HomeMy WebLinkAboutSILVIA CONSTRUCTION INC. - 2000-10-13 J.
CITY OF HUNTINGTON BEACH
INTERDEPARTMENTAL COMMUNICATION
To: THOSE LISTED HEREON
From: .fames Jones, Interim Maintenance Operations Manager
Date: September 2, 2001
Subject: RETENTION RELEASE PAYMENT
SILVIA CONSTRUCTION, INC.
One and one-half Inch overlay of residential streets; MSC-406
The conformed copy of the Notice of Completion for the above contract has been filed.
The thirty-five (35) day waiting period has elapsed or will elapse before payment is
made. Processing of the retention payment is recommended so long as no stop notices
or outstanding invoices are on file with the City.
certify that no stop notices are on file on the subject at this time.
Date: 10 it/b I ..
Robert F.50ii1sley, Public Works Director
1 certify that there are no outstanding invoices on file.
Date; / -2 0 ) J
Shan de is , City Treasurer
certify that no stop notices are on file on the subject contract, and that a guaranty bond
has been filed.
Date: O
Connie Brockway, City Clerk
H:WelsonK\Gray\Memoslsitvla Const-retention pay.doc
1
'`ICITY OF HUNTINGTON�BEACH
PUBLIC WORKS DEPARTMENT
INTER-DEPARTMENT COMMUNICATION
TO: Accounting Officer/Finance
FROM: James .tones, Interim Maintenance Operations Manager
DATE: October 1, 2001
SUBJECT: REQUEST FOR PARTIAL FINAL PAYMENT; MSC #406
INSURANCE OVERAGES ARE CURRENT, AS CONTRACTUALLY REQUIRED:
lO� I � Of
SIGNATURE DATE
Transmitted herewith is an invoice and a request for a Final Payment in the amount of
$136,637.78 to Silvia Construction, Inc. for work performed on subject contract. The
contract amount, to date, is as follows:
REQUEST FOR PAYMENT DATED OCTOBER 5, 2001
Approved Contract Amount: y 2,764,318.98*
Amount Earned to Date: 2,732,755.57
Less 5% Retention 136,637.78
i
Subtotal 2,596,117.89
Amount Previously Paid 2,596,117.89
Amount Due This Billing 136,637.78 j
,*Contract was increased$501,500 on November 20, 2000
We recommend that this request be approved and that the Finance Department prepare a
check in the amount of$136,637.78.
ifn Jones, Brim Maintenance Operations Manager
JJ:kn
Attachment: Invoice dated April 2, 2001
cc: Chris Gray, Inspector
H:WelsonKlProgressPaymentZilyiaFina!Payment-Rev 02.doc
Silvia Construction, Inc. 396 C/Hunt. Beach Res. Rehab. Customer: City Of Huntington Reach
Progress Pay Price Schedule Contract Amaunt: 2,2t32,818.98
Prof.Manager FRANK DUDLEY 0/ l LLO
Apri!06, 2001 �,Lrr;E1
Item No, item description Bid Quantity UOM Unit Price Prev.Quantity Period Quant. Current Quant. Current Amt.
1 -1 COLOPLANE 390.210.0 SF 0.110 1.826,418.00 0.00 1,826.418.00 200,905.98
1 -2 LAY PETROMAT 2,466,888.0 SF 0.070 5,165,550.00 0.00 5,165,550.00 361,588.50
1 -3 1.5"AC OVERLAY 31,425.0 TN 35.000 54,080.92 0.00 54.080.92 1,892,832.20
1 -4 ADJUST VVI/ 392.0 EA 153.000 764.00 0.00 764.00 116,892.00
2,572,218.68
101. Change Order#1 1.0 LS 135,072.850 1.00 0.00 1.00 135,072.85
102. Change Order#2 1.0 LS 2,100.000 1.00 0.00 1.00 2,1C 00
103. Change Order#3 1.0 LS 0.000 1.00 0.00 1.00 j0
104. Change Order#4 1.0 LS 4,704.040 1.00 0.00 1.00 4,704.04
105. Change Order#5 88.0 EA 195.000 88.00 0.00 88.00 17,160.00
106. Change Order#6 1.0 LS 1,500.000 1.00 0.00 1.00 1,500.00
160,536.89
Previous Prog.No. 5 Current Prog No. 6
a ro Earned 2,732,755.57 2,732.755.57
y O
z Retention 273.275.56 0.00
x �
;wow Q Progress Pay 2,459.480.01 2,732,755.57
U> N Less Previous Pay 2,459,48
Y V C
z Current Pay 273,275.56
25
i--
x
1
�. CITY OF HUIVTIIVITTGIV BEACH
a- P.O.BOX 711 2000 MAIN STREET HUNTINGTON BEACH,CALIFORNIA 92M
CITYTREASURER'S OFFICE
BUSINESS LICENSE DIVISION
SILVIA CONSTRUCTION INC
9007 CENTER
RANCHO CUCAMONGA CA
91730-5311
Dear Huntington Beach Business Owner;
Thank you for your payment. Attached is your City of Huntington Beach Business License for the
coming year. Please note the expiration date of your license. Approximately one month prior to this
date, you will automatically receive your renewal notice for the next year. For commercial
locations,please post license In a conspicuous place.
