HomeMy WebLinkAbout05489 - B & T WORKS INC PATENCIO LANE DRAINAGE IMPROVEMENTS CP 06-17 PHASE 1 CITY OF PALM SPRINGS
CALIFORNIA
11,0.Box 2743,Palm Springs,California 92263,(760)323-8253
Department of Public Works and Enginwring
NOTICE OF ACTION i(iii! f;,.:; ,IJ S., 52
FOR: 0 PUBLIC AND/OR ❑PRIVATE IMPROVEMENTS
1'O: ACCEPTANCE DATE: November 13,2007
B&T Works,Incorporated PROJECT: CP#06-17,Palencia Lane
23905 Clinton Keith Road,Suite 114-351 Drainage Improvemmnt
Wildomar,CA 92595 AGREEMENT NO. 5489
MrNI ITF.ORDER NO. 8049
This is to inform you that a Notice of Completion has be cn Clcd and recorded on the above-named project.
PUBLIC IMPROVEMENTS PRIVATE 1MPROVBMENTS
Curbing,,..._..—., 80 L.F. Curb'
Street Paving 2,419 S.F. Street Paving
Sidewalks S.F. Sidewalks
PCC Driveway Approaches S.F. Driveway Appr hes
FCC Ramp EA_ Bike Paths
Sewer Mains L.Y. Sewer Mains
Sewer Laterals I-E Scwcr Laterals
Adjust Sewer Manholes I F.A, Sewer Manholes
Storm Drains 140 L.F. Storm Trains
Survey Monuments I EA. Survey Monuments
Clean-out 1 EA.
Storm Drain Structures 2 EA.
Location: Pateaclo Lane extending to South Monte Vista Driyc,in Section 15,Tow,pplllip 4 South,Its
East.Palm SSpringa CeliPornia,
C.P.S.DrawingNo(s), Per Plans and.SpecHlcations -- _ PerwitNo. 43114-147
Contractor(s)actually doing the work B&T Works,
Notify your bonding company/bank to release the following bonds:
No.70331958 in the amount of U' Q Performance 01 -l5-Dr7p
No. =19-8_ in the amount of$50990 Payment Op - Ito -an h'
No. in the amount of$ MonumLins
No. in the amount of _ Maintenance Security
No. in the amount of$.�, Corroction&Repair
Construction bond inthe amount of$ for
En&=: CITY ENGINEER Bond Co./Bank: Western Surety Company
Comments: FINAL CONTRACT AMOUNT:$50,052.86
Submitted by: Dated: / L- !o- 0 ]
Senior Works Inspector
Approved by: _ Dated: .7
Director of Public Works/City Engineer
Distribution-Original to Engineering CP Mile;Cupins to;Addrcssne,City Clork,NOA hinder,Strad Maintcnanan Manager,Building,and Fe
Index No.
DOC # 2008-0296781
06/02/2008 08:00A Fee:NC
,t Page 1 of 1�
\\ C6 Recorded in Official Records
'A County of Riverside
ide
.0 Larry W. Ward
Assessor,
SIIkYIII Clerk 1 II Recorder
5 R U PAGE SIZE DA MISC LONG R2=D COPY
Recording Requested By And
When Recorded Return To: �Z FxaM
City of Palm Springs Attn:City Clerk M A L 465 426 PCOR NCOR SMF NCHG)27Z,
i�/
P.O.Box 2743,Palm Springs,CA 92263-2743 G �
(SPACE ADOVE THIS LING FOR RECORDMG USC)
(CXFM PT I"ROM RECORDrNG ME PER GOV CODE§6103)
NOTICE OF COMPLETION
NOTICE IS HEREBY given that: $Q?
1. The City of Palm Springs,California,is a municipal corporation,organized and incorporated pursuant to the laws ofthe State of California-
2- The City Clerk of the City of Palm Springs is authorized and directed to execute,on behalf of said City,any and all Notices of Completion.
3. The address ofthe CityofPalm Springs is City Hall,3200 E.Tahquitz Canyon Way,Palm Springs,California(P.O.Box 2743,Palm Springs,
CA 92263-2743),
4. The public work of improvement on the hereinafter referred to real property within the city was COMPLETED on the 121"day of May,
2008.
5. The name of the contractor(if named)for such work of improvement was;B&T Works,Inc.,7,3905 Clinton Keith Road,Suite 114-351,
Wildomar,CA 92595.
G. The public work of improvement,which was completed in the City of Palm Springs,County of Riverside,State of California,is described
as follows: Civic Drive Street Improvements.
7. Nature of Interest:Fee Owner
S. The property address or location of said property is:West side of Civic Drive between Tahquitz Canyon Way and Livmor Drive,Palm
Springs,California.
9. City Project No.07-10,Agreement Number:5625
CITY OF PALM SPRINGS: REVIEWED BY: DATED:
Senior Public Works Inspector
ichaellC.I.ytar
BY: �` DATED:
Director of Public Works/City Engineer
David J.Barakian
JAMES THOMPSON,being duly swom,says:
That he is the City Clerk of the aforesaid City of Palm Springs,California,the corporation that executed the foregoing notice; that he makes this
verification an behalf of said corporation; that he has read the foregoing Notice of Completion,and knows the contents thereof,and that the facts
stated therein are true; that as said City Cleric,Ile makes this ven On on behalf of/saidd municipal corporation.
City Clerk-James Thompson Index No. 0708
CITY OF PALM SPRINGS
CONTRACT CHANGE. ORDER
To: B&T Works Dale: June 3, 2008
23905 Clinton Keith Rd, Prolecr No-: 07-10
Suite 114.351 Project Civic Dr. Street.Improvements
Wildomar,CA 92595 Change Order No.: Two (2)
Contract Purchase No.: 810
Account Number: 133-4298-50190
137-4808-63567
Agreement No : 5489
CHANGES IN WORK/COST
Increases to Contract
Bid item
A- (c.o. 1) Remove 2307 SF AC Pave. Time and Materials (-$403.15)
4• Remove PCC Imp- 19 SF cr $3-00/SF $57-00
5• Remove AC Bern -70 LF @ S4.00/LF (-$280.00)
6. A2-6 Curb/Gutter 118 LF @ $19.00/LF S2,242.00
9. PCC Sidewalk -635 SF n $3.50/SF (-$2,222.50)
12. Parkway Drain-1 EA @ $1,800.00/EA (-$I,800.00)
13. 3" AC Pavement -264 SF @ $3.00/SF (-$792.00)
14- 6" Misc. Base -264 SF @ $I.65/SF (435.60)
Total- Change Order Decrease Amount (-$3,634.25)
REASONS FOR CHANGES:
All increases and decreases to bid quantities referenced above are due to the actual work required being more
or less than the original estimate. This is a final, balancing change order.
Note: The prices above are inclusive of all specified mark ups. No additional mark ups will be added
to any item on this Change Order.
D. SOURCE OF FUNDS
Account No. 137-4808-63567
1
05/31/2006 03:51 9516963749 BTWORKS PAGE B4
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suL XI4 pf COMA �'ORtTaCt ��IfI4C 1
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Onpjnal Cm mct Amoum: Odgi Com*ttoo Dam. May 12.20r73
I'his amp or im :wO63425 Dar hdrkd for rids GGO.: ^'0 -
Predvu5 Change Order(0- $14,995M Ptew w Days Added, —5"-
$ev W Contract Ama= $I65,221.25 Pt viscd Completion I)na, I.&T t4,dom
I have recdwd a copy of this Cbenge P RPtr
Order and the shove.AGR=P CBS
ate wmgxaUr w ate coarracEN. S�mitud by � I>aa, G -5
senior PuWc Works Inspector
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AAPPRFED eY C[TY COUNCIL APPROVED BY CITY f�lil yl
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File Edit Generate Letters Transaction, Report,s fvlairltencmce Quit
Gaii.Letters Tialisacti its:--Re carts tylalliteiialiC6, Exit Program.. .................
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Doctiment#.- A5M
Group: I E ZNEERI 7qG W Act"
Description. Drainage Improvements CP 06-17(Phase 1)
Approval Daie: F08i6t2oo-, Expire:Date rmmP,008 Closed Date: I i i'
owed: 50,062.813 Colvpafr}r. B&T Woiks,hic. Xkef. P,19RCHIJS FULLER 1760)323-874, paid: 0.00
FContact: 4aPreside,Preside pli: F Ext:
Address: 123905 Clinton Keith Road Rol: $50.0-612.8n01
Address2: I Suie 1;4-351
city.Fmcn,ar .... ..- St: fCA 'Zip: 192565 Coillitry I
Fax: email: si-Evice: lin Process
Insurance Stat"s: ICNIfficate and Policies are OK
Document Tracking Items (Dial click heading to Sort)
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0111 MON lkdh I Felipe to take to recorder's office week of 01-14-08 f i f i I O.Ou u
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7
DOC # 2008-0021572
01/15/2008 08:OOA Fee:NC
Page 1 of 1
Recorded in Official Records
County of Riverside
Larry W. Ward
Assessor, County Clerk & Recorder
I III II III IIII I I II I III I IIIII I I IIII III
4MA
#JUPAGE SIZE DA MISC !9MFIN:CHG
D COPY
Recording Requested By And
When Recorded Return To: 465 426 PCOR NCOR EXAM
City of Palm Springs Attn:City Clerk VC G '0 I
P.O.Boa 2743,Palm Springs,CA 92263-2743 /V
(SPACE ABOVE THIS LINE FOR RECORDING USE) -- �-
(EXEMPT FROM RECORDING PEE PER GOV.CODE§6I03)
NOTICE OF COMPLETION
NOTICE IS HEREBY given that: 801
1. The City of Palm Springs,California,is a municipal corporation,organized and incorporated pursuant to the laws of the State of California.
2. The City Clerk of the City of Palm Springs is authorized and directed to execute,on behalf of said City,any and all Notices of Completion.
3. The address ofthe City of Palm Springs is City Hall,3200 E.Tahquitz Canyon Way,Palm Springs,California(P.O.Box 2743,Palm Springs,
CA 92263-2743).
4. The public work of improvement on the hereinafter referred to real property within the city was COMPLETED on the 13' day of
November,2007.
5. The name ofthe contractor(ifnamed)for such work ofimprovement was: B&T Works,Incorporated,23905 Clinton Keith Road,Suite
114-351,Wildomar,CA 92595.
6. The public work of improvement,which was completed in the City of Palm Springs,County of Riverside,State of California,is described
as follows:Patencio Lane Drainage Improvements.
7. Nature of Interest:Fee Owner
8. The property address or location of said property is:Patencio Lane extending to South Monte Vista Drive,in Section 15,Township 4
South,Range 4 East,Palm Springs,California.
9. City Project No.06-17,Agreement Number:5489,Minute Order Number:8049
CITY OF PALM SPRINGS: REVIEWED BY: DATED: / L- 7• O7
Senior Public Works Inspector
Michael K.Lytar
BY: 2 DATED: y Ii -1
Director of Public Works/City Engineer
David J.Barakian
JAMES THOMPSON,being duly swoon,says:
That he is the City Clerk of the aforesaid City of Pahn Springs,California,the corporation that executed the foregoing notice; that he makes this
verification on behalf of said corporation; that he has read the foregoing Notice of Completion,and knows the contents thereof,and that the facts
stated therein are true; that as said City Clerk,he makes this verification on behalf of said municipal corporation.
City Clerk-James Thompson Index No. 1107
A
CITY OF PALM SPRINGS
CONTRACT CHANGE ORDER
To: B&T Works Date November 15, 2007
23905 Clinton Keith Rd, Project No.: 06--17
Suite 114.351 Project. Patencio Lane Drainage Imp.
Wildomar, CA 92595 Change Order No.: One (1)
Contract Purchase No.: 816386
Account Number: 4298-50250
Minute Order No.: 8049
Agreement No.: 5489
CHANGES IN WORK/COST
Increases to Contract
Bid item
4. Remove AC Pavement 99 SF @ $1.00/SF S 99.00
5. 2.5" AC Pavement 19 SF @ $3.25/SF $ 61.75
7. 4" Misa Base 19 SF @ $1.25/SF S 23.75
New Item
A. Clean Out With Collar 1 LS @ $2,378.36 $2,378.36
Decreases to Contract
Bid Item
11. Parkway Manhole -1 EA @ $3,500.00/EA ($3,500.00)
Total- Change Order Decrease Amount ($ 937.I4)
REASONS FOR CHANGES:
New ltern A: The parkway manhole indicated on the approved drawings could not be constructed due to a
conflict with existing utilities. As indicated above,bid item,4 1 1 was deleted,and a clean out with concrete
collar was constructed. All other additional quantities to bid items 4, 5, and 7 were due to actual quantities
required in the field being more than the original estimate. This is a final balancing change order, and
represents a reduction to the contract of 1.8%
Note: The prices above are inclusive of all specified mark ups. No additional mark ups will be added
to any item on this Change Order.
1
i
L
D. SOURCE OF FUNDS
Account No. 4298-50250 will be credited in the amount indicated above-
-Summary of Costs Contract Time
Original Contract Arrrount: $50,990-00 Original Com lesion Dace: November 13, 2007
g � P
This Change Order: $(-937.14) Drys Added for cliffs C.C.O.: —a—
Previous Change Order(s):$0 Previous Days Added: —a—
Revised Contract Amount: $50,052.86 Revised Completion Date: November 13, 2007
1 have received a copy of this Change City pproval:
Order and the above AGREED PRICES
are acceptable to the contractor- Suhmated hy_ Date
Sc wr Public Works Inspector
By ^� Approved tiy ICY Date
Conlct : B&T Works Cary-Engineer
Fa_Lc
Approved by Date
City anager
Attestcc�>(y e -
Ctry Clerk
Distribution: `
Oriemal Executed Copies Conformed-File C_npy
Contractor (1) Engineering File (1)
City Clerk (1) Senior Public Works Inspector (1)
Finance (1)
bf'
APPROVED BY CBTY COUNCIL
2
1
' AGREEMENT
' THIS AGREEMENT made this day of L in the year 200�
by and between the City of Palm Springs, a California 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
B S T WORKS, INC
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:
PATENCIO LANE DRAINAGE IMPROVEMENTS
' CITY PROJECT NO. 06-17
(PHASE 1)
' The Work is generally described as follows:
Removal and re-construction of asphalt concrete pavement, Portland cement
concrete curb, gutter, catch basin, storm drain improvements, and associated work
on Patencio Lane, extending to South Monte Vista Drive, in Section 15, Township 4
South, Range 4 East, in Palm Springs, California
ARTICLE 2 -- COMMENCEMENT AND COMPLETION
' The Work 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$220.00 for each
calendar day that expires after the time specified in Article 2, herein.' p��LL!4^gi ',i j�jA'- El VJ
AND/OR AGREEMENT
Patenoio Lane Drainage Improvements
' City Project No.06-17,Phase 1 AGREEMENT FORM
4/20/07 AGREEMENT AND BONDS- PAGE 1
1 � ,
' 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
o to o , 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.
