. 02-01 SPECIAL PROVISIONS-SECTION 9 - PAGE 2
7/1/02
Standard Specifications and these Special
Provisions . '
3 . Providing on-site sanitary facilities and potable
water facilities, as specified per Paragraph 7-
8 . 4, "Sanitation" of the Standard Specifications.
4 . Arranging for, and erection of, the Contractor' s
construction and storage yard per Section 7-10,
"Public Convenience and Safety" of the Standard
Specifications .
5 . Obtaining and paying for all required bonds,
insurance, and permits .
6. Posting all OSHA-required notices, and establishment
of OSHA-approved safety programs .
7 . Having the Contractor' s superintendent at the job
site full-time.
8 . Submitting of the required Construction Schedule,
as specified in the Section 6-1, "Construction
Schedule and Commencement if Work" of the
Standard Specifications .
No payment for any of the listed Initial Mobilization Work
items will be made until all of the listed items have been
completed to the satisfaction of the Engineer.
The aforementioned amount will be retained by the City as the
agreed, estimated value of completing all of the mobilization
items listed. Any such retention of money for failure to
complete all such mobilization items as a lump-sum item shall be
in addition to the retention of any payment pursuant to the
provisions of Public Contract Code 22300 .
- END OF SECTION -
CITYWIDE ARHM OVERLAY PROJECT MEASUREMENT AND PAYMENT
CITY PROJECT NO. 02-01 SPECIAL PROVISIONS -SECTION 9- PAGE 3
711102
SECTION 10 -- CONSTRUCTION DETAILS
10-4. GENERAL
10-•1 . 1 RECORD DRAWINGS
The Contractor shall keep a complete set of record drawings at the
jot) site. The Construction Plans shall be legibly marked showing
each actual item of record construction including:
10-•1 .2 LOCATION
General Location of Work:
- Stevens Road from Indian Canyon Drive to east end.
- Crossley Road from Mesquite Avenue to approx. 300' south of
34TH Avenue.
- Calle Abronia from Ramon Road to Camino Parocela.
- Calle Palo Fierro from Sunny Dunes Road to North Riverside
Drive.
10•-2 TRAFFIC CONTROL
10•-2 .1 Maintaining Traffic. - Attention is directed to
Sections 7-10, "Public Convenience and Safety, " of the Standard
Specifications,
10-2 .2 Field Operations. -- The Engineer retains the authority
to initiate field changes in traffic control to ensure public
safety and minimize traffic disruptions . The Contractor shall
maintain all traffic control devices in proper working condition
24 hours a day, 7 days a week for the duration of the Work,
regardless of whether the subject traffic control devices were
originally included in the Contract or were added at the
discretion of the Engineer. All traffic control devices shall be
removed from view and non-operational when not in use.
10-2 .3 Construction Signing, , - Lighting and Barricading --
Construction signing, lighting and barricading shall be provided
on all projects as required by ,City Standards or as directed by
the City Engineer. As a minimum, all construction signing,
lighting and barricading shall be in accordance with State of
California, Department of Transportation, "MANUAL OF TRAFFIC
CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" dated 1996,
or subsequent editions in force at the time of construction.
These signs and barricades shall be indicated on and be an
integral part of the Traffic Control Plan.
CITYWIDE ARHM OVERLAY PROJECT SPECIAL PROVISIONS
CITY PROJECT NO. 02-01 CONSTRUCTION DETAILS
6/20/02 SECTION 10-PAGE 1
10-2 .4 Temporary No Parking Signs . - Temporary No Parking
signs shall be posted at least 24 hours, but no more than 48 hours
in advance of the work. The signs shall be placed no more than
100 feet apart on each side of the street and at shorter intervals
if conditions warrant. The Contractor shall provide the signs and
will be responsible for adding the dates and hours of closure to
the signs . Removal of signs and furnishing and placing of
barricades, if necessary, for posting of signs will be provided.
All signs shall be removed within 24 hours after the effective
date.
10-2 .5 Notice to Property Owners or Businesses. - The
Contractor shall notify the property owners or occupants of
affected properties with a written notice 48 hours prior to the
beginning of construction. Said notice shall be prepared and
submitted to the Engineer for approval prior to notifying property
owners or occupants of affected properties.
10-2 .6 Traffic Disruptions. -- For all road closures, road
detours, lane closures, and all night operations, the Contractor
shall obtain written approval from the Engineer a minimum of 2
working days prior to the commencement of the Work. All warning
signs shall be manufactured with high intensity faces and legends,
and shall be placed at least 7 calendar days prior to the
commencement of construction. All work done on major and secondary
thoroughfares (Crossley Road) shall utilize solar powered flashing
arrow boards, and all signs shall remain in place during nighttime
hours . Any of the Contractor' s work that may disrupt normal
traffic signal operation shall be coordinated with the Engineer a
minimum of 2 working days prior to the commencement of the Work.
10-2 . 7 Allowable Lane Closures.
Travel Lanes. - On Crossley Road, during working hours, the
Contractor shall maintain not less than one lane of traffic open
in each direction at all times. At night and during non-working
hours, the Contractor shall leave the work site in a safe
condition and allow for the full use of two lanes of traffic.
Flaggers shall be utilized to ensure the safe flow of traffic at
intersections and businesses that may be affected. This work shall
be included in the Bid Item price for traffic control in the Bid
Schedule, and no additional compensation will be allowed therefor.
10-2 . 8 Traffic Access and Control. - The Contractor shall
provide and maintain all necessary traffic control to protect and
guide traffic around all work in the construction zone, including
solar-powered arrow boards. All traffic controls shall be clearly
posted with signs prior to the commencement of the Work. All
traffic restrictions listed herein shall supplement any other
CITYWIDE ARHM OVERLAY PROJECT SPECIAL PROVISIONS
CITY PROJECT NO. 02-01 CONSTRUCTION DETAILS
6/20/02 SECTION 10- PAGE 2
traffic control requirements of the City, and are not intended to
replace any part of these requirements . Local access shall be
maintained to all properties fronting the Work at all times .
10•-2 . 9 Parking and Access. - Access shall be maintained to all
driveways within the construction zone, unless other prior
arrangements have been made with the Engineer and the affected
property owner.