Please notify the Business License Department if there are any changes of ownership, address,
business names or types of business conducted.Additionally, please notify the city it you
discontinue your business.
There are many resources available to our licensed business people.We have listed a few that might
be of interest and assistance to you.
City of Huntington Beach Economic Development Department 714-536-5582
Huntington Beach Chamber of Commerce 714-536-8888
Huntington Beach SCORE (Service Corps of Retired Executives) 714-550-7369
Fictitious Name Information 714-834-5285
State Board of Equalization Resale Number Information 71 4.558-4054
If you have any questions, please contact the Business License Dept.at 714-536-5267.
Oetrch
BUSINESS NAME/ADDRESS Business License ucENSE NBR.: A220192
SILVIA CONSTRUCTION INC DATEIS5UE!]: 10/0I/2000
1
EXPIRATION
OWNERIMGR: 91 - DATE: 10/01/2001
SILVIA CONSTR INC '
THIS LICENSE IS CNLY FOR THE FEE PAID: 167.50
BUSINESS AND TYPE SHOWN. IT IS FOR
THE PERSON TO WHOM ISSUED AND IS
NCN-TR.�NSFERASLE. RENEWAL IS DUE
CN THE EXPIRAT:ON DATE. POST IN A CONSPICUOUS PLACE TYPE CODE: KA
1042/2eOl 12:24 S094818123 SILVIA CJrtSTRJCTICN FAGS 02
DlECL,AMJ1O3!DF "F N i A S1
I. Ld, 0 D ,jute:
t. 1 ant t�.e gererid contractor for the City of Nurtinr.on Etach,as to tho project mo.c Uy
attctibad in tht p:tb'•ic vvwks contract entitled I
and date3 / ' .o!
2. All%%-orkw•s :Lid pcmr+t rglcycl.all firms supl)%q miterialt,IM ail sobtontranars for the
abeve-mml.ioned prale_t have beer)Faid in
3. 'ne follm nS ve e'Asr disputed CULMU.Cr items ir co mection with Notices to Widi old.
►%Mch have been filed wider tw:provisions of the statwea of the State of Catifarzia: (Ifnone,
state"NONE")
I dec!are under ralty of perjury that 6c kregoinj is true and correct.
. 1
(S' n,mrc of Cor:tractor)
• s er►rrt�e�n]
L ,
t3 _ •t:.::try.
+-f
N 3^4-J S133dIS PH 91.r21 t�E��zarei
10/0212EOI 12:24 S0948`181"A- SILVIA COtGTPJCTIO14 FACE 0=
V
City of HUPting;0a Bach
D:partmat of Faka Wom
Post O&S Box Igo
Rm-initom Hach, CA 92M
Subject: CerVA:a;ion of Cewnptiance with Title VU of ft Civil l2IShts
Act and Equal Employment OP;0f.unity Mt of 3972
Geb;Iemei7:
'Me wwkrsir:t L contra:tar on
1
Project No. Talc
hereby certifies that all labarera,mechnics,apprentices,trairtm,n-atchmnen said gaards er-picytd
by hs n or by any subcamractor per:or in;work tinder at:euntract on the yro oct have been paid
v►a,gos at rates not Inca than those Muired by the contract grovi ions,and that Ltia work perfor ned
by ach rich laborer,mcc?&Mc, apprentice or tratnce eorSonrAd to the tWoificatiens set fortis in
cat-trm or trAWrs program pravWans applicable to IN r'ap rite paid.
Si�rt�tttre Arid Titls
a iH ew,sont
P5,r IT, ;
CO d SiS32a1S 9H 0£�3aLEDt[ 9irt�Ct ta0'.I�el�:
PLEASE COMPLETE THIS INFORMATION
RECORDING REQUESTED BY:
Recorded in Official Records, County of Orange
Gary Granville, Clerk-Recorder
AND WHEN RECORDED MAIL TO: 11111111111111111111111111111111111111IIIIINO FEE
20414561209 03:52pm 08114/01
109773—N12,-2,— - —
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
THIS SPACE FOR RECORDER'S USE ONLY a,r�
TITLE OF DOCUMENT: r- ���
THIS PAGE ADDED TO PROVIDE ADEQUATE SPACE FOR RECORDING INFORMATION
(Additional recording fee applies)
b 059-TITLE PAGE(R7/95)
WHENACORDED MAIL TO:
CIT',"OF HUNTINGTON BEACH
Office of the City Clerk
P. O. Box 190
Huntington Beach, CA 92648 APPRO"iED AS TO FORM: L'
GAIL HUTTON, City Attorney
NOTICE OF COMPLETION BY. Deputy City Attorney
NOTICE IS HEREBY GIVEN by the City of Huntington Beach, owner in fee, 2000 Main Street, Huntington Beach, I P
CA 92648,that the contract heretofore awarded by the City of Huntington Beach, California to Sylvia I
Construction, who was the company thereon for doing the following work to-wit: I G�
MSC 406,Asphalt Overlay of Residential Streets
This project includes One and one-half Inch Overlay of Residential Streets in the City of Huntington Beach. IV 1
That said work was completed July 16,2001 by said company according to plans and specifications and to the
satisfaction of the City Engineer of the City of Huntington Beach and that said work was accepted by the City
Council of-the City of Huntington Beach at a regular meeting thereof held on July 16, 2001.