' ARTICLE 6 -- NOTICES
Whenever any provision of the Contract Documents requires the giving of a written
Notice, it shall be 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 become 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.
Patencio Lane Drainage Improvements
city Protect No.06.17,Phase 1 AGREEMENT FORM
4/20/07 AGREEMENT AND BONDS- PAGE 2
1 . .
1 The City and the Contractor each binds itself, ils partners, successors, assigns, and legal
representatives, to the other party hereto, its partners, successors, assigns, and legal
1 representatives, in respect of all covenants, agreements, and obligations contained in the
Contract Documents.
1 IN WITNESS WHEREOF, the City and the Contractor have caused this Agreement to be
executed the day and year first above written.
1 ATTEST: APPROVED BY THE CITY COUNCIL:
1 CITY OF PALM SPRINGS,
CALIFORNIA
Minute Order No. go-l'`7
1 BY Date �A'107
City Clerk
1 Agreement No. �489
APPROVED TO FORM:
1 By �
1 / City Attorney
1 Date -07• /�- :�-6d�
1 CONTENTS APPROVED:
1 By APLI
City Engineer
1 Date •74Z/�7
1 _ A"PROVED BY CITY COUNCIL.
City Manage
1
Date C�
1
1
Patencio Lane Drainage Improvements
1 City Project No,06.17,Phase 1 AGREEMENT FORM
4/20107 AGREEMENT AM] BONDS- PAGE G
1
' Corporations require two notarized signatures: One signature must be from Chairman of Board, President, or any
Vice President. The second signature must be from the Secretary, Assistant Secretary, Treasurer, Assistant
Treasurer, or Chief Financial Officer.
CONTRACTOR: Name: I �� �� ,�- - C' Check one: Individual_Partnership Y Corporation
Address: c`}��U1D� C PM ylu tc;-n, d^ Sac-r /y ` f 5
By: By:
41 ignature (notarized) Signature (notarized)
Name: ' bVp14iyA, 1L/2i/VC I Name:
' Title: t r! S r Y r.i� Title:
I
(This Agreement must be signed in the above This Agreement must be signed in the above
space by one of the following: Chairman of the space by one of the following: Secretary, Chief
Board, President or any Vice President) Financial Officer or any Assistant Treasurer)
State of C G �fl r/vi rh State of
County of p2 'vd " d r_'ss County of F-ss
On la / s- r�o r� On
' before me, �.n�[2vu� U 1 C y"e before me,
personally appeared r i cU A-w�L—t=10-v cpersonally appeared
personally known to me (or proved to me on the personally known to me (or proved to me on the
' basis of satisfactory evidence) to be the person(s) basis of satisfactory evidence) to be the person(s)
whose name(s) is/are subscribed to the within whose name(s) is/are subscribed to the within
instrument and acknowledged to me that instrument and acknowledged to me that
he/she/they executed the same in his/her/their he/she/they executed the same in his/her/their
authorized capacity(ies), and that by his/her/their authorized capacity(ies), and that by his/her/their
' signature(s) on the instrument the person(s), or signature(s) on the instrument the person(s), or the
the entity upon behalf of which the person(s) entity upon behalf of which the person(s) acted,
acted, executed the instrument, executed the instrument.
WITNESS my hand and official seal. WITNESS my hand and official seal.
Notary Signature: ( t Notary Signature:
Notary Seal: Notary Seal:
ENA IENNI
' COMM. xt567669 x
a Notary Public-Calitorrua w
x Riverside County o
M em n.Ex Tres !.9 2009
Patencio Lane Drainage Improvements AGREEMENT FORM
City Project No.06.17,Phase 1
4120107 AGREEMENT AND BONDS-PAGE 4
1
CITY OF PALM SPRINGS, CALIFORNIA
' PUBLIC WORKS & ENGINEERING DEPARTMENT
NOTICE TO BIDDERS, PROPOSAL., CONTRACT, AND
SPECIAL PROVISIONS
FOR CONSTRUCTION OF THE:
' PATENCIO LANE DRAINAGE IMPROVEMENTS
CITY PROJECT NO. 06 -- 17
(Phase 1)
IN THE CITY OF PALM SPRINGS
April, 2007
1
OF PALM S
1 � pfP
1
U cn
* ��o ,4'
arORAYEV lb
1 David J. Barakian, P.E., City Engineer
' Bids Open_ May 22, 2007
Dated: April 20, 2007
1
CITY PROJECT NO. 06 - 17
(Phase 1 )
■ The Special Provisions contained herein have
■ been prepared by, or under the direct supervision
of, the following Registered Civil Engineer:
VFLOFESS'ON44
o:
* xp. —31-200
Exp. 3-31-2D09
Sp I V t%-
QTE OF CAGT��
DATE: �g Q
Steven D. Speer. P.E.
SPEER Civil
Civil Engineer C 38790
1
t
Approved by:
David J. Barakian, RE.
City Engineer
Civil Engineer C 28931
1
Patencio Lane Drainage Improvements
City Protect No.06.17,Phase 1 SIGNATURE PAGE
4/20/07
1
NOTICE TO BIDDERS, PROPOSAL, CONTRACT, AND
SPECIAL PROVISIONS
TABLE OF CONTENTS
PART 1 -- BIDDING AND CONTRACTUAL DOCUMENTS AND FORMS
Notice Inviting Bids
IInstructions to Bidders
Bid Forms
Bid (Proposal)
Bid Schedule
I List of Subcontractors
Non-collusion Affidavit
Bidder's General Information
Bid Bond (Bid Security Form)
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
I 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 --APPENDICES
APPENDIX "A"
Miscellaneous Drawings
Standard Drawings
Vendor Drawings
1
Patencio Lane Drainage Improvements
I City Project No.06.17,Phase 1 SPECIAL PROVISIONS
4/20/07 GENERAL. CONTENTS- PAGE 1
1
CITY OF PALM SPRINGS
PUBLIC WORKS & ENGINEERING DEPARTMENT
1
1
' PART I - BIDDING AND CONTRACTUAL
DOCUMENTS AND FORMS
PATENCIO LANE DRAINAGE IMPROVEMENTS
CITY PROJECT NO. 06-17
' (PHASE 1)
Notice Inviting Bids
' Instructions to Bidders
Bid Forms
' Bid (Proposal)
Bid Schedule
List of Subcontractors
' Non-Collusion Affidavit
Bidder's General Information
Bid Bond (Bid Security Form)
Agreement and Bonds
Agreement Form
' Worker's Compensation Certificate
Performance Bond
Payment Bond
Certificate of Insurance
1
Patendo Lane Drainage Improvements
City Project No.00-17, Phase 1 PART 1 CONTENTS
4/20/07 PAGE 1
1
' CITY OF PALM SPRINGS
NOTICE INVITING BIDS
' Patencio Lane Drainage Improvements
City Project No. 06-17
(Phase 1)
' N-1 NOTICE IS HEREBY GIVEN that sealed bids for the Patencio Lane Drainage
Improvements will be received at the office of the Procurement and Contracting Manager of
the City of Palm Springs, California, until 2.00 P.M. on May 22, 2007, at which time they will
' be opened and read aloud_
N-2 DESCRIPTION OF THE WORK: The Work comprises the removal and re-construction
' of asphalt concrete pavement, Portland cement concrete curb, gutter, catch basin, storm drain
improvements, and associated work on Patencio Lane, extending to South Monte Vista Drive,
in Section 15, Township 4 South, Range 4 East, in Palm Springs, California.
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 and reject all other bids, as it may best serve the interest of the City,
(b) As a condition of award, the successful bidder will be required to submit payment and
performance bands 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 bid price, 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.
N-8 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 Cade.
Patendo Lana Orainagc Improvements
' City Projeet No.06.17,Phase 1 NOTICE INVITING BIOS
4120/07 PAGE 1
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 $50.00 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 $25.00 will be charged for sets of documents sent by UPS ground
delivery, Overnight, Federal Express, or other methods of delivery shall be the responsibility
of the Bidder.
' N-10 ADDRESS AND MARKING OF BIDS: The envelope enclosing the Bid shall be sealed
and addressed to the City of Palm Springs, and shall be delivered or mailed to the
' Department 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 L2O- 7
' By aL
David J. Barakian, PE
' Director of Public Works/City Engineer
1
1
1
Patencio Lane Drainage Improvements
' City Project No.06.17,Phase 1 NOTICE INVITING SIDS
4/20107 PAGE 2
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 California 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 nontechnical 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.
1 (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
' Palencio Lane Drainage Improvements INSTRUCTIONS TO
City Project No.06-17,Phase 1 BIDDERS-PAGE 1
4/20/07
1
does not assume responsibility for the accuracy or completeness thereof unless it is
' expressly provided otherwise in the Special Provisions.
(e) 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.
1 (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 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 such means, 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
' Patenoo Lane Drainage Improvements INSTRUCTIONS TO
City Project No,00-17, Phase 1 BIDDERS-PAGE Z
4/20/07
1
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 5100 et 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 et 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_
' Patendo Lane Drainage Improvements INSTRUCTIONS TO
City Project No.06.17 Phase 1 BIDDERS. PAGE 3
4/20/07
' (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 or 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
' Patencio Lane Drainage Improvements INSTRUCTIONS TO
City Project No.06-17,Phase 9 21%)ERS. PAGE A
4l20107
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 7.09.030 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 shall 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").
' (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 by 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 work or 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 -
1
1
' PBtencio Lane Drainage Improvements INSTRUCTIONS TO
City Project No.06-17,Phase 1 BIDDERS-PAGE 5
4/20/07
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.
Receive°
ax
SOUTH COAST SURETY
Iv V
Patcncio Lane Drainage Improvements
City Project No.06-17,Phase 1 COVER SHEET
4/20/07 RIC)FORMS-PAGE 1
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:
PATENCIO LANE DRAINAGE IMPROVEMENTS
CITY PROJECT NO. 06-17
(Phase 1)
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 be 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,
et seq-, the undersigned confirms the following as its certification:
I am aware of the provisions of Section 3700 of the Labor Code, which require every
employer to be insured against liability for worker's compensation, or to undertake self-
insurance in accordance with the provisions, before commencing the performance of the
Work of this Contract-
Patenci0 Lane Drainage Improvements
City Project No.06-17,Phase 1 BID (PROPOSAL)
4120107 BID FORMS• PAGE 2
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 Forms, 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 therefore the Contract
Price based on the Lump Sum or Unit Bid Price(s) named in the aforementioned Bidding
Schedule(s).
Bidder:
r o
By: I
(Signature)
Title:
d
Patendo Lane Drainage Improvements
City Project No-00-17.Phase 1 BID (PROPOSAL)
4120/07 810 FORMS• PAGE 3
BID SCHEDULE
Schedule of Prices for the Construction of the:
PATENCIO LANE DRAINAGE IMPROVEMENTS
CITY PROJECT NO. 06-17
PHASE 1
Item Description Estimated Unit Unit Amount
No. Quantity Price
1• Initial Mobilization L5 li,20000
2• Traffic Control - -- LS $ ��� ,z,`' V,/
3. Sheeting, Shoring & Bracing (or LS $ Z� ��� • mU
Equivalent Method)
4. Remove Existing A.C. Pavement 2,600 SF $ /' �� $ - - 6c�p_�
Y
5. Construct 2'/"A.C. Pavement 2,200 SF $ y $ ,
6. Construct 3"A.C. Pavement 200 SF $ G����� $ 00••
� � �
/
7 Construct 4" Crushed Miscellaneous 2,200 SF $ -✓' $ J
Base g
8 Construct Type A1-6 Curb (Variable 80 LF $ ' � $ G
Height) cp /
9• Construct Type 132 Cross Gutter 80 LF
10. Construct Storm Drain Catch Basin 1 $ y Oc� $ pc�
(Detail 9, Sheet 3)
11 Construct Storm Drain Parkway 1 EA $
Manhole (Detail 12, Sheet 3)
12 Construct Storm Drain outlet Structure 1 EA $ 3,�.ry $
(Detail 13, Sheet 3) f
13. Install 12" Storm Drain 130 LF $ f� �� $ j�- ✓
14. Install 8" Storm Drain 10 LF $ $ �U
TOTAL OF ALL ITEMS OF THE BID SCHEDULE:
(Price in figures) I
�� .--✓ �'tf�t�L��-illLi ILLI/K tJv '�.?C�� �i�.t. fl�i � . C1�1c . :s G'b�
Price in words d1
tT-
Name of Bidder or Firm
Patencio Lane Drainage Improvements
City Project No.06-17,Phase 1 UNIT PRICE BID SCHEDULE
4/20/07 BID FORMS-PAGE 4
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
Patenoio Lane Drainage Improvemenls
City Project No.06-17,Phase 1 UNIT PRICE BID SCHEDULE
4/20/07 BID rORMS-PAGE 5
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.
4.
5.
6.
7.
8.
Patencio Lane Drainage Improvements
City Project No.06.17,Phase 1 LIST OF 5UBCONTRACTORS
4/20/07 BID FORMS-PAGE 6
NON-COLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER
AND SUBMITTED WITH BID
State of California )
ss.
County of
t
I, 0' u/ `�f ��'� ' being first duly sworn, deposes and says that
he or she is _ Fyn ,f'rd. 4- of
d /,g--kr V�'( , 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 put in a sham Bid, or
that anyone shall refrain from bidding; that the Bidder has not in any manner, directly or
indirectly, sought by agreement, communication, or conference with anyone to fix the Bid
price of the Bidder or any other Bidder, or to fix any overhead, profit, or cost element of
the Bid price, or of that of any other Bidder, or to secure any advantage against the public
body awarding the Contract of anyone interested in the proposed Contract; that all
statements contained in the Bid are true; and, further, that the Bidder has not, directly or
indirectly, submitted his or her Bid price, or any breakdown thereof, or the contents
thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee
to any corporation, partnership, company, association, organization, bid depository, or to
any member or agent thereof, to effectuate a collusive or sham Bid.