10-2 . 10 Pedestrians. - The Contractor shall erect signs and
barricades to direct pedestrians through or around the
construction zone. These signs and barricades shall be an
integral part of the Contract, and shall be included as part of
the Bid Item for traffic Control in the Bid Schedule, and no
additional compensation will be allowed therefor.
10-2 .11 Public Safety During , Non-Working Hours. - Notwith-
standing the Contractor' s primary responsibility for safety at the
site of the Work when the Contractor is not present, the Engineer,
at his option, after attempting to contact the Contractor, may
direct City forces to perform any functions he may deem necessary
to ensure public safety at or in the vicinity of the site of the
Work. If such procedures are implemented, the Contractor stall be
responsible for all expenses incurred by the City.
10-2 . 12 Measurement and Payment - Payment for traffic control
will be included in the lump sum bid item for "Traffic Control" ,
which price shall include full compensation for completion of all
such work as required hereunder. ,
Measurement for payment for traffic control will be based upon the
completion of all planning, design, engineering, furnishing, and
construction, and maintenance and removal, of all traffic control
as a lump sum item, complete, as required under the provisions of
any permits, and in accordance with the standard specifications
and these special provisions.
10-3 Earthwork
10-3 . 1 Clearing and Grubbing. - All clearing and grubbing
shall conform to sections 300-1. 1, 300-1. 2, and 300-1 . 3 of the
Standard Specifications. Clearing and Grubbing shall consist of
removing all existing objectionable natural materials in the area
of the proposed work to the satisfaction of the Engineer. Said
objectionable materials shall be; hauled away and properly disposed
of.
10-3 . 1 . 1 Existing Facilities . ' - It shall be the Contractor' s
responsibility to protect all existing improvements not designated
0TYWIDE ARHM OVERLAY PROJECT SPECIAL PROVISIONS
CITY PROJECT NO. 02-01 CONSTRUCTION DETAILS
6/20/02 SECTION 10-PAGE 3
for removal . Should the Contractor anticipate removal of any
sidewalk, handicap ramps, curbs, gutters, driveway approaches,
trees, hedges, oleanders, fences, walls, signs, water valves,
irrigation system components and associated electrical service,
etc. , that are not slated for removal as part of the Contract,
repair and replacement shall be at least equal to the existing
improvements prior to such damage, all in accordance with
requirements of the Contract Documents .
The Contractor shall be responsible for any and all damage done to
existing property and adjacent properties during all construction
work under this contract, and the Contractor, at its expense,
shall make any repairs that result from its operations, to the
approval of the Engineer and the subject property owner.
Damaged or removed bikeway or traffic striping shall be replaced
by the Contractor with permanent striping within 24 hours of
damage or removal, or replaced with temporary striping at the
discretion of the Engineer.
10-3.1 .2 Approval of Repairs. - All repairs to damaged
improvements are subject to inspection and approval by an
authorized representative of the improvement owner before being
concealed by backfill or other work.
10-3 . 1.3 Payment. - The cost of clearing & grubbing shall be
considered included in the various bid items of work and no
additional compensation will be made therefor.
10-3 .2 REMOVALS
10-3.2 . 1 Disposal Site. - The Contractor shall specify the route
and the disposal site of the material that is required to be
removed and hauled away. The Contractor shall provide this
information at the Pre-Construction Conference.
The Contractor will not be allowed to stockpile removal material
on adjacent lots with or without the permission of the property
owner.
10-3 .2 .2 Asphalt Concrete Pavement - Removal of existing asphalt
concrete pavement shall be done to neatly sawed edges, as shown on
the plans or as directed by the Engineer.
Payment for removal of asphalt concrete pavement will be made at
the unit price bid per square foot for "Remove Existing A.C.
Pavement" , which price shall constitute full compensation for saw-
cutting, removal and disposal of all resulting materials and no
additional compensation will be made therefore.
CITYWIDE ARHM OVERLAY PROJECT SPECIAL PROVISIONS
CITY PROJECT NO. 02-01 CONSTRUCTION DETAILS
6/20102 SECTION 10-PAGE 4
10-•3 .2 .3 COLD PLANING
10--3 .2 . 3 .1 General. Existing asphalt concrete pavement shall be
cold planed in a triangular cross-section to a maximum depth of
14y ' or 14-f , in conformance with the header cut details shown on
the plans . All cold planing shall be done in accordance with
Section 302-5 . 2 of the Standard Specifications .
The Contractor' s attention is directed to the fact that in
some areas, existing asphalt concrete pavement has been overlaid
in excess of 1/4 - inch above existing edge of gutter.
Where cold planing is done normal to traffic, the header cuts
shall be filled with temporary AC or AC grindings to form a ramp
in the header cut at least 5 feet wide, after the cold planing,
before the street is opened to traffic. This temporary ramp shall
be removed prior to placement of the overlay.
10-3 .2 .3.2 Disposal Site. - The Contractor shall specify the
route and the disposal site of the material which is required to
be removed and hauled away. The Contractor shall , provide this
information at the Pre-Construction Conference.
The Contractor shall not stockpile any removals on any
adjacent lots, with or without the property owner' s approval.
10-3.2 .3 .3 Payment - Payment for cold planing header cuts
shall be made at the unit price bid per square foot for "Cold
Plane Existing AC Pavement" , which price shall constitute full
compensation for grinding to various depths adjacent to existing
curb and gutter and where shown on the plans, and removal and
disposal of all resulting 'materials, and no additional
compensation shall be allowed therefore.
10-3 .2 . 4 Existing Pavement Markers. Contractor shall remove all
existing raised pavement markers within the limits of the project.
Payment for removal of pavement markers shall be considered as
included in the various bid items of work, and no additional
compensation will be allowed therefore.
10-3 .3 Unclassified Excavation
10-3.3 . 1 Unclassified Excavation. - Unclassified excavation
shall consist of all excavation,', including roadways .