That upon said contract Great American Insurance Company was surety for the bond given by the said
company as required by law. This document is solely for the official business of the City of Huntington Beach, as
contemplated under Government Code Section 6103 and should be recorded free of charge.
Dated at Huntington Beach, California this 26th day of July, 2001.
City Clerk and ex-officio Clerk
of the city Council of the City
of Huntington Beach, California
STATE OF CALIFORNIA )
County of Orange ) ss:
City of Huntington Beach )
1, CONNIE BROCKWAY,the duly elected and qualified City Clerk and ex-officio Clerk of the City Council of the
City of Huntington Beach, California do hereby certify under penalty of perjury, that the foregoing NOTICL OF
COMPLETION is true and correct, and that said NOTICE OF COMPLETION was duly and regularly ordered to be
recorded in the Office of the County Recorder of Orange County by said City Council.
Dated at Huntington Beach, California, this 26T"day of July, 2001.
City Clerk and ex-officio Clerk
of the city Council of the City
of Huntington Beach, California
WHEN RECORDED MAIL TO:
CITY OF HUNTINGTON BEACH
Office of the City Clerk
P. O. Box 190 This document is solely for the
Huntington Beach, CA 92648 official business of the City
of Huntington Beach, as contem-
plated under Government Cade
Sec. 6103 and should be recorded
free of charge.
FAX FROM:
CONNIE BROCKWA Y, CITY CLERK
f CITY CLERK'S OFFICE
CITY OF HUNTINGTON BEACH
P.O. Box 190/2000 Main Street
Huntington Beach, CA 92648
HUNTINGTON BEACH (714) 536-5227
(714) 374-1557 FAX
FAX#: 10 l- vn DATE: 03--22-01
Number of Pa es includin cover page):3 By: URRjjFC Deputy City Clerk
To: c Q ro q INTERNET ADDRESS:
lay http'//www.ci.huntington-beach cams
% JA C,06&�4fi J OR
hftp:lhv%&w.hbsurfcity.com/clerk
Phone: HB 1NFOLINE: 714-374-4800 ***
Remarks: Urgent For your review Reply ASAP Please comment Per your request
g-.'formsl97Forms4ax.doc
A
TRANSMISSION VERIFICATION REPC,,� TIME 08/22/2001 10:31
DATE,TIME 08/22 10:30
FAX NO. 919094818122
PAGEA(S) 03:O0:46
T OK
MODE STANDARD
i
ECM
w
;, CITY OF HUNTINGTON BEACH
0 2000 MAIN STREET CALIFORNIA 92648
OFFICE OF THE CITY CLERK
CONNIE BROCKWAY
CITY CLERK
July 30, 2001
Gary Granville
County Clerk-Recorder
P.O. Box 238
Santa Ana, CA 92702
Enclosed please find a Notice of Completion to be recorded and returned to the Office of the
City Clerk, City of Huntington Beach, P.O. Box 190, Huntington Beach, CA 92648.
Also enclosed is a copy of the Notice of Completion to conform and return in the enclosed self-
addressed, stamped envelope.
Sincerel ,
Connie Brockway, CIVIC
City Clerk
CB.jh
Enclosure: Notice of Completion—MSC-406—Asphalt Overlay of Residential Streets —Sylvia Construction
(Telephone:714 530.5227)
s
WHEN RECORDED MAIL TO:
CITY OF HUNTINGTON BEACH
Office of the City Clerk
P.0.Box 190
Huntington Beach, CA 92648 A.1'PR0 6 D AS TO FO-o.14:b
CA_TL HUTTO?!. City dt:tornsy
NOTICE OF COMPLETION BY: DEPutl City Attorney
NOTICE IS HEREBY GIVEN by the City of Huntington Beach, owner in fee,2000 Main Street, Huntington Beach,
CA 92648,that the contract heretofore awarded by the City of Huntington Beach,California to Sylvia
Construction,who was the company thereon for doing the following work to-wit:
MSC 406,Asphalt Overlay of Residential Streets
This project includes One and one-half Inch Overlay of Residential Streets in the City of Huntington Beach.
That said work was completed July 16,2001 by said company according to plans and specifications and to the
satisfaction of the City Engineer of the City of Huntington Beach and that said work was accepted by the City
Council of the City of Huntington Beach at a regular meeting thereof held on July 16,2001.
That upon said contract Great American Insurance Company was surety for the bond given by the said
company as required by law. This document is solely for the official business of the City of Huntington Beach,as
contemplated under Government Code Section 6103 and should be recorded free of charge.
Dated at Huntington Beach,California this 21P day of July,2001.