Bidder
9t
Title
Organization
Address 9 �5 7J 5 -
5 � //C/ - 3 1�7
L2
Patencio Lane Drainage Improvements
City Protect No.06-17,Phase 1 NON-COLLUSION AFFIDAVIT
4120107 BID FORMS-PAGE 7
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:
X. 7- k,,'o
2. CONTRACTOR'S Telephone Number: ( qP� )
Facsimile Number: ( �y(} _ Z,r;p,G
3. CONTRACTOR'S License: Primary Classification j'`-5
State License Number(s)
V— 6 r7—'�
Supplemental License Classifications �r
4. Surety Company a/nd Agent who will provide the required Bonds on this Contract:
Name of Surety c� �' � dy ' ✓sf '�� ��'l cyI i
Address /� 7
Surety Company C 57'S
Telephone Numbers: Agent oq�) 36/i69'?Surety ( )
of
5. Type of Firm (Individual, Partnership or Corporation): r'2
6. Corporation organized under the laws of the State of. v
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:
�, t q
,� raj e/�- �1�- r !�✓;��"=['r r�/d��� 10�./_.Gi. y
Patencto Lane Drainage Improvements
City Project No.06.17,Phase 1 BIDDER'S GENERAL INFORMATION
4/20107
BID FORMS- PAGE 9
BIDDER'S GENERAL INFORMATION (Continued)
8. Number of years experience as a contractor in this specific type of construction
work:
9. List at left three related,projects completed to date:
�j
1 ' _
a. � " Towner �0 ., ----�" 5gddress
Y
Contact Y .+e/+o S Class of Work dc1z ;ru os-� G •��
Phone 07�60 Contract Amount 7C�
Project Date Completed a— c�
Contact Person Telephone number
b. Owner, 5'4/Lr.G Rs Address
Contact Class of Work ,r�Z Z�7Nr-7 v •z_ f�_. y
Phone C Contract Amount -�z 7 00
Project ! Date Completed _ — a
Contact Person Telephone number �.S If
C. Owner VA, 2�. ; cr -'/�z�Address G/ - /. f /•h� c.�
Contact � � ��� Class of Work_
Phone _ W S 0 ✓ Contract Amount /• el
Project Date Completed 5�` /L—
Contact Person A9f /a`�c., Telephone number `r' -G
10. List the name and title of the person who will supervise full-time the proposed work
foryourfirm: r2 -1v as 1'9-�G�E
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.
Patencio Lane Drainage Improvements
City Project No.06-17,Phase 1 BIDDER'S GENERAL INFORMATION
4120107
BID FORMS- PAGE 10
1
1 BID DOCUMENTS
1
Only the following listed documents, identified in the lower right corner as "Bid
1 Forms" and reproduced on colored paper, shall be fully executed and submitted
with the Bid at the time of opening of Bids.
1
Bid (Proposal)
1 Bid Schedule(s)
List of Subcontractors
1 Non-collusion Affidavit
1 Bid Bond (Bid Security Form)
Bidder's General Information
1 Failure of a Bidder to fully execute and submit all of the listed documents with the
1 Bid will render a Bid as non-responsive and subject to rejection.
1
1
1
1
1
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1
Patencio Lane Drainage Improvements
City Project No,06.17, Phase 1 COVER SHEET
1 4120/07 BID FORMS-PAGE 1
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:
PATENCIO LANE DRAINAGE IMPROVEMENTS
CITY PROJECT NO. 06-17
' (Phase 1)
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 be 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,
et seq., the undersigned confirms the following as its certification:
I am aware of the provisions of Section 3700 of the Labor Code, which require every
' employer to be insured against liability for worker's compensation, or to undertake self-
insurance in accordance with the provisions, before commencing the performance of the
Work of this Contract.
1
1
Patencio Lane Drainage Improvements
City Project No.06-17.Phase 1 BID (PROPOSAL)
4/20/07 SID FORMS-PAGE 2
1 To all the foregoing, and including all Bid Schedule(s), List of Subcontractors, Non-collusion
1 Affidavit, Bidder's General Information, and Bid Bond contained in these Bid Forms, 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 therefore the Contract
Price based on the Lump Sum or Unit Bid Price(s) named in the aforementioned Bidding
1 Schedule(s).
1
1 Bidder:
1 By:
(Signature)
1
Title:
1
1
1
1
1
1
1
1
1
1
Patencio Lane Drainage Improvements
1 city Project No.06-17,Phase 1 BID (PROPOSAL)
4120/07 BID FORMS• PAGE 3
1
BID SCHEDULE
Schedule of Prices for the Construction of the:
PATENCIO LANE DRAINAGE IMPROVEMENTS
CITY PROJECT NO. 06-17
PHASE 1
Item Description Estimated Unit Unit Amount
No. Quantity Price
1• Initial Mobilization --- LS 1 500 00
2. Traffic Control --- LS $
3 Sheeting, Shoring & Bracing (or LS $
Equivalent Method)
4. Remove Existing A-C. Pavement 2,600 SF $ $
5- Construct 2'/z°A.C. Pavement 2,200 SF $ $
' 6. Construct 3"A.C. Pavement 200 SF $ $
7 Construct 4" Crushed Miscellaneous 2,200 SF $ $
Base
8 Construct Type Al-6 Curb (Variable 80 LF $ $
Height)
9• Construct Type B2 Cross Gutter 80 LF $ $
10 Construct Storm Drain Catch Basin 1 EA $ $
(Detail 9, Sheet 3)
' 11 Construct Storm Drain Parkway 1 EA $ $
Manhole (Detail 12, Sheet 3)
' 12 Construct Storm Drain Outlet Structure 1 tom, $ $
(Detail 13, Sheet 3)
13. Install 12" Storm Drain 130 LF $ $
14. Install 8" Storm Drain 10 LF $ $
TOTAL OF ALL ITEMS OF THE BID SCHEDULE:
' (Price in figures)
Price in words
' Name of Bidder or Firm
Patenoio Lane Drainage Improvements
' Clry Project No-06.17, Phase 1 UNIT PRICE BID SCHEDULE
4/20/07 BID FORMS-PAGE 4
' 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.
1
Name of Bidder or Firm
1
1
11
1
1
1
Patendo Lane Drainage Improvements
City Pro/eot No,06-17,Phase 1 UNIT PRICE BID SCHEDULE
4/20/07 BID FORMS- PAGE 5
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.
1 7 - -
1
8.
1
1
Patcncio Lane Drainage Improvements
City Project No.06-17,Phase 1 LIST OF SUBCONTRACTORS
4120107 BID FORMS-PAGE 6
' NON-COLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER
' AND SUBMITTED WITH BID
State of California )
ss.
County of )
' I, 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 put in a sham Bid, or
that anyone shall refrain from bidding; that the Bidder has not in any manner, directly or
indirectly, sought by agreement, communication, or conference with anyone to fix the Bid
price of the Bidder or any other Bidder, or to fix any overhead, profit, or cost element of
the Bid price, or of that of any other Bidder, or to secure any advantage against the public
body awarding the Contract of anyone interested in the proposed Contract; that all
statements contained in the Bid are true; and, further, that the Bidder has not, directly or
' indirectly, submitted his or her Bid price, or any breakdown thereof, or the contents
thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee
' to any corporation, partnership, company, association, organization, bid depository, or to
any member or agent thereof, to effectuate a collusive or sham Bid.
' Bidder
' By
Title
Organization
' Address
1
1
Patoncio Lane Drainage Improvements
City Project No.06.17,Phase 1 NON-COLLUSION AFFIDAVIT
4120107 BID FORMS-PAGE 7
1
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:
' (not less than 10 percent of the total amount of the bid) 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 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:
PATENCIO LANE DRAINAGE IMPROVEMENTS
' CITY PROJECT NO. 06-17 (PHASE 1)
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 Documents, 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 attorneys fee to be fixed by the
court.
tSIGNED AND SEALED, this day of 200_.
PRINCIPAL`
Check one: individual,`partnership, corporation
(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).
By SURETY:
signature
(NOTARIZED)
' Print Name and Title:
' By By
signature signature
(NOTARIZED) (NOTARIZED)
' Print Name and Title: Print Name and Title:
Patendo Lane Drainage Improvements
Cdy Project No,06-17,Phase 1 BID SON❑ (BID SECURITY FORM)
4120/07 BID FORMS- PAGE 8
' 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_ ( )
Facsimile Number: ( )
3. CONTRACTOR'S License: Primary Classification
State License Number(s)
Supplemental License Classifications
' 4. Surety Company and 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:
1
' Patencio Lane Drainage Improvements
City Project No.06-17,Phase 1 BIDDER'S GENERAI, INFORMATION
4/20/07 BID FORMS-PAGE 9
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 yourfirm:
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,
PatenCio Lane Drainage Improvements
City Project No,06-17, Ph25e 1 SIODER'S GENERAL INFORMATION
' 4120107 RID FORMS-PAGE 10
1
' AGREEMENT
' THIS AGREEMENT made this ^ day of in the year 200_,
by and between the City of Palm Springs, a California 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:
PATENCIO LANE DRAINAGE IMPROVEMENTS
CITY PROJECT NO. 06-17
(PHASE 1)
The Work is generally described as follows:
' Removal and re-construction of asphalt concrete pavement, Portland cement
concrete curb, gutter, catch basin, storm drain improvements, and associated work
on Patencio Lane, extending to South Monte Vista Drive, in Section 15, Township 4
South, Range 4 last, in Palm Springs, California
ARTICLE 2 -- COMMENCEMENT AND COMPLETION
The Work 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$220,00 for each
calendar day that expires after the time specified in Article 2, herein.
Patencio Lane Drainage Improvements
' City Project No.06-17 Phase 1 AGREEMENT FORM
4120/07 AGREEMENT AND BONDS- PAGE 1
' 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.
' ARTICLE 6 -- NOTICES
Whenever any provision of the Contract Documents requires the giving of a written
Notice, it shall be 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.
1
Patencio Lane Drainage Improvements
City Project No.06-17,Phase 1 AGREEMENT FORM
4120107 AGREEMENT AND 80NO5- PAGE 2
1
' 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: APPROVED BY THE CITY COUNCIL:
CITY OF PALM SPRINGS,
CALIFORNIA
Minute Order No,
1 By Date
City Clerk
Agreement No.
APPROVED AS TO FORM:
1
By
' City Attorney
Date
CONTENTS APPROVED:
By
City Engineer
Date
By
City Manager
Date
1
Patencio Lane Drainage Improvements
' City Project No.06.17, Phase 1 AGREEMENT FORM
4120107 AGREEMENT AND BONDS- PAGE 3
Corporations require two notarized signatures: One signature must be from Chairman of Board, President, or any
Vice President. The second signature must be from the Secretary, Assistant Secretary, Treasurer, Assistant
Treasurer, or Chief Financial Officer.
CONTRACTOR: Name: Check one:_Individual_Partnership_Corporation
Address:
By: By:
1 Signature (notarized) Signature (notarized)
Name: Name:
Title: Title:
(This Agreement must be signed in the above This Agreement must be signed in the above
space by one of the following: Chairman of the space by one of the following: Secretary, Chief
Board, President or any Vice President) Financial Officer or any Assistant Treasurer)
State of ❑ State of
County of nsS County of r-ss
On On
before me, before me,
personally appeared personally appeared
personally known to me (or proved to me on the personally known to me (or proved to me on the
basis of Satisfactory evidence) to be the person(s) basis of satisfactory evidence) to be the person(s)
whose name(s) iS/are subscribed to the within whose name(s) Ware subscribed to the within
instrument and acknowledged to me that instrument and acknowledged to me that
he/she/they executed the same in his/her/their he/she/they executed the same in his/her/their
authorized capacity(ies), and that by his/her/their authorized capacity(ies), and that by his/her/their
signature(s) on the instrument the person(s), or signature(s) on the instrument the person(s), or the
the entity upon behalf of which the person(s) entity upon behalf of which the person(s) acted,
acted, executed the instrument. executed the instrument.
' WITNESS my hand and official seal. WITNESS my hand and official seal.
Notary Signature: Notary Signature:
Notary Seal: Notary Seal:
Patencio Lane Drainage Improvements AGREEMENT FORM
City Project No.06-17.Phase 1 AGREEMENT AND BONDS- PAGE 4
4120/07
1
1
1
1
1
1
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.
1
' Contractor
' SY
Title
1
1
1
1
Patencio Lane Drainage Improvements
City Project No,06-17, Phase 1 WORKER'S COMPENSATION CERTIFICATE
4120/07 AGREEMENT AND BONDS- PAGE 5
1
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:
PATENCIO LANE DRAINAGE IMPROVEMENTS
CITY PROJECT NO. 06-17 (PHASE 1)
' NOW THEREFORE, if said Contractor shall perform all 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 200_
' CONTRACTOR:
Check one: individual,_partnership, _corporation
(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).
By SURETY:
' signature
(NOTARIZED)
Print Name and Title:
1
By By
signature Signature
(NOTARIZED) (NOTARIZED)
Print Name and Title: Print Name and Title:
Patencio Lane Drainage Improvements
' City Project No,06-17,Phase 1 PERFORMANCE BOND
4/20107 AGREEMENT AND BONDS- PAGE 6
1
PAYMENT 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, 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:
PATENCIO LANE DRAINAGE IMPROVEMENTS
CITY PROJECT NO. 06-17 (PHASE 1)
' 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 the 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 be 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 be 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 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 said alterations or extensions of the Agreement is hereby
waived by said Surety.
' SIGNED AND SEALED, this_day of 200 .
Patencio Lane Drainage Improvements PAYMENT BONE)
Project No.00-17, Phase 1
4/20/07 AGREEMENT AND BONDS- PAGE 7
' CONTRACTOR:
Check one:_individual,_partnership, _corporation
' (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).
' By SURETY:
signature
(NOTARIZED)
' Print Name and Title:
' By By
' signature signature
(NOTARIZED) (NOTARIZED)
Print Name and Title: Print Name and Title:
1
1
1
1
1
1
Patencio Lane Drainage Improvements PAYMENT BOND
City Protect No.06.17,Phase 1 4120/07 AGREEMENT AND BONDS• PAGE 8
'
1
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
TYPE OF WORN PERFORMED AND LOCATION
' YeX TYPE OF INSURANCE POLICY NUMBER LIMITS OF LIABILITY IN THOUSANDS(x1000)
' EACH
OCCURRENCE AGGREGATE
COMPREHENSIVE GENERAL
LIABILITY
Including:
BODILY INJURY
§
❑ EXPLOSION AND COLIAPSL PROPERTY pPMACE
s a
UNDERGROUND DAMAGE w
' ❑ PRODUCTSICOMPLETED OPERATIONS
BODILY INJURY AND
❑ CONTRACTUAL INSURANCE PROPERTY
DAMAGE COMBINED $ 5
r❑'I BROAD FORM PROPERTY DAMAGE
LJ INDEPENDENT CONTRACTORS
❑ PER$ONAILINJURY
PERSONAL INJURY S
' COMPREHENSIVE AUTOMOBILE 9DDILY INJURY
LIABILITY EACH PERSON
EACH ACCIDENT
Including
L OWNED PROPERTY DAMAGE
' or
❑ HIRED
)INDICT INJURY
❑ NON-OWNED AND PROPERTY
' ❑ MO fOR CARRIER ACT DAMAGE COMBINED 5
EXCESS LIABILITY BODILY INJURY
AND PROPERTY
IIn^cluMPL DAMAGE COMBINED 5
L EMPLOYERS
L=MPLOVERSLIABILITY
' WORKER'S COMPENSATION STATUTORY
and
EMPLOYER'S LIABILITY
Inolydmg; EL $ ([ALIT
ACCIDENT)
U LHARADRONG SI ORKEREMENS AND
WARBDR WORKER$
OTHER ADDITIONAL INSURED ENDORSEMENT—CITY OF PALM SPRINGS
The undiumignod certifies that he or she,s the representative of the above-named,m.umncc companies that he or she his the authority to execute and Issue this ccrylopto
' to Cer6feotc Holder,and accordingly does hereby certify on behalf Of sold Insurenoc companles that p011cies of insumncc listed above have been Issued to the Insured
named above and are In force at this time. NCIWdh-Wnding any requirement term ar cunddion of any contract 01 other document with respect to whleh this eedlfcale may by
Issued or may portnm the Insurance afforded by the peLcler described herein is subject to at the terms OXCIUSlen$ and conditions of such POIICIes. Copies Of the pollcles
shown will be furnished to the Coglf talc Holder upon request.