10-3 . 3 .2 Selected Materials. - ! The text of Subsection 300-2 . 7 of
the Standard Specifications is '; hereby deleted and replaced with
the following:
CITYWIDE ARHM OVERLAY PROJECT SPECIAL PROVISIONS
CITY PROJECT NO. 02-01 CONSTRUCTION DETAILS
6/20/02 SECTION 10- PAGE 5
"Selected materials encountered in the excavations within the
limits of the Work that conform to the Standard Specifications for
base material, trench bedding, backfill, topsoil, or other
specified materials shall be used as shown on the Plans, in the
Special Provisions, or as directed by the Engineer. Topsoil
excavated may be considered only for the purpose of backfilling
areas to be planted. "
10-3 .3 .3 Payment. - Payment for unclassified excavation shall be
considered as included in the various bid items of work, and no
additional compensation will be made therefore.
10-4 SUBGRADE PREPARATION
10-4.1 Subgrade Preparation. Preparation of subgrade shall
conform to Section 301-1.2 of the Standard Specifications. The
subgrade shall have a minimum thickness of 24 inches. The top 6
inches of subgrade material shall be compacted to a relative
compaction of 95 percent in accordance with the City of Palm
Springs Street Pavement Requirements Standard Drawing Number 110 .
10-4.1 .1 Grade Tolerance. Immediately prior to placing subsequent
layers of meterial thereon, the grading plane, at any point, shall
not vary more than 0. 05 feet above or below the grade established
on the project plans.
10-4.1 .2 Watering. Water for use in subbase preparation shall be
potable, therefore, there is no need to obtain reclaimed
wastewater permits. Water shall be applied to compact soil,
subbase, base, and surfacing material through the use of a
watering truck which shall spray water uniformly. No chemical
additives shall be used during the water application process .
10-4 . 1.3 Payment. - Payment for preparation of subgrade shall be
considered as included in the various bid items of work, and no
additional payment will be made therefore.
10-5 ASPHALT-RUBBER HOT MIX OVERLAY
10-5.1 General - Asphalt-Rubber Hot Mix Overlay shall conform to
Section 203-11, "Asphalt-Rubber Hot Mix (ARHM) Wet Process" of the
Standard Specifications, and shall be class ARHM-GG-C.
In the event the manufacturer of the asphalt-rubber binder is an
entity other than the prime contractor, the manufacturer shall be
listed in the Bid as a subcontractor and shall be required to
submit a certificate of compliance.
CITYWIDE ARHM OVERLAY PROJECT SPECIAL PROVISIONS
CITY PROJECT NO. 02-01 CONSTRUCTION DETAILS
6120/02 SECTION 10-PAGE 6
10--5 .2 Tack Coat. Tack coat shall be a SS-lh emulsified
asphalt and it shall be applied, to all clean, existing asphalt
areas prior to overlaying with new asphalt concrete.
The cost of tack coat shall bel included in the price for ARHM
overlay, and no additional payment will be made therefore.
10•-5 .3 Distribution and Spreading - All ARHM overlay work shall
comply with Section 302-9 "Asphalt Rubber Hot Mix (ARHM)" of the
Standard Specifications. Contractor shall provide surface
temperature readings with an infrared heat measurement device when
requested by the Engineer.
10-5 . 4 Payment - Payment for ARHM overlay shall be made at the
unit price bid per square foot .for "Construct 1W' ARHM Overlay"
and shall include full compensation for furnishing all materials
and for all labor, equipment, tools, and incidentals needed to
complete the work in place, and no additional payment will be made
therefor.
10-6 ASPHALT CONCRETE
10-6.1 Asphalt Concrete Pavement. Asphalt concrete pavement
shall be laid in 1 lift. The lift shall consist of 2 �f inches of
type C2-AR4000 asphalt concrete pavement. This mixture of asphalt
concrete shall be placed on a' prepared subgrade. All asphalt
concrete pavement construction ', shall conform to Section 203-6
"Asphalt Concrete" of the Standard Specifications .
10'-6.2 Aggregate Sampling and Mix Design. Laboratory tests may
be performed at the expense of the City to determine if aggregates
at the plant fall within specifications . Correction to sieves may
be: necessary if proper percentages are not met.
10-6. 3 Asphalt Concrete Placement. Application of asphalt
concrete shall conform to Section 302-5 . 5 "Distribution and
Spreading" and Section 302-5 . 6 "Rolling" of the Standard
Specifications .
10-6 .4 Measurement and Payment. Payment for Asphalt Concrete
shall be made at the unit price bid per square foot for "Construct
21,f" AC Pavement" , as shown oni the plans, as specified in the
Standard Specifications, in these special provisions, and as
directed by the Engineer.
No separate payment will be made for asphalt or aggregate used in
the asphalt concrete, and all costs therefor shall be included in
the unit price bid for asphalt concrete.
CITYWIDE ARHM OVERLAY PROJECT SPECIAL PROVISIONS
CITY PROJECT NO. 02-01 CONSTRUCTION DETAILS
6/20/02 SECTION 10- PAGE 7
Payment for asphalt concrete shall include full compensation for
construction of asphalt concrete including all material, labor,
plant, equipment, furnishing all transportation, hauling,
spreading, compacting, and protecting, complete in place,
preparation of subgrade and tack coat, in accordance with the
standard specifications and these special provisions .
10-6.5 Adjustment of Sewer Manholes to Grade. Sewer manholes
shall be adjusted to grade where shown on the plans in accordance
with City of Palm Springs Standard Drawing 402 .
Payment for adjustment of sewer manholes to grade shall be made at
the unit price bid per each for "Adjust Sewer Manhole to Grade"
complete in place, including all excavation, backfill, removal and
replacement of manhole frame and cover, removal and/or addition of
filler rings, mortar, disposal of waste or excess materials, as
required in City of Palm Springs Standard Drawing number 402, and
as directed by the Engineer.
10-6. 6 Adjustment Water Valves to Grade.
Water valve covers shall be adjusted to grade by the contractor
where shown on the plans in accordance with Desert Water Agency
and the City of Palm Springs Standards .
Payment for adjustment of water valve covers to grade shall be
made at the unit price bid each for "Adjust Water Valve Cover to
Grade" , and no additional compensation will be allowed therefor.
10-7 STRIPING AND PAVEMENT MARKERS
10-7 .1 Temporary Striping. -- Whenever the Contractor' s
operations obliterate pavement delineation (painted lines, raised
pavement markers, painted markings, or legends) , such pavement
delineation shall be replaced in kind by the Contractor by either
permanent or temporary delineation before opening the traveled way
to public traffic. Temporary delineation shall consist of
reflective raised pavement markers (Type "L") which shall be
applied in accordance with the manufacturer' s most current
published instructions . Temporary delineation shall be of the same
color as the permanent delineation.