Z02z�- KZ2�1��
City Clerk and ex-officio Clerk
of the city Council of the City
of Huntington Beach, California
STATE OF CALIFORNIA )
County of Orange ) ss:
City of Huntington Beach )
I.CONy1E BROCKWAY,the duty elected and qualified City Clerk and ex-officio Clerk of the City Council of the
Cite of Huntington Beach,California do hereby certify under Penalty of perjury,that the foregoing NOTICE OF
COMPLETION is true and correct,and that said NOTICE OF COMPLETION was duly and regularly ordered to be
recorded In the Office of the County Recorder of Orange County by said City Council.
Da'.ed at Huntington Beach,California,this 26T`day of July,2001.
City Clerk and ex-officio Clerk
of the city Council of the City
of Huntington Beach, California
WHEN RECORDED MAIL TO:
CITY OF HUNTINGTON BEACH
Office of the City Clerk
P.O.Box 190 This document is solely for the
Huntington Beach, CA 92648 official business of the City
of Huntington Beach, as contem.
Plated under Government Code
Sec. 6103 and should be recorded
frees of charge.
Council/Agency Meeting Held: t140 —c1
Deferred/Continued to:
proved ❑ Conditionally Approved ❑ Denied D-t * Cle s Signature
Council Meeting Date: July 16, 2001 Department ID Number: PW OZ-097
CITY OF HUNTINGTON BEACH
REQUEST FOR ACTION
c-,
SUBMITTED TO: HONORABLE MAYOR AND CITY COUNCIL MEMBERS
m C:)
SUBMITTED BY: RAY SILVER, City Administrator
PREPARED BY�r DBERT F. BEARDSLEY, Director of Public Workr'o x
y
SUBJECT: ACCEPT THE COMPLETION OF RESURFACING OF VARIOUS
LOCAL STREETS M.S.C. 406, AND FILE A NOTICE OF
COMPLETION
statement of issue,Funding Source,Recommended Action,Alternative Action(s),Analysis,Environmental Status,Attachment(s)
Statement of Issue: Silvia Construction has completed the resurfacing of 183 residential
streets at a cost of$2,732,755.57.
Funding Source: Sufficient funds were budgeted in the project accounts.
Recommended Action: _
Accept the residential street improvements, MSC 406 at a final cost of $2,732,755.57, and
authorize the City Clerk to file the Notice of Completion with the County Recorder's Office.
Alternative Action(s):
None.
Analysis: Silvia Construction, Inc. was awarded a contract on October 16, 2000. The
improvements are now complete per the approved plans and specifications, at a final cost of
$2,732,755.57 (see Cost Summary). The Director of Public Works recommends acceptance
of the work and requests that Council authorize the City Clerk to file the Notice of
Completion.
REQUEST FOR ACTION---)
MEETING DATE: July 16, 2001 DEPARTMENT ID NUMBER:PW 01-097
COST SUMMARY
BUDGETED CHANGE ORDERS FINAL COST
Year 1999/2000 1,066,676.65 1,066,676.65
Year 2000/2001 1,196,142.33 1,196,142.33
AB 2928 funds 700,000.00 469,936.59* 469.936.59
TOTAL $2,962,818.98 $2,732,755.57
Notes:
(1) *Change Order One—$201,500—Additional improvements on Pioneer Drive and
Adams Service Road were needed. Trees, sidewalks, curb and gutters needed to
be removed and replaced prior to street resurfacing with an asphalt overlay.
"Change Order Two—$268,436.59— 19 streets were added to the contract to be
overlayed with asphalt.
Environmental Status:
NIA
Attachment[s):
NumberC!ty Clerk's
Pape � -
None.
RCA Author. Flynn:jm
01-097 July 16 Flynn(MSC 406 Notice of Completion) -2- 719101 4:49 PM
RCA'IROUTING §
INITIATING DEPARTMENT: PUBLIC WORKS
SUBJECT: APPROVE NOTICE OF COMPLETION FOR
RESURFACING OF VARIOUS LOCAL STREETS MSC 406
COUNCIL MEETING DATE: I July 16, 2001
RCA ATTACHMENTS STATUS
Ordinance wlexhibits & legislative draft if applicable) Not A licable
Resolution (w/exhibits & legislative draft if a licable Not Applicable
Tract Map, Location Map and/or other Exhibits Not Applicable
Contract/Agreement (wlexhibits if applicable)
(Signed in full by the Cif Attome Not Applicable
Subleases, Third Party Agreements, etc.
(Approved as to form by City Attome Not Applicable
Certificates of Insurance (Approved by the City Attome Not Applicable
Financial Impact Statement Unbud et, over$5,000 Not A licable
Bonds if applicable) Not Applicable
Staff Report If applicable) Not Applicable
Commission, Board or Committee Report If applicable) Not Applicable
Find in s/Conditions for Approval and/or Denial Not Applicable
EXPLANATION FOR MISSING ATTACHMENTS
REVIEWED RETURNED FORWARDED
Administrative Staff k
Assistant City Administrator Initial
City Administrator Initial
Ci Clerk
EXPLANATION FOR RETURN OF ITEM:
Only)
RCA Author. Flynn:jm
G
File dotes
Office of the City Clerk
Huntington Beach, California
c C�T� artM �b M WAVI oV 'M-
(� Tt�•�'
�l fCt
o-I- zs-'A NtxtY 'V�O k 10 W% Nb ��
-�'TY OF HUNTINGTON BEAC �7
r � �
MEETING DATE: November 20, 2000 DEPARTME 1BER:P �0-11
Council/Agency Meeting Held:
Deferred/Continued to:
A proved ❑ Conditionall Approved 0 Denied
4 T City CIgkWj' Siganature .�.
Council Meeting Date: November 20, 2000 Department 1D Number: PW UO-1 To
CITY OF HUNTINGTON BEACH f,-,
REQUEST FOR ACTION
-r
SUBMITTED TO: HONORABLE MAYOR AND CITY COUNCIL >
SUBMITTED BY: RAY SILVER, CITY ADMINISTRATOR02/,0
PREPARED BY: ROBERT F. BEARDSLEY, DIRECTOR OF PUBLIC WORKS
SUBJECT: APPROVE FUNDING FOR ADDITIONAL STREET WORK
Statement of Issue,Funding Source,Recommended Action,Alternative Action(s),Analysis,Environmental Status,Attachment(5)11
Statement of Issue:
The State of California has granted the City of Huntington Beach an allocation of$1,400,000
in AB 2928 funds. The Department of Public Works wishes to expend $700,000 of the grant
on additional residential street resurfacing and Tree Removal/Replacement Petition Street
requests.
Funding Source:
The funds will be from AB 2928 revenues on deposit in the Gas Tax Fund, revenue account
20700207.462100. An expenditure account will be assigned upon approval of the Executive
Steering Committee.
Recommended Action:
Approve the appropriation of $700,000 in AB 2928 funds for street improvements and
authorize the Director of Finance to transfer the funds into an expenditure account.
Alternative Action(s):
Deny the request and forgo the improvements detailed below.
�1
00-110 nog 20 noble.doc .2- 11/13/00 3:40 PM
i
REQUEST FOR ACTION
MEETING DATE: November 20, 2000 DEPARTMENT ID NUMBER:PW 00-110
Analysis:
AB 2928 (Chapter 91, Statutes of 2000) provides approximately one billion dollars directly to
cities and counties for the preservation, maintenance and rehabilitation of local street and
road systems. Under the statute these monies may be used only for street and highway
pavement maintenance, rehabilitation and reconstruction. On October 13, 2000, the City of
Huntington Beach received an allocation of$1,400,000 in AB 2928 funds. Staff is proposing
that $700,000 be set aside for future arterial street improvements and that the remaining
$700,000 be appropriated now for additional residential street overlays and the repair of
street improvements damaged by parkway trees.
Pursuant to the Seven Year Residential Street Re^ aciirdg Program, all local streets are to
be resurfaced once prior to December 31, 2002. Silva onstruction is currently overlaying
one hundred and sixty-two (162) residential streets ghout the city. However, this is less
than the number originally planned because a substantial increase in the cost of oil (a
substance used in paving material) precluded overlaying all scheduled streets. The nineteen
(19) streets that were to be omitted can now be completed with an appropriation of$300,000
in AB 2928 funds (see Attachment No. 1, item no. 1).
Plans and specifications are also currently being prepared for the budgeted repair of eight
streets damaged by parkway trees, and staff recommends that two additional streets,
Rhapsody Drive and Heron Circle, be funded through AB 2928 and included in the project.
Likewise, Pioneer Drive and a portion of the Adams Avenue Service Road, west of Lotus
Lane, require the immediate removal/replacement of parkway trees and associated sidewalk
and street repairs. The estimated cost of all this additional work is $400,000, and staff
recommends an appropriation that amount in AB 2928 for this purpose (see Attachment No.
1, item 2).
Environmental Status: NIA
NIA
Attachments :
• Description
1. List of Street Rehabilitations and Tree Petition Streets
2 FIS
RCA Author: Donald R. Noble
PW 00-110 RCA -3- 11113100 2:43 PM
v v
ATTACHMENT # 1
ATTACHMENT No 1
PW 00-110 RCA APPROVE FUNDING FOR ADDITIONAL STREET WORK
November 20, 2000
1 Additional Streets to be Overlayed by AB 2928 Funding
District- Street " 1 From _ To .z
177 Friml Kern Rogers
177 Glenstone Frans Graham
177 Norcon Tilberg End
177 Ghent Breda Wild Rose
188 Mc Carthy Springdale Still Harbor
188 Still Harbor Fenley Kiser
188 Prescott Kiser Fenley
188 Fenley Fintstone Still Harbor
188 Kelley Prescott End
188 Morion Collins End
188 Sundance Collins End
188 Silverheal Collins End
188 Pepper Balmoral Vatcher
188 Muther Hampshire Kiser
188 Collins Aramada End
188 Baxter Armada End
273 Marseille Barcelona Granada
273 Zeider Slater Friesland
273 Holland Beach End
Total Estimated Cost $300,000
2 Additional Streets to be Repaired by AB 2928 Funding
District Street No Lots
155 Rhapsody Drive — including street overlay 35
453 Heron Circle — including street overlay 14
435 Pioneer Drive 16
435 Adams Service Road N/A
Total Estimated Cost $400,000
ATTACHMENT 2
CITY OF HUNTINGTON BEACH
INTERDEPARTMENTAL COMMUNICA TION
To: Ray Silver, City Administrator
From: Clay Martin, Acting Director of Administrative Services
Subject: FIS 2001-05 Approve Funding for Additional Street Work
Date: November 13, 2000
As required by Resolution 4832, this Fiscal Impact Statement has
been prepared for "Approve Funding for Additional Street Work".