' This CcrtlAcele does not amend extend,or alter the coverage afforded by the policies listed
Cancellation Should any of the above described policies be parcelled bolero the oxplrallon date tl areol the issuing company will Inad 30 days written notice to the below-
named cerllfcate holder:
' NAME AND ADDRESS OF ADDITIONAL INSURED DATE
ISSUED
BY
.w.,,.,.,,,,., ,wrxarrveo,ix^ry ry�oolnu�Ica.,rrdlaa�.:,.
Patendo Lane Drainage Improvements
City Project No.06.17,Phase 1 CERTIFICATE OF INSURANCE
4120107 AGREEMENT AND BONDS• PAGE 9
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CITY OF PALM SPRINGS
PUBLIC WORKS AND ENGINEERING DEPARTMENT
' PART II -- SPECIAL PROVISIONS
PATENCIO LANE DRAINAGE IMPROVEMENTS
CITY PROJECT NO, 06-17
(PHASE 1)
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
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' Patenclo Lane Drainage Improvements
City Project No.06-17,Phase 1 PART II -•SPECIAL PROVISIONS
4120/07
GENERAL CONTENTS • PAGE 1
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' CITY OF PALM SPRINGS
PUBLIC WORKS AND ENGINEERING DEPARTMENT
SPECIAL PROVISIONS
PATENCIO LANE DRAINAGE IMPROVEMENTS
CITY PROJECT NO. 06-17
' (PHASE 1)
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"), 2006
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 ("Green book"), 2006 Edition, as previously specified in the above
paragraph.
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 East Tahquitz Canyon Way, Palm Springs, California 92262, or such
other address as the City may subsequently designate in written notice to the Contractor.
1-2.2 Legal Address of the Engineer. -The official address of the Engineer shall be
the Director of Public Works/City Engineer, City of Palm Springs, Public Works and
Engineering Department, 3200 East 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 Senior Public Works
Inspector, City of Palm Springs, Public Works and Engineering Department, 3200 East
Patencio Lane Drainage Improvements TERMS, DEFINITIONS, ABBREVIATIONS, AND SYMBOLS
City Project No.46-17,Phase 1 SPECIAL PROVISIONS-SECTION 1 -PAGE 1
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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, a charter 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 (January 1)
Martin Luther King Jr. Day(Third Monday in January)
Lincoln's Birthday (February 12) i
President's Day (Third Monday in February)
Memorial Day (Last Monday in May)
Independence Day (July 4)
Labor Day (First Monday in September)
Veteran's Day (November 11)
Thanksgiving Day (Last Thursday in November)
Day after Thanksgiving Day
Christmas Eve Day (December 24)
Christmas Day(December 25)
When a designated holiday falls on a Saturday, the Friday before the holiday shall
be a designated legal holiday. When a designated holiday falls on a Sunday, the
Monday after the holiday shall be a designated legal holiday.
Patencio Lane Drainage Improvements TERMS, DEFINITIONS, ABBREVIATIONS, AND SYMBOLS
City Project No.06.17,Phase 1 SPECIAL PROVISIONS- SECTION 1 -PAGE 2
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(b) pays 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.
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' Patenco Lane Drainage Improvements TERMS, DEFINITIONS, ABBREVIATIONS, AND SYMBOLS
City Project No.06-17.Phase 1 4/20/07 SPECIAL PROVISIONS• SECTION 7 - PAGE 3
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.
Said Work shall be diligently prosecuted to completion before the expiration of:
20 WORKING DAYS '
from the day specified in the Notice to Proceed issued by the City. Said time of
completion does not include time associated with ordering long lead-time items. '
Contractor shall refer to Section 4-2.2 of these Special Provisions for requirements
associated with ordering long lead-time items.
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 thereby 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
Bands shall be executed by either: (a) two (2) or more sufficient personal sureties; (b) 1
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.
Patencio Lane Drainage Improvements SCOPE AND CONTROL OF WORK
City Project No. 06t17,Phase 1 SPECIAL PROVISIONS- SECTION 2- PAGE 1
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' 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
' A. 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
5. Contract Drawings govern over Shop Drawings
' 2-4 SUBSURFACE DATA
' Section 2-7 of the Standard Specifications shall be revised to read as follows:
"2-7.1 Limited Reliance by Contractor. - Soils reports and other
reports of 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 Contractors purposes, including, but not limited to, any
aspects of the means, methods, techniques, sequences, and procedures
Palencio Lane Drainage Improvements SCOPE AND CONTROL OF WORK
City Project No.06-17, Phase 1 4/20/07 SPECIAL PROVISIONS •SECTION 2- PAGE- 2
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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, 1
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. '
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.
A survey monument exists within the area of work. The existing monument will be
disturbed due to construction. The Contractor shall replace the monument and install a
monument well in accordance with City of Palm Springs Standard Drawing No. 100 and
have its Surveyor file a Corner Record in accordance with applicable law. Contractor '
shall notify the Engineer 72 hours in advance of disturbing existing monumentation.
Payment for resetting of the existing survey monument, installation of monument well,
and filing a Corner Record by the Contractor's Surveyor shall be considered as included
in the various bid items of work, and no additional compensation shall be allowed
therefore. '
2-7 SURVEYING
The Contractor will be required to have a California licensed surveyor to set all stakes
and hubs, furnish all lines, grades and measurements necessary for the proper
prosecution and control of the work contracted for under these specifications. No direct '
payment will be made for this labor, materials, or other expenses therewith. The cost
thereof shall be included in the price of the bid for the various items of the Contract-
The Contractor must give weekly copies or all survey notes to the Engineer so that the '
Engineer may check them as to accuracy and method of staking- All areas that are
staked by the Contractor must be checked and approved by the Engineer prior to '
Patendo Lane Drainage Improvements SCOPE AND CONTROL OF WORK
city Project No-06.17,Phase 1 SPECIAL PROVISIONS- SECTION 2 - PAGE 3
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' beginning any work in the area. The Engineer will make periodic checks of the grades
and alignment set by the Contractor. In case of error on the part of the Contractor,
' his/her employees, or surveyor, resulting in establishing grades and/or alignment that
are not in accordance with the plans or as established by the Engineer, all construction
or staking not in accordance with the established grades and/or alignment shall be
replaced without additional cost to the City.
The Contractor shall provide all construction surveying by a California registered land
surveyor, including monument tie-out and corner record filing, as required by the
Engineer or his representative.
Special Note: The City, in its design of the Project, established survey control from a
temporary bench mark within the Project Area. The temporary bench mark is the
existing top of sewer manhole at the east end of West Patencio Lane, at an elevation of
' 476.40. This sewer manhole is required to be adjusted to grade, to an elevation of
475.81. It shall be the Contractor's responsibility, through its construction surveyor, to
appropriately identify a new temporary bench mark established from the City's
temporary bench mark, prior to the disturbance the existing sewer manhole within the
Project Area.
' Payment for any and all construction surveying required by this Project, by the
Contractor's Surveyor, shall be considered as included in the various bid items of work,
and no additional compensation shall be allowed therefore.
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.
2-10 SITE EXAMINATION
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Patencio lane Drainage Improvements SCOPE AND CONTROL OF WORK
City Protect No.06-17,Phase 1 4/20/07 SPECIAL PROVISIONS- SECTION 2-PAGE 4
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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 SUBMITTALS
The following provisions shall replace Section 9-2 "Lump Sum Work" 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. '
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Patencio Lane Drainage Improvements SCOPE AND CONTROL OP WORK
City Project No.06-17,Phase 1 SPECIAL PROVISIONS- SECTION 2- PAGE 5
4/20/07 '
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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 2003 edition shall be deleted in its entirety and the
fallowing substituted therefor:
' 3-213AYMENT
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
Contractors 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 (1 st 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 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 the Contract Unit Price, as hereinafter provided, or at
the option of the City, payment for the work involved in such excess will be made
' Patencio Lane Drainage Improvements CHANGES IN WORK
City Project No.06.17,Phase 1 SPECIAL PROVISIONS- SECTION 3 - PAGE 1
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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 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-
Patendo Lane Drainage Improvements CHANGES IN WORK
City Project No.06-17, Phase 1 SPECIAL PROVISIONS- SECTION 3 • PAGE 2
4120107 '
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' 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 cast 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.
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Patencio Lone Drainage Improvements
City Project No.06-17, Phase 1 CHANGES IN WORK
4120l07 SPECIAL PROVISIONS• SECTION 3 • PAGE 3
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
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. '
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Patencio Lane Drainage Improvements CONTROL OF MATERIALS
City Project No.06-17,Phase 1 SPECIAL PROVISIONS =SECTION 4-PAGE 1
4/20107
' SECTION 5 -- UTILITIES
' 5-1 REMOVAL, RELOCATION, OR PROTECTION OF EXISTING UTILITIES
The following full text of Government Code Section 4215 shall replace the provisions of
Section 5-5, subparagraph 4, of the Standard Specifications:
"In 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 contract
documents shall include provisions to 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 contract documents shall
include provisions that 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 trunklines in the plans
and specifications.
' Nothing herein shall preclude the public agency from pursuing any appropriate
remedy against the utility for delays which are the responsibility of the utility.
Nothing herein shall be construed to relieve the utility from any obligation as
required either by law or by contract to pay the cost of removal or relocation of
existing utility facilities.
If the contractor while performing the contract discovers utility facilities not
identified by the public agency in the contract plans or specifications, he 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."
Palendo Lane Drainage Improvements UTILITIES
City Pro/ert No.06-17,Phase 1 SPECIAL PROVISIONS- SECTION 5-PAGE 7
4/20/07
5-2 TEMPORARY SUPPORT OF UTILITIES
The Plans identify the approximate locations of existing utilities that parallel or cross the
Work. These locations are based on the best information available to the City. The '
Contractor shall verify these locations.
During construction of the Work, some of the existing utilities may fall within the
prism of trenches. If the existing utility does fall within the Contractor's trenches, the
utility involved shall be supported properly by the Contractor to the satisfaction of the
utility owner.
The method of support of the utility, precautions to be taken during trench backfill
and compaction, etc., shall be per the utility owner's requirements. The Contractor shall
contact the utility owner should it anticipate such exposure of any of the existing utilities.
Special Note: The Work requires installation of storm drain improvements that '
cross existing utility lines. The Contractor is advised that Time Warner, Southern
California Edison, Southern California Gas Co., and Desert Water Agency facilities '
cross within the area of Work. It shall be the Contractor's responsibility to
coordinate the support and protection of these facilities as necessary to install ,
the storm drain improvements.
5-3 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, sewer manhole frames and covers and monument wells
shall be adjusted.to grade by the Contractor_
All Southern California Edison vaults, Verizon vaults, Southern California Gas
Company valve covers, and other subsurface structures shall be relocated or adjusted
to grade by the utility companies. The Contractor shall notify each utility owner a
minimum of 2 working days before commencing the Work.
- END OF SECTION -
Patencio Lane Drainage Improvements UTILITIES '
City Project No.06-17, Phase 1 SPECIAL PROVISIONS-SECTION 5 -PAGE 2
4/20107
1
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
' 6-2.2 Limitations. - No trench excavation or pipe laying shall be performed on
Fridays, weekends, holidays, or the day preceding a holiday without prior approval of
the Engineer. Fridays shall be used for cleanup and paving where possible.
6-3 NOTIFICATION
The Contractor shall notify the City and the owners of all utilities and
substructures not less 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
Mike Lytar, Senior Public Works Inspector (760) 323-8253
Sherman Ferguson, Streets Maintenance Supervisor (760) 323-8167
' Dave Barakian, City Engineer (760) 323-8253
VERIZON
' Attention: Mr. Larry Moore (760) 778-3603
DESERT WATER AGENCY
' Attention: Mr. Woody Adams (760) 323-4971
SOUTHERN CALIFORNIA EDISON COMPANY
' Attention: Mr. Frank Jasso (760) 202-4278
SOUTHERN CALIFORNIA GAS COMPANY
' Attention: Ken Kennedy (909) 335-7716
Patencio Lane Drainage Improvements PROSECUTION, PROGRESS,
City Project No.06-17,Phase 1 AND ACCEPTANCE OF THE WORK
4120107 SPECIAL PROVISIONS- SECTION G - PAGE 1
1
1
TIME-WARNER CABLE
Attention: Mr. Dale Scrivner (760) 340-1312 '
WHITEWATER MUTUAL
Attention: Mr. Stan Clark (760) 325-5880 '
SPRINT
Attention: Mr. Lynn Durrett (909) 873-8022 '
UNDERGROUND SERVICE ALERT (800) 227-2600
1
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 -
1
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Patenvo Lane Drainage Improvements PROSECUTION, PROGRESS, 1
City Project No.06.17,Phase 1 AND ACCEPTANCE OF THE WORK
4/20107 SPECIAL PROVISIONS- SECTION 6 - PAGE 2
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' 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."
1 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 tabor 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 the 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 request. The
Contractor shall post a copy of such determination at each job site.
' The Contractor shall, as a penalty to the City, forfeit $50.00 for each calendar day, or
portion thereof, for each worker paid less than the prevailing rates as determined by the
Director for such work or craft in which such worker is employed for any public work
done under the Contract by it or by any subcontractor under it.
' Patendo Lane Drainage Improvements RE5PONSIHILITIES OF THE CONTRACTOR
City Project No.O6-17,Phase 1 SPECIAL PROVISIONS-SECTION 7- PAGE 1
' 4/20107
1
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 Apprentices on Public Works. - The Contractor shall comply with all applicable '
provisions of Sections 1777.5 and 1777.6 of the California Labor Code relating to
employment of apprentices on public works.
7-6 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 Stop 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,
7-7 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. 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. '
Patencio Lane Drainage Improvements RESPONSIBILITIES OF THE CONTRACTOR ,
City Project No.06-17, Phase 1 SPECIAL PROVISIONS-SECTION 7- PAGE 2
4120107 ,
' 7-8 Contracts for Trenches or Excavations; Notice on Discovery of Hazardous
Waste or Other Unusual Conditions; Investigations; Change Orders; Effect on
' Contract. - (a) As required under Section 7104 of the Public Contract Code, in any
public works contract of a local public entity, which involves the digging of trenches or
other excavations that extend deeper than four (4) feet) below the surface, shall be
subject to the following conditions: the Contractor shall promptly, before the conditions
are disturbed, notify the public entity in writing of such conditions.
' (b) It has been determined that the OSHA soil classification in Palm Springs has
designated to be Type C soil throughout the City. All protective measures shall be
based upon that determination.
' 7-9 Resolution of Construction Claims. - As required under Section 20104, et
seq., of the California Public Contract Code, any demand of $376,000 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 have
' 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, after 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.