10-7 .2 Pavement Markings -- Pavement markings shall conform to
the provisions in Section 210-1 . 6 . 1 "General" and 210-1. 6 .2
"Thermoplastic Paint, State Specifications, " of the Standard
Specifications and these Special Provisions .
10-7 .3 Applying Pavement Markings and Striping -- Traffic
legends, arrows, stop bars and bikeway striping shall be applied
in accordance with section 310-5 . 6 of the Standard Specifications,
using thermoplastic paint .
CITYWIDE ARHM OVERLAY PROJECT SPECIAL PROVISIONS
CITY PROJECT NO. 02-01 CONSTRUCTION DETAILS
6120/02 SECTION 10-PAGE 8
10-7 .4 Night Operations. -- (Bikeway striping, legends, and
pavement markings may be installed at night when approved by the
Engineer. Otherwise, the Work shall be executed only during the
working hours discussed in Section 6, Subsection 6-2 . 1, "Working
Hours and Days, " of the Special Provisions .
10-.7 .5 Compatibility. -- The Contractor shall contact the Traffic
Mai-ntenance Supervisor of the City at (760) 323-8169 a minimum of
2 working days before any legends are painted on City streets, to
ensure that the patterns the ' Contractor is using match the
patterns used by the City. No other patterns will be allowed to be
used except those patterns that match the City' s .
10••7 .6 Payment. - Payment for Traffic Striping and Pavement
Markers shall be made at the lump sum price bid for —Traffic
Striping and Markings ' ' , and no ' additional compensation will be
allowed therefore .
10--8 RAISED PAVEMENT MARKERS
10•-8 .1 Removal of Existing Pavement Markers. Removal of existing
pavement markers shall conform *.o Section 312-3 "Removal" of the
Standard Specifications.
10•-8 .2 Pavement Markers -- Pavement markers shall conform to the
provisions in Section 214, " Pavement Markers," and shall be
installed in accordance with Section 312-1, " Pavement Marker
Placement and Removal," of the Standard Specifications, and these
Special Provisions.
Epoxy adhesive per section 214-6 of the Standard Specifications
shall be used for installation of all raised pavement markers .
All existing raised pavement markers shall be replaced, and new
markers of either reflective or non-reflective type installed as
necessary to meet the appropriate Caltrans standards for the roads
within the project. All lane lines and centerlines delineated
within the project, including those streets currently delineated
with paint or thermoplastic, shall be delineated with raised
pavement markers and not with paint or thermoplastic. All
channelizers removed by the Contractor' s operations shall be
replaced in like kind, at its expense.
The Contractor shall establish all traffic striping by string line
and rabbit tracking to provide markings that will vary less than
1/2-inch in 50 feet from the specified alignment.
All additional work necessary to establish satisfactory lines for
markers shall be performed by the Contractor,
CITYWIDE ARHM OVERLAY PROJECT SPECIAL PROVISIONS
CITY PROJECT NO. 02-01 CONSTRUCTION DETAILS
6/20/02 SECTION 10-PAGE 9
10-8 .3 Blue Hydrant Markers - Blue hydrant markers shall be
"Bright Dot" round thermoset polymer pavement markers as
manufactured by Clama Products, or approved equal .
Blue hydrant markers shall be installed 6 inches from the
centerline of the street and on a line perpendicular to each fire
hydrant . When the fire hydrant is at an intersection, 2 blue
markers shall be installed. Each shall be placed 6 inches from
the centerline of the half-street closest to the fire hydrant and
on a line perpendicular to the fire hydrant .
10-8 .4 Payment - Payment for installation of new raised pavement
markers shall be made at the lump sum price bid for --Traffic
Striping and Markings ' ' , and shall include full compensation for,
providing and installing new raised pavement markers and all other
appurtenant work, and no additional compensation will be allowed
therefor.
Payment for removal of existing raised pavement markers shall be
considered as included in the various bid items, and no additional
compensation shall be allowed therefore.
10-9 CRACKFILLING
10-9. 1 DESCRIPTION - The work shall consist of the preparation of
cracks and placing of asphalt concrete material in all transverse,
longitudinal and block pavement cracks in excess of 11f wide, as
generally indicated on the Drawings .
10-9.2 Material - Crack filling material for all pavement
cracks shall be type E-AR4000 asphalt concrete per Section 203-6
of the Standard Specifications .
10-9.3 Preparation of Cracks - All cracks to be filled shall
be swept and cleaned by air to remove dust, moisture and foreign
material for a minimum of 6 inches on each side of the crack. All
cracks and joints shall be treated with an approved weed killer at
least seven (7) days before sealant application if weeds or other
plant material are present in the pavement cracks . The Contractor
shall apply weed killer to all plant material prior to their
removal, according to the manufacturer' s specifications .
10-9 . 4 Asphalt Concrete Placement. Installation of asphalt
concrete pavement as crack filling material shall be made by a
method that achieves a complete and thorough placement of asphalt
concrete without segregation and voids, and achieves required
density and compaction.
CITYWIDE ARHM OVERLAY PROJECT SPECIAL PROVISIONS
CITY PROJECT NO. 02-01 CONSTRUCTION DETAILS
6120/02 SECTION 10-PAGE 10
10-•9.5 Payment - Payment for the installation of asphalt
concrete as crack filling material shall be made at the unit price
bid per linear foot "Crack Filling" , and shall include preparation
of all cracks, application of !weed killer, (as required) and
installation of type E-AR4000 ,asphalt concrete, and shall be
considered as full compensation for furnishing all labor,
materials, tools, equipment and incidentals to accomplish the work
as specified herein and no additional compensation will be allowed
therefor.