If the City Council approves this request (total appropriation
$700,000), there will be no effect on the unapropriated, undesignated
fund balance for the Gas Tax Fund since the program is funded
100% by the State of California.
C ay MwKn,
Acting Director of Administrative Services
i
NOTICE INVITING SEALED BIDS
FOR THE
ASPIIALT OVERLAY OF ONE IIUNDRED SIXTY-NINE STREETS
AT VARIOUS LOCATIONS
IN'THE
CITY OF HUNTI1iGTON BEACII
NISC 406
PUBLIC NOTICE 1S HEREBY GIVEN that the CITY OF HUNTINGTON BEACH,as
AGENCY, invites sealed bids for the above stated project and will receive such bids in
the Office of the Central Services Department, First Floor, 2000 Main Street, Huntington
Beach,California 92648,up to the hour of 4:00 p.m. on August 29,2000.
Copies of the plans, specifications, and contract documents are available from the Office
of the Central Services Department,2000 Main Street, Huntington Beach,CA 92648.
Any contract entered into pursuant to this nctice will incorporate the provisions of the
State Labor Code. Pursuant to the provisions of the Labor Code of the State of
California, the minimum prevailing rate of per diem wages for each craft, classification
or type of workman needed to execute the contract shall be those determined by the
Director of Industrial Relations of the State of California, which are on file at the Office
of the Director of Public Works, 2000 Main Street, Huntington Beach, CA 92648.
The AGENCY will deduct a 10% retention from all progress payments. The Contractor
may substitute an escrow holder surety of equal value to the retention in accordance with
the provisions of the California Government Code, Section 4590. The Contractor shall
be beneficial owner of the surety and shall receive any interest thereon.
The AGENCY hereby affirmatively ensures that minority business enterprises will be
afforded full opportunity to submit bids in response to this notice and «ill not be
discriminated against on the basis of race, colcr, national origin,ancestry,sex, or religion
in any consideration leading to the award of contract.
No bid shall be considered unless it is prepared on the approved Proposal forms in
conformance with the Instruction to Bidders.
The bid must be accompanied by a certified check,cashiers check,or bidder's bond made
payable to the AGENCY for an amount no less than 10% of the amount bid. The
successful bidder shall be licensed in accordance with provisions of the Business and
Professions Code and shall possess a State Contractor's License Class at the time of the
bid opening. The successful Contractor and his subcontractors will be required to possess
business licenses from the AGENCY.
The AGENCY reserves the right to reject any or all bids, to waive any irregularity and to
take al l bids under advisement for a maximum period of 60 days.
V
Y
CITY FUNDED 9eNIIAINTENANCE AND REPAIR CONTRACT BETWEEN THE
CITY OF HUNTINGTON BEACH AND SILVIA CONSTRUCTION, INC. FOR ONE AND ONE-
HALF INCH OVERLAY OF 169 RESIDENTIAL STREETS
THIS AGREEMENT, made and entered into this 13' day of I5tL
2000, by and between the City of Huntington Beach, a municipal corporation of the State of
California, hereinafter referred to as"CITY," and SILVIA CONSTRUCTION. INC. a California
corporation hereinafter referred to as "CONTRACTOR."
WHEREAS, CITY has solicited bids for a maintenance and repair project, hereinafter
referred to as "PROJECT," more fully described as one and one-half inch overlay on 169
residential streets in the City of Huntington Beach; and
CONTRACTOR has been selected to perform said services,
NOW, THEREFORE, in consideration of the promises and agreements hereinafter
made and exchanged, the parties covenant and agree as follows:
1. STATEMENT OF WORK; ACCEPTANCE OF RISK
CONTRACTOR shall furnish, at its cwn expense, all labor, plans, tools,
equipment, supplies, transportation, utilities and all other items, services and facilities
necessary to complete and construct the PROJECT in a good and workmanlike manner.
CONTRACTOR agrees to assume the risk of all loss or damage arising out of the
nature of the PROJECT, during its progress or prior to acceptance, from the action of the
elements, from any unforeseen difficulties which may arise or be encountered in the
prosecution of work, and for all other risks of any description connection with the work,
including, but not limited to, all expenses incurred by or in consequence of the suspension or
discontinuance of work, except such as are herein expressly stipulated to be borne by CITY,
and for well and faithfully completing the work within the stipulated time and in the manner
shown and described in this Agreement, and in accordance with the requirements of CITY
under them for the compensation set forth in the accepted bid proposal.
003greeloverfay/W6/00 1
s _
However the total compensation to be paid is to be computed on the basis of the units of
wcrk as it is actually performed, in accordance with the stipulated prices named in the Bid
Sheet(s).