1
Patencio Lane Drainage Improvements RESPONSIBILITIES OF THE CONTRACTOR
City Project No.06-17,Phase 1 SPECIAL PROVISIONS-SECTION 7 -PAGE 3
4/20/07
If the meet and confer conference does not produce a satisfactory request, the
Contractor may pursue the remedies authorized by law.
7-10 Concrete Forms, Falsework, and Shoring. - The Contractor shall comply fully '
with the requirements of Section 1717 of the Construction Safety Orders, State of
California, Department of Industrial Relations, regarding the design of concrete forms,
falsework, and shoring, and the inspection of same prior to the placement of concrete.
Where the said Section 1717 requires the services of a civil engineer registered in the
State of California to approve design calculations and working drawings of the falsework
or shoring system, or to inspect such system prior to the placement of concrete, the
Contractor shall employ a registered civil engineer for these purposes, and all costs
therefor shall be included in the Bid item price named in the Contract for completion of '
the Work as set forth in the Contract Documents.
7-11 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 7-11, 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. -
Z 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 7.11, 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 be given ,
access to the records at the principal office of the Contractor.
Patencio Lane Drainage Improvements RESPONSIBILITIES OF THE CONTRACTOR '
City Project No.06.17,Phase 1 4/20107 SPECIAL PROVISIONS- SECTION 7 - PAGE 4
The Contractor and each subcontractor shall file a certified copy of the records,
enumerated in paragraph one of this Section 7-11, 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 7-11, 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. 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 1 st 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.
Patenclo Lane Drainage Improvements RESPONSIBILITIES OF THE CONTRACTOR
City Project No.06-17,Phase 1
4120107 SPECIAL PROVISIONS-SECTION 7 , PAGE 5
7-12 INSURANCE AMOUNTS '
Before commencing the Work, the Contractor shall furnish a Certificate of Insurance '
with the following liability limits:
$1 Million per Occurrence/$2 Million Aggregate '
Umbrella excess liability may be used to reach the limits stated above.
A. At a minimum, coverage must include:
1. Insurance Services Office Commercial General Liability coverage (occurrence
form C00001)
2. Insurance Services Office form number CA 0001 (Ed. 1/87) covering Automobile
Liability, code 1 (any auto) '
3. Workers' Compensation and Employer's Liability insurance as required by the
State of California for all labor employed by Contractor or any sub-Contractor. '
B. The following general requirements apply:
1. Insurance carrier must be authorized to do business in the State of California. '
2. Insurance carrier must have a rating of or equivalent to B++,VIII by A.M. Best '
Company.
3. Coverage must include personal injury, protective and employer liability. '
4, Certificate must include evidence of the amount of any deductible or self-insured '
retention under the policy-
5. Contractor's insurance must be primary and non-contributory over any insurance '
the City may maintain, that is, .any such City insurance shall be excess to limits
stated in the Certificate-
C. Verification of Insurance coverage may be provided by either (1) an approved
General and/or Auto Liability Endorsement Farm for the City of Palm Spring s or (2) an
acceptable certified copy of the insurance policy (Declarations of Coverage) with the-
following endorsements stated on the policy:
1. The City of Palm Springs, its officials, employees and agents are named as an '
additional insured" ("as respects a specific contract" or "for any and all work performed
with the City" may be included in this statement).
2. "This insurance is primary and non-contributory over any insurance or self-insurance '
the City may have" ("as respects a specific contract" or "for any and all work performed
with the City" may be included in this statement)_
PatenCio Lane Drainage Improvements RESPONSIBILITIES OF THE CONTRACTOR
City Projeet No.06-17, Phase 1 SPECIAL PROVISIONS • SECTION 7 - PAGE 6
4/20107 '
1
' 3. "Should any of the above described policies be canceled before the expiration date
thereof, the issuing company will mail 30 days written notice to the Certificate Holder
' named." Language such as, "endeavor to" mail and "but failure to mail such notice shall
impose no obligation or liability of any kind upon the company, its agents or
representative" is not acceptable and must be crossed out. See example below.
1 4. Both the Workers' Compensation and Employers' Liability policies shall contain the
insurer's waiver of subrogation in favor of City, its elected officials, officers, employees,
' agents and volunteers. See example below.
In addition to the endorsements listed above, the City of Palm Springs shall be named
the Certificate holder on the policy.
All certificates and endorsements are to be received and approved by the City before
' Work commences. Failure to obtain the required documents prior to the
commencement of Work shall not waive the Contractor's obligation to provide them.
' Cancellation Example:
SHOULD ANY OF THE ABOVE REFERENCED POLICIES BE
CANCELLED BEFORE THE EXPIRATION DATE THEREOF,
THE ISSUING INSURER WILL ENDEA-VOR TO MAIL 30
' DAYS* WRITTEN NOTICE TO THE CERTIFICATE HOLDER
NAMED HEREIN
,SH°I-Il= IMPnC�vBLAG,^TInAI no I I I AI rLITV-ram-=OF AN
' I '— IJFQN THE IPd��' E TS- AGENTTS OR
E--RE
*The broker/agent can include a qualifier stating '10 days
notice for nonpayment of premium."
Waiver of Subrogation Example:
' "IT IS UNDERSTOOD AND AGREED THAT THE
COMPANY WAIVES THE RIGHT OF SUBROGATION
AGAINST THE ABOVE ADDITIONAL INSURED(S), BUT
ONLY AS RESPECTS THE JOB OR PREMISES
' DESCRIBED IN THE CERTIFICATE ATTACHED HERETO."
Patencio Lane Dramacoe Improvements RESPONSIBILITIES OF THE CONTRACTOR
City Project No.06-17,Phase 1 4/20/07 SPECIAL PROVISIONS-SECTION 7 = PAGE 7
1
7-13 PERMITS '
7-13.1 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.
7-13.2 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-
7-13.3 Cal-OSHA Excavation Permit, The Contractor shall obtain an excavation '
permit from the State of California Department of Industrial Relations, Division of
Occupational Safety & Health, pursuant to Section 6500 et seq of the California Labor '
Code and pay all fees associated with said permit. By the act of submitting a proposal
for the work included in this contract, the Contractor shall be deemed to have acquired
said permit. '
7-14 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.
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.
All 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. '
7-15 DUST CONTROL,
7-15.1 General
A. The Contractor shall be responsible for stabilizing the disturbed soil during
construction. 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 '
Patenoio Lane Drainage Improvements RESPONSI5ILITIES OF THE CONTRACTOR
City Projeet No,00-17,Phase 1 SPECIAL PROVISIONS- SECTION 7- PAGE S
4/2ora7
this work shall be included in the price of various items in the Bid Schedule, and no
additional payment will be made therefor.
B. The Contractor shall be responsible for maintaining the project site and providing
adequate dust control 24 hours a day, everyday, through the duration of the
rp oject, in conformance with City requirements, Section 10 of the Standard
specifications, and to the satisfaction of the City Engineer. The Contractor shall
complete and submit a City of Palm Springs Fugitive Dust (PM-10) Control Plan, for
review and approval by the City Engineer, at the Pre-Construction Conference.
7-15.2 Dust Control Sign Requirements
' 7-15.2.1 Sign Materials and Fabrication. - The Contractor shall construct, erect, and
maintain a rectangular, painted sign, outside of any proposed work area. The sign shall
be installed within 5 days of the execution of the Contract, and the Contractor shall
maintain the sign in good condition until the execution of the Notice of Completion, at
which time the Contractor shall remove the sign and deliver it to the City yard. The sign
board shall be minimum 8-feet wide by 5-feet high, constructed as follows:
a. 1" High Density Overlay exterior type plywood, Grade designation APA HDO EXT.
b. Two (2) 4" x 4" post securely buried not less than 24 inches into the ground. No
' concrete shall be used to secure the sign posts. The posts shall be treated with
linseed replacement oil tinted with redwood stain,
c. Posts shall be attached to the edges of the plywood with a minimum of two (2)
carriage bolts on each post.
' d. The front surface of the sign should be painted in the contrasting colors of a white
background with black lettering. All paint shall be weather-proof non fading enamel.
e. Commercially prepared metal signs mounted on steel posts are also acoeptable-
No handwritten signs will be accepted. Stenciled or professionally prepared signs are
required.
7-15.2.2 Sign Installation. — The sign shall be installed such that members of the
' public can easily view, access, and read the sing at all times and shall be located along
the street frontage such that it will not be subject to damage from equipment or vehicles
working at the project site_ Additionally:
a. The lower edge of the sign shall be mounted a minimum of 6 feet and a maximum of
7 feet above existing ground level for easy viewing.
b. On the construction site the sign should be positioned so as to be visible from all
major streets.
Patencio Lane Drainage Improvements RESPONSIBILITIES OF THE CONTRACTOR
City Project No 06-17, Phase 1 SPECIAL PROVISIONS-SECTION 7 , PAGE 9
1 4/20/07
1
c. For construction projects that are developed in phases, the sign should be relocated
to the areas which are under active construction.
7-15.2.3 Sign Lettering. - The sign shall contain the following words in the top portion '
of the sign in minimum 3" high, bold face type letters:
Project Name: Patencio Lane Drainage Improvements
Contractor:
City Project No: 06-17 (Phase 1)
TO REPORT BLOWING DUST
FROM THIS PROJECT CALL:
The sign shall contain the following words in the largest, minimum 4", bold face type
letters:
(NAME) ,
(XXX) XXX-XXXX
The Contractor shall provide its Superintendent's or Project Manager's 24 hour i
telephone number.
Underneath in 2'/" bold face type letters shall be the following words:
If you do not get a response within one hour., please call: '
8:00 a.m.-5:00 p.m. Monday through Friday:
(760) 323-8253 Palm Springs Public Works and Engineering Department
After hours or weekends: '
(760) 323-8115 Palm Springs Police Department
Or call A.Q.M.D.: 1-800-288-7664
The sign planning, appearance, and layout shall conform to the exhibit included in the 1
Appendix, and shall be subject to the approval of the Engineer. The sign shall be
placed into its final position as a part of the work of Initial Mobilization, as specified in '
Section 9.
7-15.2.4 Sign Maintenance. — Dust Control Sign shall be maintained in good condition
by the Contractor at all times during the entire contract. In case of damage to the sign
from any cause, including graffiti, vandalism, environmental conditions and fading, the
Contractor shall repair, re-install, and/or repaint the sign, as required. All such repair or ,
maintenance shall be completed promptly within 2 days of any such damage to the full
satisfaction of the Engineer.
7-15.2.5 Payment. - Full compensation for providing 24 hour dust control and project ,
maintenance; and for furnishing, erecting, maintaining, and removing the dust control
sign shall be considered as included in the contract lump sum price paid for t
mobilization, and no additional compensation will be allowed therefore-
- END OF SECTION -
Patencio Lane Drainage Improvements RESPONSIBILITIES OF THE CONTRACTOR
City Prefect No.06-17 Phase 1 SPECIAL PROVISIONS- SECTION 7 • PAGE 10
4/20/07
1
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SECTION 8 -- FACILITIES FOR AGENCY PERSONNEL
(BLANK)
END OF SECTION -
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Pa[encio Lane Drainage Improvements FACILITIES FOR AGENCY PERSONNEL
Cary Project No,OCr'17,Phase 7 4/201a7 SPECIAL PROVISIONS• SECTION 8- PAGE 7
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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 therefore 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. '
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, or as
prescribed by law, the amount deducted from the final estimate and retained by the ,
Patencio Lane Drainage Improvements MEASUREMENT AND PAYMENT
City Project No 06-17, Phase 1 SPECIAL PROVISIONS- SECTION 9 -PAGE 1
4120/07 ,
1 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 to be further retained.
9-2 PAYMENT SCHEDULE
9-2.1 Bid Schedule. - Ail 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.
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 10 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. Providing temporary construction power, wiring, and lighting facilities
per Paragraph 7-8.5, "Temporary Light, Power, and Water" of the
Standard Specifications and these Special Provisions.
1 1 Providing on-site sanitary facilities and potable water facilities, as
specified per Paragraph 7-8.4, "Sanitation" of the Standard
' Specifications-
4- Obtaining and paying for all required bonds, insurance, and permits-
' 5. Posting all OSHA-required notices, and establishment of OSHA-
approved safety programs.
Patencio Lane Drainage Improvements MEASUREMENT AND PAYMENT
City Project No.06-17. Phase 1 SPECIAL PROVISIONS-SECTION 9 -PAGE 2
4/20/07
1
fi_ Having the Contractor's superintendent at the job site full-time. '
7. Submitting the required Construction Schedule, as specified in the '
Section 6-1, "Construction Schedule and Commencement of Work"
of the Standard Specifications.
In addition to the requirements specified above, all submittals shall conform to the
applicable requirements of Section 2-5.3, "Shop Drawings and Submittals" 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 -
1
1
Patencio Lane Drainage Improvements MEASUREMENT AND PAYMENT
City Project No-06.17.Phase 1 4/20/07 SPECIAL PROVISIONS-SECTION 9 - PAGE 3
'
1
SECTION 10 -- CONSTRUCTION DETAILS
' 10-1 GENERAL
The work is located in Palm Springs, California, at the following location:
' On West Patencio Lane between South Patencio Road and South Monte
Vista Drive, and traversing through a drainage easement extending
' across a vacant lot east of West Patencio Lane (identified by APN 513-
193-008).
Please refer to the project plans for specific location details.
10-1.1 Order of Work. - Order of work shall conform to the Standard Specifications
and these Special Provisions.
' The first order of work shall be:
1 . The Contractor shall propose an order of work for the proposed storm drain and
' pavement reconstruction work in its Construction Schedule submittal.
2. Prior to commencing work, the Contractor shall perform the necessary written
noticing of residents as specified in these Special Provisions.
3. Proceed with the work in accordance with the Construction Schedule as approved
' or amended by the Engineer.
10-1.2 Restrictions.
' City has acquired a right of entry from the owner of the vacant lot located between
West Patencio Lane and South Monte Vista Drive (identified by APN 513-193-008)
' to accommodate construction activity that exceeds the boundary of the City's
drainage easement (See Appendix for easement exhibit). Contractor shall use due
care and caution when work activity requires access onto portions of the vacant lot
' located outside of the City's existing drainage easement. Contractor shall restore all
disturbed areas to equal or better condition than found prior to commencement of
' Work.
10-1.3 RECORD DRAWINGS
The Contractor shall keep a complete set of record drawings at the job site. The
Construction Plans shall be legibly marked showing each actual item of record
' construction including:
1 . Measured depths of elements in relation to fixed datum points.
' Patencio Lane Drainage Improvements
City Project No.06-17, Phase 1 CONSTRUCTION DETAILS
4/20/07 SPECIAL PROVISIONS-SECTION 10- PAGE 1
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2. Measured horizontal and vertical locations of underground utilities and '
appurtenances with reference to permanent surface improvements.
3. Measured locations of internal utilities and appurtenances concealed in 1
construction with reference to visible and accessible features of construction.