END OF SECTION
CITYWIDE AR IM OVERLAY PROJECT SPECIAL PROVISIONS
CITY PROJECT NO. 02-01 CONSTRUCTION DETAILS
6/20/02 SECTION 10-PAGE 11
CITY OF PALM SPRINGS
PUBLIC WORKS AND ENGINEERING DEPARTMENT
PART III - APPENDIX
CITYWIDE ARHM OVERLAY PROJECT
CITY PROJECT NO. 02-01
- City of Palm Springs Standard Drawings
Drawing No. 110- Street Pavement Requirements
Drawing No. 402 -Top of Manhole Detail
Drawing No. 625 -Traffic Legend Detail
Caltrans Standard Plans
Plan No. A20A
Plaza No. A20B
Plan No. A20D
Plan No. A24A
CITYWIDE ARHM OVERLAY PROJECT SPECIAL PROVISIONS
CITY PROJECT NO.02-01 CONSTRUCTION DETAILS
6/20/02 SECTION 10-PAGE 12
NO. REVISIONS APPROVED DATE
R PL
STREET RIGHT OF WAY WIDTH
STREET WIDTH CURB FACE TO CURB FACE
2.00i CENTERLINE 70 LIP OF GUTTER 1 2.00;6 CENTERLINE TO LIP OF GUTTER
r
ASPHALT CONCRETE PAVEMENT OVER
(r/COMPACTED CRUSHED MISCELLANEOUS
BASE AS DESCRIBED BELOW IP,CC. CURB AND GUTTER PER C.P.S STD. DWG, 200
STREET WIDTH CROWN HEIGHT
84' .84
76' 76
64' .64
52' 52
40 40
36' .36
32' .32
MINOR STREETS:
2-1/2 INCHES OF ASPHALT CONCRETE II LIFT) OVER 4 INCHES OF CRUSHED MISCELLANEOUS BASE
AND A MIN. SUBGRADE OF 24 INCHES AT 95-4 RELATIVE COMPACTION. '
COLLECTOR AND SECONDARY STREETS:
3 INCHES OF ASPHALT CONCRETE II LIFT) OVER 6 INCHES OF CRUSHED MISCELLANEOUS BASE
AND A MIN. SUBGRADE OF 24 INCHES AT 95% RELATIVE COMPACTION
MAJOR THOROUGHFARE STREETS: ',
5 INCHES OF ASPHALT CONCRETE 12 LIFTS) OVER 4 INCHES OF CRUSHED MISCELLANEOUS BASE
AND A MIN. SUBGRADE OF 24 INCHES AT 95% RELATIVE COMPACTION.
NOTES:
I. THICKNESSES SHOWN ARE TO BE CONSIDERED A MINIMUM. ALL SECTIONS TO BE
VERIFIED BY SOILS ANALYSIS BY LICENSED SOILS ENGINEER.
2. ASPHALT RUBBER HOT MIX IA.R,H.M.) IS AN ACCEPTABLE SUBSTITUTE FOR
THE ASPHALT SPECIFIED, SUBJECT TO VERIFICATION BY THE CITY ENGINEER,
MIN 2' NEW CONSTRUCTION
MIN 1-1/2" CAP OVER EXISTING PAVEMENT
3 ASPHALT SHALL BE AR4000 INSTALLED PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION, 1994 EDITION AC TYPE TO BE SPECIFIED BY CITY ENGINEER.
4 PAVEMENT SHALL BE LAID WITH A BARBER GREEN PAVING MACHINE OR EQUAL
5 A.C, PAVEMENT SHALL BE FLUSH WITH LIP OF GUTTER.
CITY OF PALM SPRINGS APPR]p DATE
DEPARTMENT OF PUBLIC WORKS 28631
CITY ENGINEER R.c.E.
DRAWN BY SJ.0 FILE N STANDARDS
STREET PAVEMENT REQUIREMENTS
, CHECKED BY. E R F DWG N0. 110
N0. REVISIONS APPROVED DATE
P.0 CONCRETE RING PER
SUBSECTION 303-5.1 OF
THE STANDARD
SPECIFICATIONS SET TOP OF STANDARD MANHOLE FRAME AND
(560-C-3250-6 SACKI COVER AT FINISH GRADE OF STREET PAVEMENT
SEE C P.S STD DWG. NO 400
10
1/4" Typ)
0
S - a
ASPHALT CONCRETE .i PROVIDE 9" ADJUSTMENT
PAVEMENT. THICKNESS i 3-24"X3" GRADE RINGS
.�.
AS SHOWN ON PLANS
et
(ALL JOINTS SHALL BE GROUTED PER
SUBSECTIONS 202-2.2.2 AND 303-1 B 2
OF THE STANDARD SPECIFICATION FOR
PUBLIC WORKS CONSTRUCTION
NOTES:
I. WHEN ADJUSTING MANHOLES TO GRADE, CONTRACTOR SHALL UTILIZE THE
APPLICABLE MANHOLE SHIMS AS MANUFACTURED BY SOUTH BAY FOUNDRY
MODEL NO.S 1310/1", 1 1/4", 2", AND, 1312/1", 1 1/4", AND 2" OR EQUAL.
SOUTH BAY FOUNDRY, P.O. BOX 1256, NATIONAL CITY, CA. 91950,
(619) 474-8481.
2 MAXIMUM OF 3 GRADE RINGS.
CFY OF PALM SPRINGS APPROVEL}{j� �/ DATE:
Fab DEPARTMENT OF TRANSPORTATION ��fy(�� 31
CITY ENGINEER R C.E
TOP OF MANHOLE DRAWN BY IFILE-NO
RBJ STANDARD
DETAIL CHECKED DY DJa I DWG NO 402
w0- REVISIONS APPROVED PATE
STOP BAR TO BE LOCArFACEof
IN THE MIDDLE OF TRANNEAREST THE B,C.8' SIPAMP
CL OF ROADWAY
4'
$• NOTE.
ALL STENCILS
17NCNPED TO 9E CAL. TRANS
METRIC.
ITEM TYPE
CL OF ROADWAYSTRAIGHT ARROWS TYPE 1
CURB CURVED ARROWS TYPE IV
DROP ARROWS TYPE VI
- SEE ATTACHED UST FOR
AONTIONAL SPECIFICATIONS.
STOP BAR LEGEND DETAILS .
of P'k , S,
z City of Palm .Springs
y Traffic Engineering Div.
APPROVED BY:_�,i
OF—AN LEWIS
TRAFFIC-ENGINEER
APP. C,C.his. NC,_ • o�:ec qcn-
NO-CITY OF PALM SPRINGSDEPARTMENT OF COMMUNITY DEVELOPMENT 1t�"L Z AA �'�CITY ENGINEER TRAFFIC LEGEND DETAIL ORAIYN BY: R B J FI,I E IIO.STACHECKED BY: "L .