2. ACCEPTANCE OF CONDITIONS OF WORK: PLANS AND SPECIFICATIONS.
CONTRACTOR acknowledges that it is fully familiar with all the terms, conditions
and obligations of this Agreement and the Contract Documents (as hereinafter defined), the
location of the job site, and the conditions under which the work is to be performed, and that it
enters into this Agreement based Upon its investigation of all such matters and is relying in no
way upon any opinions or representations of CITY.
It is agreed that the Contract Documents are incorporated into this Agreement by
this reference, with the same force and effect as if the same were set forth at length herein, and
that CONTRACTOR and its subcontractors, if any, shall be bound by said Contract Documents
insofar as they relate in part or in any way, directly or indirectly, to the work covered by this
Agreement.
"Contract Documents"as defined herein mean and include:
A. This Agreement;
B. Bonds covering the work herein agreed upon;
C. The CITY's standard Plans and Specifications and special contractual
provisions, including those on file in the office of the Director of Public Works of CITY aid
adopted by the City Council of CITY, and any revisions, amendments or addenda thereto;
D. The 1997 edition of Standard Specifications for Public Works
Construction, published by Builders'News, Inc., 3055 Overland Avenue, Los Angeles, CA
90034, and all amendments thereto, written and promulgated by the Southern California
chapter of the American Public Works Association and the Southern California District
Associated General Contractors of the California Joint Cooperative Committee;
00ag-eelovertayr9/26,100 2
t ,
E. Bid documents including the Notice Inviting Bids, the Special Instructions
to Bidders and the CONTRACTOR's proposal (attached hereto as Exhibit "A");
F. The particular plans, specifications, special provisions and addenda
applicable to the PROJECT. Anything mentioned in the Specifications and not indicated in the
Plans or indicated in the Plans and not mentioned in the Specifications, shall be of like effect as
if indicated and mentioned in both. In case of discrepancy between any plans, specifications,
special provisions, or addenda, the matter shall be immediately submitted by CONTRACTOR to
the Department of Public Works of CITY (hereinafter referred to as "DPW"), without whose
decision said discrepancy shall not be adjusted by CONTRACTOR, save only at its own risk
and expense.
Should there be any conflict between the terms of this Agreement and the bid or
proposal of CONTRACTOR, then this Agreement shall control and nothing herein shall be
cons;dered as an acceptance of the terms of said b:d or proposal which is in conflict herewith.
3. COMPENSATION
CITY agrees to pay and CONTRACTOR agrees to accept as full compensation
for the faithful performance of this Agreement, subject to any additions or deductions made
under the provisions of this Agreement or the Contract Documents, a sum not to exceed Two
Million, Two Hundred Sixty Two Thousand, Eight Hundred Nineteen Dollars ($2,262,819.00), as
set forth in the Contract Documents, to be paid as provided in this Agreement.
4. COMMENCEMENT OF PROJECT
CONTRACTOR agrees to commence the PROJECT within ten (10)working
days after notice to proceed is issued and shall diligently prosecute PROJECT to completion
within three (3) consecutive months from the day the "Notice to Proceed"is issued by DPW,
excluding delays provided for in this Agreement.
00agreetouertayl9rM00 3
i
5. TIME OF THE ESSENCE
The parties hereto recognize and agree that time is of the essence in the
performance of this Agreement and each and every provision of the Contract Documents.
CONTRACTOR shall prepare and obtain approval as required by the Contract
Documents for all shop drawings, details and samples, and do all other things necessary and
incidental to the prosecution of its work in conformance with the progress schedule set forth in
the Contract Documents. CONTRACTOR shall coordinate its work with the work of all other
contractors, subcontractors, and CITY forces working on the PROJECT, in a manner that will
facilitate the efficient completion of the PROJECT and in accordance with the terms and
provisions of this Agreement. CITY shall have complete control of the premises on which the
work is to be performed and shalt have the right to decide the time and order in which the
various portions of the work shall be performed and the priority of the work of other contractors.
subcontractors and CITY forces and, in general, all matters concerning the timely and orderly
conduct of the work of CONTRACTOR on the premises.
6 CHANGES
CONTRACTOR shall adhere strictly to the plans and specifications set forth in
the Contract Documents unless a change therefrom is authorized in writing by the DPW.
CONTRACTOR agrees to make any and all changes, furnish materials and perform all work
necessary within the scope of the PROJECT as the DPW may require in writing. Under no
condition shall CONTRACTOR make any changes without the written order of the DPW, and
CITY shall not pay any extra charges made by CONTRACTOR that have not been agreed upon
in writing by the DPW.
When directed to change the work, CONTRACTOR shall submit immediately to
the DPW a written cost proposal reflecting the effect of the change. Should the DPW not agree
to such cost proposal, the work shall be performed according to the changes ordered in writing
Ooagree:overfayt=6100 4
by the DPW and the proper cost thereof shall be negotiated by the parties upon cost and
pricing data submitted by the CONTRACTOR; thereupon, CITY will promptly issue an adjusted
change order to CONTRACTOR and the contract price will be adjusted upward or downward
accordingly.
7. NOTICE TO PROCEED
No work, services, material, or equipment shall be performed or furnished under
this Agreement unless and until a Notice to Proceed has been given to the CONTRACTOR by
CITY. CITY does not warrant that the work will be available on the date the Notice to Proceed
is issued. In event of a delay in commencement of the work due to unavailability of the job site,
for any reason, relief to the CONTRACTOR shall be limited to a time extension equal to the
delay due to such unavailability.