4. Field changes of dimensions, locations and/or materials with details as required to 1
clearly delineate the modifications.
5. Any details not in the original Construction Plans developed by the City '
throughout construction necessary to clarify or modify the Construction Plans.
The Contractor shall maintain all record information daily and make this information '
available to the Project Inspector upon request. The Contractor's progress payment
will not be approved unless project record drawings are current.
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, 1
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 Part 6 of the 2003 MUTC❑ and Part 6
of the 2004 MUTCD CA supplement, T11, T12, and T13, of the May 2006 State
Standard Plans shall be used as applicable, 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. '
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.
Patencio Lane Drainage Improvements
City Project No.06-17, Phase 1 CONSTRUCTION DETAILS
4/20107
SPECIAL PROVISIONS-SECTION 10- PAGE 2 '
1
' 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 seven (7) calendar days prior to the commencement of construction.
10-2.7 Allowable Lane Closures - Contractor may close one lane each on South
Monte Vista Drive and on West Patencio Lane during daytime work hours subject to the
lane closure requirements in Part 6 of the 2003 MUTCD, and Part 6 of the 2004
MUTCD CA supplement, and T73 of the May 2006 State Standard Plans. City
' Bngineer approval for lane closure shall be required prior to implementation. For all
lane closures on two-lane roadways, flaggers shall be utilized to ensure the safe flow
of traffic at around the Work area,
10-2.8 Travel Lanes. — In public streets, during working hours, the Contractor shall
maintain not less than one lane of traffic open in each direction at all times, unless
otherwise allowed by Section 10-2.7 above. 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. This work shall be included in the lump sum Bid Item price
' for "Traffic Control", in the Bid Schedule, and no additional compensation will be
allowed therefore.
10-2.9 Detours. — No detours are required, nor will be approved, for this project.
10-2.10 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. 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 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.
10-2.11 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(s). The Contractor shall also be
responsible for ensuring that appropriate United State Postal Service access is
' maintained to homes on West Patencio Lane, throughout the duration of the Work.
10-2.12 Pedestrians. - The Contractor shall erect signs and barricades to direct
' pedestrians through or around the construction zone. These signs and barricades
Patencio Lane Drainage Improvements
City Project No,06-17,Phase 1
4l20l07 CONSTRUCTION DETAILS
' SPECIAL PROVISIONS• SECTION 10- PAGE 3
shall be an integral part of the Contract, and shall be included as part of the lump '
sum Bid Item for "Traffic Control", in the Bid Schedule, and no additional
compensation will be allowed therefore. '
10-2.13 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 shall be responsible for all expenses
incurred by the City.
10-2.14 Measurement and Payment - 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. '
Payment for traffic control shall be considered as included in the lump sum price bid
For "Traffic Control", and no additional compensation shall be allowed therefore. '
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. - The Contractor is responsible for protecting all existing
improvements not designated for removal. If the Contractor removes or damages '
any existing improvement such as, but not limited to: sidewalk, handicap ramps,
curbs, gutters, driveway approaches, trees, shrubs, hedges, fences, walls, signs, '
water valves, irrigation system components and associated electrical service, et
cetera, that is not designated for removal as part of the Contract, the repair or
replacement of the damaged improvement shall be at least equal to its condition prior ,
to sustaining damage, all in accordance with requirements of the Contract
Documents.
The Contractor is responsible for any and all damage done to existing property and '
adjacent properties during all construction work under this Contract, and the
Contractor shall, at its expense, make any repairs that result from its operations, to '
the approval of the Engineer and the subject property owner.
Patenoio Lane Drainage Improvements '
City Pro]eot No,06.17,Phase 1 CONSTRUCTION DETAILS
4120107
SPECIAI-PROVISIONS-SECTION 10• PAGE 4
Special Note: The work requires installation of storm drain improvements that cross
through and under an existing stacked-in-place, rock wall. It is the express desire of
the City and adjacent property owners that this wall be protected in place to the
greatest extent possible. The Contractor shall limit its removal of the rock wall to
only that length necessary to install the Work. The Contractor shall carefully protect
all rock and materials removed from the wall as necessary to install the Work, and
reconstruct the stacked-in-place rock wall to its former condition. The remaining
portion of the rock wall shall be protected in place. Payment for protecting in place,
' removing and reconstructing the existing stacked-in-place rock wall, including
remove and repair to damaged portions beyond the limits of the Work caused by
Contractor, shall be considered as included in the contract unit price bid per foot for
"Install 12" Storm brain," and no separate payment shall be allowed therefore.
' 10-3.1.2 Trees Within Project Limits - The Contractor shall exercise all necessary
precaution to avoid damage to, or destruction of, any trees or shrubs, growing within
the project limits, including private property and street right-of-way, and shall not
' trim, remove, or relocate any trees unless such trees have been approved or
designated for trimming, removal, or relocation by the property owner, or the City, as
the case may be. All existing trees and shrubs which are damaged during
' construction shall be trimmed or replaced by the Contractor or a certified tree
company under permit from the City to the satisfaction of said property owner, or
the City, Tree trimming and replacement shall be as directed by the Engineer.
10-3.1.3 Rights of Way. - The Contractor shall not do any work that would affect
any oil, gas, sewer, or water pipeline; any telephone, -television, telegraph, or electric
transmission line or cable; any fence; or any other structure, nor shall the Contractor
enter upon the rights-of-way involved until notified by the Engineer that the City has
secured authority therefore from the proper party. After authority has been obtained,
the Contractor shall give said party due notice of its intention to begin work, and
shall give said party convenient access and every facility for removing, shoring,
supporting, or otherwise protecting such improvements and for replacing same.
' Maintaining in Service: All oil and gasoline pipelines, power, and telephone
' television, or other communication cable ducts, gas and water mains, irrigation lines,
sewer lines, storm drain lines, poles, and overhead power and communication wires
and cables encountered along the line of the Work shall remain continuously in
service during all the operations under the Contract, unless other arrangements
satisfactory to the Engineer are made with the owner of said pipelines, duct, main,
irrigation line, sewer, storm drain, pole, or wire or cable. The Contractor shall be
' responsible for and shall repair all damage due to its operations, and the provisions of
this Section shall not be abated even in the event such damage occurs after
backfilling or is not discovered until after completion of the backfilling.
' Special Note: The Work requires installation of storm drain improvements that cross
existing utility lines. The Contractor is advised that Time Warner, Southern California
Edison, Southern California Gas Co., and Desert Water Agency facilities cross within
Patencio Lane Drainage Improvements
City Project No.06-17,Phase 1 CONSTRUCTION DETAILS
4/20107 SPECIAL PROVISIONS-SECTION 10• PAGE 5
1
the area of Work. It shall be the Contractor's responsibility to coordinate the support '
and protection of these facilities as necessary to install the storm drain
improvements.
All repairs to damaged improvements are subject to inspection and approval by an
authorized representative of the utility owner before being concealed by backfill or '
other work.
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 shall not stockpile any removals on any adjacent lots, with or without
the property owner's approval.
10-3.2.2 Asphalt Concrete Pavement. - Remove sections of concrete pavement, ,
located within the right-of-way and on private property. Asphalt pavement shall be
neatly sawed in straight lines either parallel to the edge of pavement or at right '
angles to the alignment of the road.
10-3.2.3 Portland Cement Concrete. - A portion of a private Portland cement
concrete walkway connecting to the south side of West Patencio Lane shall be
removed as needed to the nearest existing score line and replaced to adjust the
walkway grade to match the new top of curb in accordance with the project plans.
Payment for removal of the walkway shall be considered as included in the various
bid items of work on the Bid Schedule, and no additional compensation will be
allowed therefore. '
10-3.2.4 Payment. Payment for asphalt concrete pavement removals required '
hereunder shall be paid for at the unit price bid per square foot for "Remove Existing
A.C. Pavement,", and shall constitute full compensation for all equipment, materials,
and labor necessary for the removal and disposal of asphalt concrete pavement surfaces, '
and no additional compensation will be allowed therefore.
Payment for other materials identified herein or on the Project Drawings shall be
considered as included in the various bid items of work on the Bid Schedule, and no '
additional compensation will be allowed therefore.
10-4 SUBGRADE PREPARATION '
10-4.1 Subgrade Preparation. - Preparation of subgrade shall conform to Section
301-1 .2 of the "Greenbook" Standard Specifications. The subgrade shall have a '
minimum thickness of 24 inches. New asphalt concrete pavement is to be placed on
Patencio Lane Drainage Improvements '
City Project No.06-17, Phase 1
4/20/07 CONSTRUCTION DETAILS
SPECIAL PROVISIONS , SECTION 10- PAGE 6
crushed miscellaneous base within the public right-of-way for West Patencio Lane, or
on prepared subgrade for the private driveway to 440 Patencio Road.
' The top 6 inches of subgrade material shall be compacted to a relative compaction of
95% in accordance with the City of Palm Springs Street Pavement Requirements
Standard Drawing Number 110. However, subgrade material where curb, gutter,
and sidewalk are to be constructed shall be compacted to a relative compaction of
90% in agreement with Section 301-1 .3 of the "Greenbook" Standard
Specifications.
10-4.2 Grade Tolerance. - Immediately prior to placing subsequent layers of material
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.
' 10-4.3 Watering. - Water for use in subgrade 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.
' 10-4.4 Payment, - Payment for preparation of subgrade shall be considered as
included in the item of work for which the subgrade is prepared.
10-5 CRUSHED MISCELLANEOUS BASE
10-5.1 Material. - All base material shall be crushed miscellaneous base that has
been imported to the site, Base material shall conform to Section 200-2.4 "Crushed
Miscellaneous Base" of the Standard Specifications.
10-5,2 Payment. - Payment for Crushed Miscellaneous Base shall be made at the unit
price bid per square foot for "Construct 4" Crushed Miscellaneous Base". Payment shall
include full compensation for construction of crushed miscellaneous base including all
material, labor, plant, equipment, furnishing all transportation, hauling, spreading,
compacting, and protecting, complete in place, and preparation of subgrade, in
accordance with the Standard Specifications and these special provisions.
' 10-6 ASPHALT CONCRETE
10-6.1 Asphalt Concrete Pavement. Asphalt concrete pavement shall be placed in a
single lift consisting of C2-AR4000 asphalt concrete pavement, Alternatively, upon
approval by the Engineer, performance grade (PG) asphalt binder may be used in lieu
of Type AR4000 asphalt binder. Asphalt binder meeting performance grade
standards shall comply with Specification Grade PG64-10, in accordance with
Section 92 of the 2006 Caltrans Standard Specifications.
' Patencip Lane Drainage Improvements
City Project No.06-17, Phase 1 CONSTRUCTION DETAILS
4120/07
' SPECIAL PROVISIONS- SECTION 10- PAGE 7
The asphalt concrete mixture shall be placed on a prepared base for pavement within !
the public right-of-way, or on prepared subgrade for pavement within the private
driveway to 440 Patencio Road. 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 Tack Coat. - Tack coat shall be a SS-1 h 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 be included in the price for asphalt concrete
overlay, and no additional payment will be made therefore, !
10-6.4 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,
10-6.5 Adjust Sewer Manhole — The Contractor shall adjust the existing sewer manhole !
within the Work area to finish grade. Manholes shall be adjusted to grade where shown
on the plans in accordance with City of Palm Springs Standard Drawing No. 402. During
adjustment, the Contractor shall cover all mainlines to prevent construction debris from !
falling into the sewer system. The Contractor shall be responsible for all construction
debris that enters the sewer and/or drainage system, and shall clean and flush all debris
from the drainage system to the satisfaction of the City Engineer. Digital video recording !
of the sewer system prior to and after construction shall be provided by the Contractor to
confirm the sewer system was not impacted due to construction.
The existing sewer manhole shall be set to grade, with the manhole frame and cover !
matching proposed cross-fall and grade as shown on the Project Drawings, The
existing sewer manhole cover shall be salvaged to the City, and replaced by !
Contractor with a water tight sewer manhole, manufactured by Alhambra foundries,
Model A-1254B (or approved equal).
!
10-6.6 Adjust Water Meter-- The Contractor shall adjust all existing water meter covers
to finish grade. Water meter covers shall be adjusted to grade where shown on the plans !
in accordance with Desert Water Agency Standard Drawing W111.
10-6.7 Measurement and Payment. - Payment for asphalt concrete pavement shall !
be made at the contract unit price bid per square foot for "Construct 2%2" A.C.
Pavement", or "Construct 3" A.C. Pavement," constructed as shown on the plans, as !
specified in the standard specifications and in these special provisions and as directed by
the Engineer.
Patencio Lane Drainage Improvements !
City Project No-06-17, Phase 1 CONSTRUCTION DETAILS
4l20/07 SPECIAL PROVISIONS-SECTION 10- PAGE 8 !
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' No separate payment will be made for asphalt or aggregate used in the asphalt
concrete, and all costs therefore shall be included in the unit price bid for asphalt
' concrete.
Payment for adjustment of the existing sewer manhole, including replacement of the
existing manhole cover with a water tight manhole cover, shall be considered as
included in the contract unit price bid per square foot for "Construct 2'/z" A.C.
Pavement", and no additional payment shall be allowed therefore.
1 Payment for adjustment of the existing water meter cover to grade, shall be
considered as included in the contract unit price bid per square foot for "Construct
2'/2" A.C. Pavement", and no additional payment shall be allowed therefore.
Payment for removing the existing railroad tie header (located on the private
' driveway to the property located at 440 Patencio Road), adjusting its length, and
reinstalling it to match the new pavement grade, shall be considered as included in
the contract unit price bid per square foot for "Construct 2'/z" A.C. Pavement", and
' no additional payment shall be allowed therefore.
' 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,
' [and preparation of subgradel and tack coat, in accordance with the standard
specifications and these special provisions.
10-7 PORTLAND CEMENT CONCRETE
10-7.1 Material. - Portland Cement Concrete of the class and type shown on City
' Standard Drawings shall be used to construct new curbs, cross-gutter, and walkway.
Where class and type are not specified in the standard drawings or plans, Portland
cement concrete of Type 560-C-3250 (6 Sack) shall be used for construction.
10-7.2 Curb. - Construction of new curb shall conform to the City of Palm Springs
Curb Standard Drawing Number 200. Portland cement concrete of Type 560-C-
' 3250 (6 Sack) shall be used for construction. Type A1-6 curb, and variable height
curb, shall be constructed to the dimensions as specified in the City's Standard
Drawing, except as may be modified as shown on the Project Drawings and/or
' Details. Application details and other specifications not explicitly shown or stated in
the City's Standard Drawing shall conform to Section 303-5 the Standard
Specifications.
' Payment for Type Al-6 curb shall be made at the contract unit price bid per foot for
"Construct Type A1-6 Curb (Variable Weight)," and no additional payment shall be
' allowed therefore.