I
I I
I
CENTERLINES
AL
(2 LANE HIGHWAYS) r14r mmms,=x"rYM1e
LANELINES
DETAIL I (MULTILANE HIGHWAYS) fir
. raM em, eo o. qeE,
�z.w m� s.m m z.l�m sJe m zJ^m, Julr ].v19ss a
DETAIL 2 DETAIL 8
OET 14e1m zJ+m S.lem 2.9m 515m ,2Hm
5mm 2Nmz.59m I � -'' NO PASSING ZONES-ONE DIRECTION
O C= O F a+ 5.19 m Z.14 5.18 m 2J+m
I-�
DETAIL 4 DETAIL 9 DETAIL 15 T
11.61 m �>•
14.61m �� .59 mlgm 19m Nm .9m I H.61m
� n+m .4+m 4.ee m .+4 m .44 m 0 O 0 DI { �� s9 .0 m .SZs r� J
0 000 006 I& �► 1 ® ® ® ® ®�15
� 1.22.- r- 1.22 m-I )- DETAIL 16 1T
DETAIL 5 DETAIL 10 1441548
64 m y 7.32 m 7.32 m Tsa
3.66 m IDtm m 3.66 m y A4 m .44 m 4.ee m A4 A4 le'm
111 000 000 DI f12.44 enm 2.41 7.2m
-► y --a 1-1.22 m i5
W DETAIL 6 1 DETAIL 17 ® 000 0 Goo ®1
14.64 m 7 0 0 0 00 I7 0 0 0 0 0 OT
�-1 5.4 m 3.66 m 4 m DET'11_ 11 -4 h1.22 m
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DETAIL 7 y DETAIL IB T
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5.49 m 3.66 m 5.49 m 5,49 m 3.66 m F 5.49 m i5
0 6 0 0 0 0 DETAIL 2 1464
-► 1.22 m-a L- -► SAP m 66 PAS DETAIL 19 IT L
m
y4 �- H T.32 m A 7.32 m ,°T5D Z
MARKER DETAILS gI 4G4m
LEGEND DETAIL 13 T �.� 1 549 m ]66 m 549 m IT5 a
166-2 a 4 m TTT ® a e G 6 ® PO
MARKERS �1 y 1 3.66 4 m DETAIL 20 ® (9® 0 0 ®® 0 0 0 0 MT
p TYPE A White Non-reflective 1.5-4.53 Ul O 0y0 0 zz m I t -� 1.22 ai . I.- a
(0 TYPE AY Y.110w Non-reflective ® NO PASSING ZONES-TWO DIRECTIONS
® TYPE C fled-clear ReflectIvs 75
reflective Face
® TYPE 0 iwo-vay Tollor Hofloetive DETAIL 4 4392 in DETAIL 2 T
0 TYPE 0 On.-way Omar Refiectivm TYPE A & TYPE AY a 64 m 4 -�
7.32 m 7.32! i m
® TYPE N On-way Yellow Reflective m 0000 O 0000 3 0000 Ot ® H 50
9e-105 9e-105 �� -1 L1.22 m 1
LINES 7.= DETAIL 22 T1
0 100 mm Wnire TO-iSj to-I_qj DETAIL 14 ® ®j�T5
100 mm Yellow y ` y y 7.32 m 7.32 m sO
®� -► -► --�- �� 1-Ts
�- Direction.f Travel �► �� �,� 0 0 0 0 0 0 ® 0 ® 0 0 0 ®1
DETAIL 23
®0® 0 0 0
43.92 m 0 e m 43,92 m m T4 m m 90 m -� i.22
NOTES TYPE C & TYPE G & -�7
1.IA.Tm.m or.j..t.d are. of TYPE D TYPE H ` STATE OF TRANSCALIFORNIA
reflectve face -65 eeuere mll9metere DETAIL 13 DEPARTMENT$TflaxsPa+unOx
z.e.flm.twe markers read not On re.m.9wor PAVEMENT MARKERS AND TRAFFIC LINES
TYPICAL DETAILS
3.0.ra113 eeletee NO SCALE
ALL DIIENSIONS ARE IN NILLIWTER5 LNLESS OTHERWISE SI10WR A20A
,E
,. waTTO A, T 5%E
LEFT EDGELINES MEDIAN ISLANDS •rrfe
(Divided Highways) _ / i;:; ee civ.a,
Y4MFNMEOi
sal �— is e�Ws 3. ILL o. "i
DETAILDETAIL 31 TWO-WAY LEFT TURN LANES Yune
24 ..1-s--_^
Etlge of "Pe letl ay DETAIL 2$162 m Minimumr�5 i wv�m.r wii ew-eF'Mr
J 1 —!