' Patencio Lane Drainage Improvements
City Project No.06-17,Phase 1
4120l07 CONSTRUCTION DETAILS
SPECIAI. PROVISIONS- SECTION 10-PAGE 9
1
Payment for the variable height curb (2" — 10"), constructed integrally and as part of '
the storm drain catch basin, in accordance with Detail 9 on Sheet 3 of the Project
Drawings, shall be considered as included in the contract unit price each for
"Construct Storm Drain Catch Basin (Detail 9, Sheet 3)," and no additional
compensation shall be allowed therefore.
10-7.3 Cross-Gutter. Construction of cross-gutter shall conform to the City of Palm
Springs Standard Drawing Number 200. Type B2 cross-gutter shall be constructed
to the dimensions as specified in the City's Standard Drawing. Reference shall be '
made to the Project Drawings for installation location and any other reference shall
be made to Section 303-5 of the Standard Specifications. Payment for the cross-
gutter shall be made at the contract unit price bid per foot for "Construct Type B2
Cross Gutter," and no additional compensation shall be allowed therefore.
10-7.4 Walkway. - A portion of a private Portland cement concrete walkway '
connecting to the south side of Patencio Lane shall be removed and reconstructed to
finish grade to match the top of new curb. The new Portland cement concrete '
walkway shall match the color of the existing walkway, and any grade break created
by new construction shall not exceed two percent (2%). Payment for the Portland
cement concrete walkway shall be considered as included in the various items of '
work in the Bid Schedule, and no additional compensation will be allowed therefore.
10-8 STORM DRAIN '
10-8.1 HDPE Storm Drain Pipe. The storm drain pipe shall conform to Section 207-
18 of the Standard Specifications, entitled "Annular High Density Polyethylene Pipe '
With Smooth Interior, Corrugated Exterior, With Bell-And-Spigot Joints."
Construction of storm drain pipe shall conform to Section 306 of the Standard
Specifications. '
Special Note: Installation of the 8" HDPE storm drain pipe requires coordination with
the adjacent property owner, and confirmation that the existing sump pump box has '
been removed of existing pump equipment and other items. The existing inlets or
outlets from the existing sump box shall be sealed with water-tight grout as
necessary to construct the new 8" storm drain outlet into the storm drain catch '
basin, as shown in Section B-B, Detail 9, on Sheet 3. The Contractor is advised that
the existing sump box, if in poor or unusable condition, as determined by the '
Engineer, shall be replaced in like kind with a new pre-cast or formed concrete catch
basin. Installation of the 8" HDPE storm drain pipe requires the protection and
bracing of existing utilities. It is the Contractor's responsibility to coordinate the
protection and/or bracing of these existing utilities as necessary to install the 8"
HDPE storm drain pipe from the existing (or replaced) sump pump box to the storm
drain catch basin, as shown on the Project Drawings. The Contractor shall, if '
necessary, revise the alignment and/or profile of the 8" HDPE storm drain pipe to
accommodate the actual locations and depth of utilities, if different than as shown
on the Project Drawings. Revisions shall be approved by the Engineer prior to
Patencio Lane Drainage Improvements
City Projeet No.06-17,Phase 1 CONSTRUCTION DETAILS
4120107 SPECIAL PROVISIONS-SECTION 10-PAGE 10
1
1
construction. Positive drainage from the existing sump pump box to the storm drain
catch basin shall be provided.
Special Note: Installation of the 12" HDPE storm drain pipe requires the removal and
replacement of an existing stacked-in-place, rock wall. The Contractor shall limit its
' removal of the rock wall to only that length necessary to install the Work. The
Contractor shall carefully protect all rock and materials removed from the wall as
necessary to install the Work, and reconstruct the stacked-in-place rock wall to its
' former condition. The remaining portion of the rock wall shall be protected in place.
Installation of the 12" HDPE storm drain pipe requires the protection and bracing of
existing utilities located on either side of the existing stacked-in-place, rock wall. It
' is the Contractor's responsibility to coordinate the protection and/or bracing of these
existing utilities as necessary to Install the 12" HDPE storm drain pipe from the storm
' drain catch basin to the storm drain outlet structure, as shown on the Project
Drawings. The Contractor shall, if necessary, revise the alignment and/or profile of
the 8" HDPE storm drain pipe to accommodate the actual locations and depth of
' utilities, if different than as shown on the Project Drawings. Revisions shall be
approved by the Engineer prior to construction. Positive drainage from the storm
drain catch basin -to the storm drain outlet structure shall be provided.
10-8.2 Storm Drain Catch Basin. — A new storm drain catch basin with modified
local depression shall be constructed with pre-cast concrete modules of catch basin
' model 2424CB, as manufactured by Brooks Products, Ontario, California or approved
equal. Construction of the storm drain catch basin with modified local depression
shall conform to Detail 9, Sheet 3, on the Project Drawings, including integral
variable height curb (2" -- 10"), local depression, catch basin box modules, traffic
grate, and associated improvements as shown on the Detail.
10-8.3 Storm Drain Parkway Manhole. — A new storm drain parkway manhole shall
be constructed with pre-cast concrete modules of catch basin model 2424CB, as
manufactured by Brooks Products, Ontario, California or approved equal.
' Construction of the storm drain parkway manhole shall conform to Detail 12, Sheet
3, on the Project Drawings, including catch basin box modules, steel cover, and
associated improvements as shown on the Detail.
10-8.4 Storm Drain Outlet Structure. — A new storm drain outlet structure shall be
constructed with pre-cast concrete modules of catch basin model 2424CB, as
' manufactured by Brooks Products, Ontario, California or approved equal.
Construction of the storm drain outlet structure shall conform to Detail 13, Sheet 3,
on the Project Drawings, including catch basin box modules, traffic grate, reinforced
concrete footings, 4 feet wide by 2 feet deep 1 1/z" clean washed gravel, filter fabric,
and associated improvements as shown on the Detail. Clean washed gravel shall
' comply with Section 200-1 .4 "Course Aggregate for Portland Cement Concrete" of
the Standard Specifications. A filter fabric, consisting of a non-woven geosynthetic
fabric, shall be wrapped entirely along all sides of the clean washed gravel (top,
' bottom, and sides), and appropriately secured in place following installation of gravel.
Patencio Lane Drainage Improvements
City Project No.00-17,Phase 1
4120/07 CONSTRUCTION DETAILS
' SPECIAL PROVISIONS-SECTION 10- PAGE 11
1
The filter fabric shall conform to Section 213-2, Table 213-2.2A (Non Woven) of the '
Standard Specifications, unless otherwise approved by the Engineer.
10-8.2 Payment. - Payment for 8" HDPE storm drain pipe, installation, and
associated work, including protection and/or bracing of existing utilities, removal of
existing sump pump box (if required by the Engineer), and associated work, shall be '
made at the contract unit price bid per foot for "Install 8" Storm Drain," and shall
constitute full compensation for furnishing and placing such pipe, all earthwork
including excavation, dewatering, bedding, backfill, compaction, pipe jointing, '
connection to structures, in accordance with the Standard Specifications, these
Special Provisions, the Project Drawings, and as directed by the Engineer. '
Payment for 12" HDPE storm drain pipe, installation, and associated work, including
protection and/or bracing of existing utilities; removal, replacement and protection of '
existing stacked-in-place rock wall, and associated work, shall be made at the
contract unit price bid per foot for "Install 12" Storm Drain," and shall constitute full
compensation for furnishing and placing such pipe, all earthwork including '
excavation, dewatering, bedding, backfill, compaction, pipe jointing, connection to
structures, in accordance with the Standard Specifications, these Special Provisions,
the Project Drawings, and as directed by the Engineer.
Payment for the storm drain catch basin including modified local depression, and
associated work, shall be made at the unit price bid per each for "Construct Storm '
Drain Catch Basin (Detail 9, Sheet 3)," and shall constitute full compensation for
furnishing and placing such structure, all earthwork including excavation, dewatering,
bedding, backfill, compaction, pipe jointing, connection to structures, in accordance '
with the Standard Specifications, these Special Provisions, the Project Drawings, and
as directed by the Engineer.
Payment for the storm drain parkway manhole, and associated work, shall be made '
at the unit price bid per each for "Construct Storm Drain Parkway Manhole (Detail
12, Sheet 3)," and shall constitute full compensation for furnishing and placing such
structure, all earthwork including excavation, dewatering, bedding, backfill,
compaction, pipe jointing, connection to structures, in accordance with the Standard
Specifications, these Special Provisions, the Project Drawings, and as directed by the '
Engineer.
Payment for the storm drain outlet structure, and associated work, shall be made at '
the unit price bid per each for "Construct Storm Drain Outlet Structure (Detail 13,
Sheet 3)," and shall constitute full compensation for furnishing and placing such
structure, all earthwork including excavation, dewatering, bedding, backfill,
compaction, pipe jointing, connection to structures, in accordance with the Standard
Specifications, these Special Provisions, the Project Drawings, and as directed by the '
Engineer.
Patencio Lane Drainage Improvements ,
City Project No.06-17, Phase 1
4/20/07 CONSTRUCTION DETAILS
SPECIAL PROVISIONS- SECTION 10, PAGE 12
1
1 10-8.3 Sheeting, Shoring, and Bracing or Equivalent Method. - Payment for temporary
sheeting, shoring, bracing or equivalent method, will be based upon completion of all
planning, design, engineering, furnishing, and construction, and the removal and disposal
of all such temporary sheeting, shoring, and bracing required for installation of storm drain
pipe and facilities, and required for installation of storm drain laterals, shall be made at the
lump sum bid price, complete, as required under the provisions of any permits, and in
accordance with the requirements of OSHA and the Construction Safety Orders of the
State of California, pursuant to the provisions of Section 6707 of the California Labor
' Code.
END OF SECTION -
1
1
1
1
1
' Patencio Lane Drainage Improvements
City Project No.06-17,Phase 1
4120/07 CONSTRUCTION DETAILS
' SPECIAL PROVISIONS-SECTION 10- PAGE 13
1
CITY OF PALM SPRINGS
PUBLIC WORKS AND ENGINEERING DEPARTMENT
' PART III -APPENDIX
PATENCIO LANE DRAINAGE IMPROVEMENTS
CITY PROJECT NO. 06-17
(Phase 1)
1 Miscellaneous Drawings
Drainage Easement
Dust Control Sign
' Standard Drawings
' City of Palm Springs
100
170
zoo
402
Vendor Drawings
Advanced Drainage Systems
STD-101
' STD-201
Brooks Products
2424CB
Patencio Lane Drainage Improvements
City Project No.00-17.Phase 1 CONTENTS
CO
4/20/07 PART III
1
EXHIBIT "B"
I
LOT 50
20'
I � � w
SYRON A. CAIN TRACT I I al
RS 15
PAARCELEL 5 i TAH4UITZ PARK NO, 2
MD 19/2
LOT 49
12.5' PATENCIO LANE_ CKan I,
TT N89'50'00"W Izi
P.0.0,
5/W CORNER i LOT 48
OF LOT 49
IpFESSIay. n
,gyp J. 9MQ 'Y
LINE DATA
I 0 DELTA LENGTH
Q N89'50'00"E 10.00' * No. C-28931
Exp.00-31-H007
Q 50008'00'E 15,00' ��gT� VCAU�
04 NOO'08'00"W 50.00' tl
DATE,
I �0§ PALMSP CITY OF PALM SPRINGS
PUBLIC WORKS & ENGINEERING GRANT OF EASEMENT
DEPARTMENT
LEGAL DESCRIPTION: ws-K;N eY: SCALE: FILE NO.:
_ " '
PORTION OF LOT 49, TAHQUITZ PARK JRM 1 = 60 R-04--020
NO. 2, MB 19/2. CHECKED SY: DATE SHEET NO.:
DJB 4/15/04 2 OF 2
8 . 00 FONT
SIZE
PROJECT: PATENCIO LANE DRAINAGE 3 "
IMPROVEMENTS 3 "
CONTRACTOR : XXXXXX XXXXXXXXXXX 3°
CITY PROJECT NO : 06 - 17 ( PHASE 1 ) 3 "
IF YOU SEE DUST COMING 3 "
FROM THIS PROJECT CALL : 3 "
-n JOH N DOE XXX - XXX - XXXX 4 1 /2
1F YOU DO NOT GET A RESPONSE PLEASE CALL: 2 1 /4"
CITY OF PALM SPRINGS: 760- 323- 8253 2 1 /4"
AFTER HOURS OR WEEKENDS PLEASE CALL: 2 1 /4"
CITY OF PALM SPRINGS POLICE DEPT: 760- 323 - 8115 2 1 /4"
OR CALL THE AQMD AT 1 - 800- 288- 7664 2 1 /4"
DUST CONTROL SIGN
NO. REVISIONS APPROVED DATE
MONUMENTHANDHOLE FRAME+
-COVER-ALHAMBRA FOUNDRY
CO.A-292D
PAVEMENT
' P.C.CONCRETE WITHPH WSP SCREW
P
I'OALVANTLED IRON PIPE
1
1
MONUMENT PLACEMENT
LOCATION SHOWN THUS.-
'
1
NOTES:
1, MONUMENT SHALL BE FURNISHED AND SET BY A LICENSED SURVEYOR OR CNIL ENGINEER REGISTERED PRIOR
TO JAN.11982 MONUMENT SHALL CONSIST OFr SURVEYOR'S OR ENGINEER'S TAG,5ECURED WITH ROUND
' HEAD PHIWPS SCREW SET TO TRUE POSITION,IN TOP OF CEMENT MOTAR CORE,IN I'GALVANEW IRON PIPE,
IN CONCRETE-
?- FOR USE AT STREET CENTERLINE INTERSECTIONS AND SECTION CORNERS ONLY.
tCITY OF PALM SPRINGS APPROVECWj��- DATE
hRPARTMf NT OF TRANSPORTATION ��'`�j 28931
' CITY ENGINEER R.c
STANDARD MONUMENT TYPE A nR.AWN 4�Y S.j c. ' STANDARDS
CHECKED BY: E.R.F. DWG. NO 10p
' NO REVISIONS APPROVED DATE
' STREET RIGHT OF WAY WIDTH
STREET WIDTH CURB FACE 10 CURB FACE
1 ..
2.00% CENTERLINE TO LIP OF GUT"ICR I 200% CENTERLINE TO LIP DF GUTTER
^ ASPHALT CONCRETE PAVEMENT OVER
` COMPACTED CRUSHED MISCEI-LANEOUS
' BASE AS DESCRIBED BELOW IP,C.0 CURB AND GUTTER PER CP.S. STD DWG 200
STREET WIDTH CROWN HEIGHT
84, .84
B 76
64• 64
S2' .52
40 .40
36 '6
32' 32
' MINOR STREETS.
2.1/2 INCHES OF ASPI-IA'LT CONCRETE II LIFT) OVER 4 INCHES OF CRUSHED MISCELLANEOUS BASE
AND A MIN. SUBGRADE OF 24 INCHES AT 95% RELATIVE COMPACTION
COLLECTOR ,AND SECONDARY STREETS:
3 INCHES OF ASPHALT CONCRETE 11 LIFTI OVER 6 INCHES OF CRUSHED MISCELLANEOUS BASIC
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 LICENShD SOILS ENGINEER.
P ASPHALT RUBBER HOT Mlx A.R.HMI IS AN Af CPPTARIF 511B5 TITUlE FOR
THE ASPHALT SPECIFIED SUBJECT TO VERIFICATION BY THE CITY ENGINECR.
' MIN 2' NEW CONSTRUCTION
MIN. I-1/2' CAP OVER EXISTING PAVEMENT
3 ASPHALT SHALL BE AR-1000 INSTALLED PER S'IANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION, 1994 EDITION AC TYPE TD BE SPECIFIED BY CITY ENGINEER.
4. PAVEMENT SMALL BE LAID WITH A BARBER GREEN PAVING MACHINE OR EQUAL.
S. AC. PAVEMENT SHALL BE FLUSH WITH LIP OF GUTTER
' CITY OF PALM SPRINGS APPRO 4; DATE: A G
DEPARTMENT OF PUBLIC WORKS �42 28931
CITY ENGINEER R C E.
STREET PAVEMENT REQUIREMENTS DRAWN BY 5 J C. ILL NO. STANDARDS
CHOCKED EM ER F. DWC NO. 110
1 NO. REVISIONS APPROVED DATE
1
1 F4
Rc 1/2" 1tR=1/2"
24A. C. PVMNT, 1/4'" LIP ITYP.I
C. PVMNT,_j7 1/2 �8"-••f
A1•-6 Al-8 A2-6 A. C. PVMT.
I �(�1 I/2'� 8..N
a I io I/4'• LIP ITVPJ
R=I" � '•
r_+ L
• � N t0
A2-8 ON517E ONLY ONSITE ONLY
1 B1 B2
24'
�ry 3 3'
1 2A
SLOPE f1/2 SLORE 8
N �
FLOWLINE
1 ^•4 OF GUTTER - "I
1/2" FIBER EXPANSION JOINT 6 CROSSGUTTER-SECONDARY THOROUGHFARE
D1
1 Cl - END OF CURB
4. 4, o
1 2 1 6,
2'.
I I I
SLOPE t—'1/2 SLORE B
1 E • :. .. .: 8 • ' • ... ..
O' CROSSGUITER-MAJOR THOROUGHFARE
NOTES: D2 A. C. PVMT.
1 I. TYPES A-HIGH DIKE, AI-6, AND AI.B ARE BARRIER CURBS A-HIGH DIKE
2 TYPES A,B,C AND D ARE CONSTRUCTED OF PORTLAND CEMENT CONCRETE, 560•C•3250 IS SACK).
3. TYPE A-HIGH DIKE IS CONSTRUCTED OF ASPHALTIC CONCRETE IE AR 6DO01
1 4 TYPE B CURB AND GUTTERS ARE FOR ONSITE USE ONLY.
5, ALL EXPOSED CORNERS ON P.C.C. CURBS AND GUTTERS SHALL BE ROUNDED WITH A 1/2' RADIUS.
6. A,C. PAVEMENT SHALL BE 1/4' ABOVE LIP OF GUTTER.
7 EXPANSION AND WEAKENED PLANE JOINTS SEE SECTION 303-54. SCORING 5 FEET MAXIMUM.
1 SPACING FOR I" DEEP WEAKENED PLANE JOINTS 10 FEET.
CITY OF PALM SPRINGS APPROV DATE:
DEPARTMENT OF PUBLIC WORKS — 2 931
1 CITY ENGINEER R.C.E.
DRAWN BY: S.J.C. FILE NO. STANDARDS
CURB AND GUTTER CHECKED BY, E•R•F, DWG. NO 200
1
' NO. REVISIONS APPROVED DATE
P C CONCRETE RING PER
SUBSECTION 303.5,1 OF
THE STANDARD
SPECIFICATIONS Sill TOP OF STANDARD MANHOLE FRAME AND
1560-C-3250-6 SACKI COVEH AT FINISH GRADE OF STREET PAVEMENT
SEE CP.S STD. DWG. NO. 400
' 1/4" Ilyp1
f al
AALT CONCRETE �. � 'nPROVIDE. B" ADJUSTMENT
PAEMENT THICKNESS i 3-24'X3" GRADE RINGS
�.
AS SHOWN ON PLANS
ALL JOINTS SHALL BE GROUTED PER
SUBSECTIONS 202-2.2.2 AND 303.1 E 2
OF' rHE STANDARD SPECIFICATION FOR
PUBLIC WORKS CONSTRUCTION.
1
NOTES:
I WHEN ADJUSTING MANHOLES TO GRADE, CONTRACTOR SHALL UTILIZE THE
APPLICABLE MANHOLE SHIMS AS MANUFACTURED BY SOUTH DAY FOUNDRY
MODEL NOS 1310/1 , 1 1/4". 2", AND, 1312/1', 1 1/4", AND 2" OR EQUAL.
SOUTH DAY FOUNDRY, P.U. BOX 1256, NATIONAL CITY, CA, 91950,
I6191 474-8/I Sl.
' 2. MAXIMUM OF 3 GRADE RINGS.
CITY OF PALM SPRINGS' APPROVER �/ DATE r DEPARTMENT OF TRANSPORTATION �j~X�
CITY ENGINEER R.aE
TOP OF MANHOLE DRAWN BY FILE No
RBJ STANDARD
DETAIL CHECKED BY. DWG. NO, 402
w■ �w w w w w w w w w w w w ■� w w ■■■ w w
TRENCH INSTALLATION DETAIL
NOTES:
1. FOUNDATIDN: WHERE THE TRENCH BOTTOM IS
UNSTABLE, THE CONTRACTOR SHALL EXCAVATE
TO A DEPTH RERHoREO 8Y THE ENGINEER AND
REPLACE WITH A FOUNDATION OF CLASS I OR II
MATERIAL AS Dv"IHEil IN ASTM 02321, "STANDARD
PRACTICE FOR INSTALLATION OF THERMOPLASHC
GROUND SURFACE I PIPE FOR SEWERS AND OTHER GRAM'-RAW
1 APPUCAMONS,' LATEST EDMONI AS AN ALTERNATIVE
AND AT THE DISGRERPN OF THE ENGINEER, THE
TRENCH BDITON MAY DE STABILIZED USING A
WOVEN CBOTEXHLE FABRIC.
2. BEDDI'IG: SUITABLE MATERAL SHALL RE CLASS 1,
11 OR III AND INSTALLED AS REOUIREO IN ASTM
FINAL B^.CKFILL 02321, LATEST EOITICN.
UNDISTURBED UIIIESS OTHERWISE SPECIFIED BY THE ENGINEER,
EARTH MINIMUM BEDDING T,gCKNESS SHALL BE 4' (100mm)
FOR ` -24" (100-600mm)
CORRUGATED POLYETHYLENE PIPE (CPEP); 5' (L50mm)
FOR 30"-60' (750-1500mrn) CPEP.
3. H INCHHIC AND INOTAJ BACKFH I_: SUNAE,F MATERIAL
ADS PIPE RFTIAL BACKF:'_L, SFALL BE CLASS 1, 11 OR 111 AND INSTALLED AS
' B"-12' (150-30Gnm) REQUIRED IN ASTM 02321, LATEST EDITION,
ABOVE TOP OF PIPE. 4. UNLESS OTHERWISE SPECIFIEO BY THE ENGINEER,
MINIMUM TRENCH V110THS SHALL HE AS FOLLOAS:
-HALPNCHING, TO R'OMINAL 6 M N. RECCIMMENOEO
fl �RINGUNE OF PIPE 4n Imml TRENCHWID,Din lmml
�EEDOIKG MATERIAL 6 150 23 ISM
8 200 25 839
19 250 28 719
FOB:IDAPON� 18 450 39 990
ITN. TREKCH WIDTH 24 COO 48 I'l220J
39 750 5B i6 a3fi 300 78 980
42 1050 83 2110
TYPICAL TRENCH CROSS-SECTION 48 1200 89 2260
(N,T.S.) Go (7500) 102 (259o)
5. MINIMUM COYtTi: MINIMUM RECO"ENDED DEPTHS OF
COVER FOR VARIOUS DIVE LA:AR,- CONDITIONS ARE
SUMMARIZED IN T} FOLLOWING TABLE. UKIESS
OTHERAISE NOTED, AL OIMENSI NS ARE TAKEN FROM
THE TOP OF PIPE TO THE GROUND SURFACE.
NO TO 1NENGINEER: WHEN THIS DEFAL IS TO EE INCORPORATED SURFACE LIE MINIIAIM RECOMMENDED
INTO CONTRACT DOCUMENTS, PLEffiE REFERENCE S=CRO:N X-2, LIMING CONDITION COVER 'n [mmT
"RECOMMENDATIONS FOR INCORPORATION INTO CONTRACT DOCUMENTS' OF
ASTM SPECIFICATION D2321, 'STANDARD PRACTICE FOR UNDERGROUND H25 (FLEXIBLE PAVEMENT) 12 (30D), 24 (600) FOR EO' (1500) PIPv
INSTALLATION OF THMMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY- H25 (RIGID PAVEMENT) 12 (300), 24 (C-00) FOR E9' (1500) PIPE
FLO'N APPLICATIONS' SO THAT APPROPRIATE MODIFICATIONS CAN BE MADE ESO RALR'AY 21 (000)
TO ACCOMMODATE SITE SPECIFIC NEEDS. HEAVY CUNSTRUCHO:N 48 (1200)
'TOP OF PlPn TO BOTTOM O BIUMINOUS PAVEMENT SECTION
m I y�j 1 Im REVLSIONS
mC-S 116 num m cUANSRAP-I Pf[WL'J!]',➢INfYJ.ifM 0.II$TiJp1LT5 .
ms me Eo-xlcren uPu wl. N inOr m m ws'zEmuvalwacn5 Tr➢x wu• �� HY
Owe N ..W.,srxE OR Uc nFc ro S rMT ME P-RRen TO rx.+�uW 3!1
!85'SfAYV 40 Ml 6 Im uaE TO 9liTE'E]'wr 40-1 4 SATE cR LIX
OF fAl2'IS./Yo h (cT 1U WT lH]? �LiJ -LJ EC.k0 NNAY9 MHNE+^SId11xc
MI5Y M PPCR TO TOE v<a�fRl` 4 CF 1M PRCL�.. IBS MA'S I�AVI ,,R]T MW W }p)i1iL 5{ piE1L�C
fs w R'� 7: i c( f�}3 Iw ms.lL1sl.V" s LR CE11V1i0I15 f 1H5
srr<suel oETni• K.M.J. b-7-9fl Px.O. 6-7-99 u"1D-101
w w w w w w w w w w w w w w w w w w w
GROUTED MANHOLE CONNECTION
FOR NON-INATERTIGHT APPLICATIONS ONLY
CAST IRON CRATE CROWED SURFACE-
AND FRlTAEA
CLASS 1 OR 11 13ACNFILL, PER A5761
D2321, COMPACTED IN E' (200.m) IdSR.
LIFTS TO A MIN. OF SO% OF MW . SPD
TYPICAL "PiOLE
VARIES
RLL VOID SPACE
FEU.� rUA TEhABLE
NAIlH(ILE PIPE 7AL .7
f U1IMSRIRHED (54Rm OPENING DIAMETER
- -- `!D5 N-72 Z-1ER
INSURE BSCKF.LL IS PLPCEO OUTSIDEU
COMPACTED AND PROPERLY C) ADS d-€
12' Qolh,n) MIN.
6' C ) NRJ.
fS MIN. FOUND CLASS I DR II
FOUNDATION 6CASS I CR II ATION1
BED➢I8G
H'c➢RING
SIDE VIEW TRENCH CROSS-SECTIDN
FILL VOID SPACE BETWEEN ADS PIPE AND MANHOLE OPENING
WITH A NON—SHRINK GROUT MATERIAL
ft . •_,n�u�nz^,a•:�;w svFa ov"xN srreLs.r CIL6'I HL' FFEFI . Rx'vrfilONS
S A g ORM_i0 hJYJ451PA1E Yr7]N.iE'!S9".tiSffLAI].Y [F TiS FIYGJCrO 1.l....
n[ alE cx��➢APTA'vtP IY MOWN To N RODOW A' 45.131 FIE 4VY OE 4� HY DA�
octal wawa,S w,OR wui�rw a F<,. Ta Tn;rx tuc
em nH+nm DV&I N n atFnrto TO wxsi:cce urr MrG•td,Va,w&Oc
sFEnrrw %Av0 P RCRIMT_LC THST MWE�MINM uv +a•.wm caw¢sism,m
ca�n.r�P14pi m THE IhSf✓:LUEYI of ws Frw_ns. ms IlU NOT Mc� X+ a y.an er > nrm>R osimo 1
2F15 Y.0 FL"V.•i^.,_M FM AW OR
s -j Oar .• K.M.S. 3-2-89 P.X.C. 5-2-89 STID-201
1
2424 CAST IRON GRATE 2424 TOP SECTION (WITH GALVANIZED FRAME)
PARKWAY 112 lbs.
2424 STEEL GRATES
PARKWAY 48 lbs 24 4"'
TRAFFIC 103 lbs. r'
SEE
-26 ` �J CHART
•',�' 2424 LOWER SECTION (NO FRAME)
NOTE USE 12" 18' 24"LOWERS TO
26" INCREASE DEPTH UP TO AMAXIMUM OF 72
2 114"
` :-.-
2424 STEEL COVER I'r
�.. ,.. . �, �� .... 0
\ \ 4
•FJ `�.
PARKWAY 811b 24,,•
s. .` {I �,
24",1. � �lv' ji •.
TRAFFIC 1141hs.
o, =.. SEE
a-a—a—o—o—
o—o—r—o—a—I CHART
�—a—o—o—o—o—
!°w4°°OTV
.�T3-o£TYTa
26 114" y6 1/4' '
34" 34.,
2424 BOTTOM SECTION (WITH OR WITHOUT FRAME)
NOTES-
1.GRATES ANC]COVERSAVALABLE PAINTED BLACK OR GALVANIZED
2."ADA"GRATES AVAILABLE IN PARKWAY&TRAFFIC
' 3."MEEL PROOF'GRATES AVAILABLE IN PARKWAY ONLY
4.A TOP SECTION WITH FRAME MUST BE USED IF BOLT DOWN REQUIREDTop
2 14
1 2424 T6 6" 270 NONE
2424 T12 12" 495 (4)6"x 11' _�� SEE
CHART
242A T18 18" 745 (4)9"x 92'" \
2424 T24 24" 870 (4)14"x 14"
2424 E6 6" 270 NONE "� _ - W`� -, ,,
1 LOWER
34" 34"
SECTION • •
2424 L12 12" 495 (4)6"x I V
2424 L18 18" 745 (4) 9"x 12"
' 2424 L24 24" 870 (4)14"x 14"
• 24"x 24" Alp
• • CATCH BASIN
2424 630 30" 1595 (4) 18"x 1 B"
2424 B35 36" 1905 (4) 1 B"x 18"
11-23-99 02-28-00