�50 -7 3.66m 10.93m 13.6G 10 11 m
DETAIL 25 =
to of traveled roy® ' 3-3.6 m
rt � 11 GI m _� 50 ]5
DETAIL 32®_Cs0 i32m i3zm H i32m 7.32m ]12m 1.32m r
It ® ® ® ® ® ®150i5
DETAIL 25A 1 -(1 GIN m
ElI32 m ® 1.32 ® 50 a.DETAIL 29T 6z m Mlnlmum his s.I9m �3.6c m� to gem �3.66 m 10.96ms6 m�, sl9m
F' m m T � —r
Eoge of iravalee way 15 In ®:�
Eoge of traveled way ® ® ®—L —� ® ® ® ® ® ®so]5
DETAIL 26 �- so 29 zEm
-- _ DETAIL 33
_____ ______ __ _ _
H.61 m
29.28
50 9.32m -- i.32m - �� i32m- (--t32-m- ---- i32-m- -,�-__L3Z-m 732m ]32m _
®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®li5 3-3.6 m-- _ - -- 0
�I-C22�
r i 5 -- )-1.22 m 19 519 m 3.66 m 519 m 5 m 3 66 m 5 W 9 m
DETAIL 27 1_00 DETAIL 30 ®®®®®®®®®®®®®� 0000 ® 0000 0000 IM 9
1.62 m MInImYm® Eoge of +raveled way®—[�p 29.213 a
I„ 14.64 m y ®®�®®®®®®®®w®� INTERSECTION TREATMENTS Z
DETAIL 34 mmm m
RIGHT EDGELINE MARKER DETAILS 30 m "'mram r.3x m ] m ) i3z m so a
]5f— .¢1e 549 m 519 m 3.e6 m 519 m I 19 B 111
B
- ® I, ® TA N
A _� 50 �6-20 sI
® ® ®
—TisDETAIL 270 m�� a a a ]i� 9 �66 m 519 519 I 66 m�
L5-1.5� DETAL 34A
Edge of traveled way � 30 m Minimum m Mlntm m
�o
�� F}.66 099 m 36G his
RIGHT EDGELINE EXTENSION THROUGH ®
INTERSECTIONS Reflecnve race m —► n Ir366 m! m9E m ,�.66 mI
TYPE AY m MIn1m m
DETAIL 35 IZ.se i IPA m2A + i.32 to
IM sal
DETAIL 2TC O O ('-9e---ms-'� 9e-105 s— is 1 mi ® 1
3.66 m 3.66 m 3.66 m �� ��' _® ® ® 13 ® ® m
1a-1� w-1s 1T
0.92 m 50 I ] m IS ].32 m ® c I,zss ro el",dz 'ml is
LEGEND lEs� 6� 30 m Mofince
®RY.ERS 5A 30 m Mlnlmum
TYPE D Two-way rellalw Reflective �� DETAIL 35A �17
5
IS TE er . xon-reslevnve ® ® ®—{
IN nVE x oL.-ne-woy ranor Retivcflve TYPED TYPE H L ® ® M Itu�rl sum I
S W
LINES NOTES —►r4 30 m Mmlmam
sANT aE TRANSFN4
E�l00 m.'n Wnite LMlnlmum pra)ectetl area of OEPffl]MEHL OF iftANSPaF]AilIXi
l00 mm rell- reflective face =65 eruare maume-ere PAVEMENT MARKERS AND
2.xeflec1me marker need Fall be remmq mr TRAFFIC LiNES TYPICAL DETAILS
f-D'✓ec>lon of Trove) 3.0etotl 27A delefeE ALL S MILIEUS S O ARE IN
MILL IIE]ER UI 0]NEANI SE sxoWN NO SCALE A20B
CHANNELIZING LINE
777
DETAIL 38 LEGEND s 200 mm White Lin° Fri.
w. ° °Ecm se"�nemo av�.EeMARKERSS RECESS DETAIL FOR ' -E
v v v awv 3. Taos°
O TYPE A White Non-reflective REFLECTIVE PAVEMENT MARKER „°Vk
Through Traffic 0 TYPE G One-way Clear flefiective •eater to xe+r •i na3"�
I4.3-15.9 I s.Nc weww w Yn
DE TIL 38A 200 mm wm+e une f— Duet+Ion of Travel
SECTION B-B REFLEC➢VE PAVEMENT
y MARKER Ai DOWNSTREAM END
RECESS
9 _ R
DETAIL 38B 200 mm white une I too 300
u v or 50 —� MIn Mm 7113I.e13.2
9e-105 PLAN
v v 503v It-2�
I—7.32 m—=-.- Taz m—k MARKER �-i � 'k�ONE-WAY TRAFFIC
DETAILS
Ls-Ash 10-tip (TYPE v
DETAIL 38C
o ,a IL3-15.9
98888811888881 a 1 f
Reflective Faae SECTION A-A REFLER AT°AVEEND y
1.22T7,1 TYPE A c TYPE G f MARKER AT UNE END OF RECESS
T.32 m T.32 In---���III
__ L
BIKE LANE LINE �� M°� '00� g°° �13LeT 3.z r
OETAIL 39 �150 m White Line NOTES ° 2
Inn1.Minimum oro3ec+ea a of PLAN
reflective face =65rsgaare mI1llmerere TWO-WAY TRAFFIC
2Reflective markers need not he rectar,oar. (TYPE 21
3.See tya(cWtr°fflc[in. aetalls far mark°, I N
BIKE LANE aanerns to be used with recessed
intersection Line o°°em° marker REF L' CTIVE PAVEMENT MARKER
rn DETAIL 39A ostall 14 requires a Tyce 2 recess. _ FOR RECESSED INSTALLATION
1� 60 m Inter=.orlon
o 50 o "�'zi
— i50 mm whne LT'.ne o
z.+W m Lzz In tw-u
i neflemly. Face
LANE LINE EXTENSIONS THROUGH INTERSECTIONS
DETAIL 40 y tso-u tso-c<
0.31m Le TYPE C G TYPE D TYPE G S TYPE H
EE o q o ED
IDD mm While Line See Note 3
DETAIL 40A
—, f LOD m
O 0 1 O O O STATE OF CALIFORNIA
Type A Non-Faflective °EPARTMENT OF TRANSPORTATION
PAVEMENT MARKERS AND TRAFFIC LINES
TYPICAL DETAILS
NO SCALE
ALL DIMENSIONS ARE IN
MILLIMETERS UNLESS OTHERWISE SHOWN A20D
�1.07m� �1.70m� �2.7+m�
I I I �rdc R�R�L
m�Ju1RY 3*n1995 11.1.RfINEO,A L
mwruo 77
ti.r�L Rim.w�'qi ♦ q
E
E
_1
A=L3O
TYPE 1(10) ARROW
mZ
o �
I E v
3O0 mm GRq�3OO1--
I.e3 m� AJ.SI
W TYPE VIII ARROW 600 s
300 mm OHIO Z
00
A-2.32 m2 300 mm GRN Z.ZIm
TYPE 1(18)ARROW E o 20 a
3O0 A
a
300 mm GRR--Is°°I- A=3.90 m2
TYPE VI ARROW
A=2.ee mZ RIGHT LANE DROP ARROW
TYPE I(24) ARROW 30J mm cRro —�3w (FOR LEFT LANE.
M1.35 m2 USE MIRROR IMAGE)
TYPE IV (U ARROW
(FOR TYPE IV(R)ARROW.
USE MIRROR IMAGE) T
b].O6 mZ
NOTE TYPE V ARROW
E
AM1NOR VARIATIONS IN OIMENEIONS
1 MAY BE ACCEPTEO RY THE EMCMEER.
STATE OF CALI'ORMA
I3O0 mm GRID DEPARTMENT OF TNANSPORLTION�300� PAVEMENT MARKINGS
Is°mn GRm - A-zslm
A=0-
65
m2 TYPE VI I(U ARROW ARROWS
BIKE LANE ARROW (FOR TYPE VII(R)ARROW. NO SCALE
USE MIRROR IMAGE) ALL DtWNSIONs ARE IN A24A M(LLI$r£RS LMLESS OINER/ISE SHOWN
Proof of Publication
In Newspaper
STATE OF CALIFORNIA
County of Riverside CITY OF PALM SPRINGS
NOTICE INVITING BIDS
Laura Reyes says: For consti noting the Citywide ARHM Overlay Project
Protect No 02-01
i NOTICE IS HEREBY GIVEN the[sealed bids for
1, 1 am a citizen of the United States, a the Citywide ARHM Overlay Project will be received at the
office of the Director of Procurement and Contracting of the City
resident of the City of Indio, County of of Palm Springs,California,ml,1200 RM oa July 26,2002,at
Riverside, State of California, and over the which time mey aid be opened and read aloud,
e of 18 ears. N-2 DESCRIPTION OFTHE WORK:The Work rim-
a y y prices the construction of ARHM overlay, cold planning and
2. 1 am the Office & Production Manager of grinding of existing asphalt carries pavement,traffic striping
and markings,construction of new asphalt concrete pavement,
The Public Record, a newspaper of general and all appurtenant work
f N3' AWARD CONTRACT:printed and published in the City o The City reserves the right alter opening bids
Palm Springs, County of Riverside, State of to reject any or all bide,to waive any mformanly man-mspon-
siveness)in a bid,or to make award to the lowest responsive,
California. Said The Public Record is a responsible bidder an the bear. of the mtal cum of Bid
Schedules A,B,C and D inclusive and reject all ether one,8e
newspaper of general circulation as that tern it may best serve the interest of the City Bidders Shad bid on all
is defined in Government Code section 6000, Bid Schedules.
(b) As a condition of award, the sue-
Its status as such having been established by cessful bidder will be required to submit payment and pedor-
udicial decree of the Superior Court of the marlbondaandinaaranee
J P i BID SECURITY:each bid shall be accompanied
State Of California in and for the County Of by a certified or cashier's check or Bid Bond in the amount of
10 percent of the total sum of Old Schedules A,B,C and D
Riverside in Proceeding No. Indio 49271, inclusive,payable to the city of Palm Springs
dated March 31, 1987, entered in Judgment N-5 RIDSTO REMAIN OPEN:The Bidder shall guar-
anise the Total Bid Price for a period of 60 calendar days from
Book No. 129, page 355, on March 31, 1987. the date of bid opening.
3. The Public Record 1S a newspaper Of N-6 CONTRACTOR'S LICENSE CLASSIFICATION:
The Contractor shall possess a valid Class "A" or "C42"
general circulation ascertained and established contractor license at the lime of eubm,tiingbids.
iCALIFORNIA WAGE RATE REQUIREMENTS:
In the City Of Palm Springs in the Count/ of The Contractor shall pay the general prevailing rate of per rfiem
Riverside, State of California, Case No. RIC wages as determined by the Director of the Department of
Industrial Relations of the State of California for the locality
358286, Filed June 8, 2001. where the work Is to be performed A copy of said wage roles
is on file at the office of the City Engineer The Contractor and
4. The notlee, of which the annexed is a true any subcontractors shall pay not less than said specified rates
printed copy Was published In the newspaper and shall post a copy of said wage rates at the project site
N-8 RETAINAGE FROM PAYMENTS:The Contractor
on the following publication dates to Wit: may elect to receive 100 percent of payments due under the
July 9 2002 Contract Documents from time to time,without retention of any
July 16 2002 portion of the payment by the City,by depositing securities of
equivalent value with the Cith In accordance with the provisions
I certify under penalty of perjury that the of Section 22300 of the Poolm Contract Code
L., N-9 OBTAINING OR INSPECTING CONTRACT
above Is true and Correct. DOCUMENTS: '
Dated at Palm Springs, California this 16th (a)Contract Documents may be inspected with-
out charge at the office of the City Engineer,3200 East Tahqutlz
day of July, 200 Canyon Way,Palm Springs,CA 92262
did Complete sets of said Contract Documents
may be purchased at$35.00 per set and are obtainable from
the office of the City Engineer,3200 East Tahqutlz Canyon Way,
Palm Springs, CA 92262. No refund will be made of any
a ra Reyes charges for sets of Contract Documents
y (c)An additional fee of$20 06 will be charged for
ice & Produc o anager sets of documents sent by mail
N-10 ADDRESS AND MARKING OF BIDS:The enve-
lope enclosing maid shall be sealed and addressed In the
City of Palm Springs,and shall be delivered or mailed to the
Director of Procurement and Contracting at 3200 East Tahqutlz
Canyon Way,Palm Springs,CA 92262 The envelope shall be
plainly marked in the upper left hand corner with the name and
address of the Bidder and shall beer the words'Bid For"fol-
lowed by the title of the Project and the dale and hour of open-
ing Blds.The certified or cashier's check or Bid Bond shall be
enclosed in the same envelope with the Bid.
y BY ORDER OF THE CITY OF PALM SPRINGS
k By/s/David J aaracter,BE
Director of Public Works/City Engineer
City of Palm Spring July 9,16,2002
MINUTE ORDER NO
APPROVING AND ADOPTING THE PLANS,
SPECIFICATIONS AND WORKING DETAILS, AND
AUTHORIZING ADVERTISEMENT FOR CONSTRUCTION
BIDS FOR THE CITYWIDE ARHM OVERLAY PROJECT,
CITY PROJECT 02-01
I HEREBY CERTIFY that this Minute Order, approving and adopting the plans, specifications and
working details, and authorizing advertisement for construction bids forthe CitywideARHM Overlay
Project, City Project 02-01, was adopted by the City Council of the City of Palm Springs, California,
in a meeting thereof held on the 3r' day of July, 2002.
PATRICIA A. SANDERS
City Clerk