8. BONDS
CONTRACTOR shall, prior to entering upon the performance of this Agreement,
furnish the following three bonds approved by the City Attorney: One in the amount of one
hundred percent of the contract price to guarantee the CONTRACTOR's faithful performance of
the work; one in the amount of one hundred percent of the contract price to warrant such
performance for a period of one (1)year after CITY's acceptance thereof; and one in the
amount of one hundred percent of the contract price to guarantee payment of all claims for
labor and materials furnished.
9. WARRANTIES
The CONTRACTOR unconditionally guarantees all work done under this
Agreement including, but not limited to, any workmanship, installation, fabrication, material or
structural facilities constructed. CONTRACTOR, within ten (10)days after notice by CITY of
any defect in the work, shall have the option to make appropriate repairs or replace the
Ocagreelovedayr9/26/00 5
defective item or items. Upon expiration of such ten- (10) day period, CITY may then make
appropriate repair or replacement at CONTRACTOR's risk and expense.
10. INDEPENDENT CONTRACTOR
It is understood and agreed that the CONTRACTOR is, and shall be, acting at
all times hereunder as an independent contractor and not and employee of CITY.
CONTRACTOR shall secure at its expense. and be responsible for any and all payment of all
taxes, social security, state disability insurance compensation, unemployment compensation
and other payroll deductions for CONTRACTOR and its officers, agents and employees and all
business licenses, if any, in connection with the PROJECT.
11. LIQUIDATED DAMAGESIDELAYS -
It is agreed by the parties hereto that in case the total work called for hereunder
is not in all parts and requirements finished or completed within the number of calendar days as
set forth herein, damage will be sustained by CITY; and that it is, and would be, impractical and
extremely difficult to ascertain and determine the actual damage which CITY would sustain in
the event of and by reason of such delay; it is, therefore, agreed that CONTRACTOR will pay to
CITY, as liquidated damages and not as a penalty, the sum of Two Hundred Fifty Dollars
($250) per day for each and every working days delay in completing the work in excess of the
number of working/calendar days set forth herein, which represents a reasonable endeavor by
the parties hereto to estimate a fair compensation fcr the foreseeable losses CITY would
sustain in the event of and by reason of such delay; and CONTRACTOR agrees to pay said
damages herein provided, and further agrees that CITY may deduct the amount thereof from
any monies due or that may become due to CONTRACTOR hereunder.
CONTRACTOR will be granted an extension of time and will not be assessed
damages for any portion of the delay in completion of the work due to unforeseeable causes
beyond the control and without the fault or negligence of CONTRACTOR, including, but not
MagreelovertayWS100 6
restricted to, acts of God or of the public enemy, fire, floods, epidemics, quarantine restrictions,
strikes, unsuitable weather, or delays or subcontractors due to such causes.
CONTRACTOR shall,within fifteen (15)days from the beginning of any such
delay(unless the DPW shall grant a further period of time prior to the date of final settlement of
the Agreement), notify the DPW in writing of the cause of the delay and CITY shall extend the
time for completing the work if, in its judgment, the findings of fact thereon justify the delay; and
the decision of the DPW shall be conclusive on the parties hereto.
Should CONTRACTOR be delayed in the prosecution or completion of the work
by the act, neglect or default of CITY, or should CONTRACTOR be delayed waiting for -
materials required by this Agreement to be furnished to CITY. or by damage caused by fire or
otter casualty at the job site for which CONTRACTOR is not responsible, or by the combined
action of the workers, in nowise caused by or resulting from default or collusion on the part of
CONTRACTOR, or in the event of a lockout by CITY, then the time herein fixed for the
completion of the work shall be extended by the number of days the CONTRACTOR has thus -
been delayed, but no allowance or extension shall be made unless a claim therefor is presented
in writing to CITY within fifteen (15) days of the commencement of such delay.
No claims for additional compensation or damages for delays, irrespective of the
cause thereof, and including without limitation the furnishing of material by CITY or delays by
other contractors or subcontractors, will be allowed and said extension of time for completion
sha!I be the sole remedy of CONTRACTOR.
12. DIFFERING SITE CONDITIONS
(1) Notice: The CONTRACTOR shall promptly, and before such
conditions are disturbed, notify the DPW in writing of:
(a) Subsurface or latent physical conditions at the job site differing
materially from those indicated in this Agreement or the Contract Documents; or
COagreeloveday/9.26/00 7
(b) Unknown physical conditions at the job site, of an unusual nature,
differing materially from those ordinarily encountered and generally recognized as inherent to
work of the character to be performed under this Agreement. The DPW shall promptly
investigate the conditions ana if it finds that such conditions do materially so differ and cause an
increase or decrease in the time required for perfcrmance of any part of the work under this
Agreement,whether or not changed as a result of such conditions, an equitable adjustment
shall be made and the Agreement modified in writing accordingly;
(2) Time Extension: No claim of the CONTRACTOR under this Section
shall be allowed unless the CONTRACTOR. has given the notice required hereunder, provided,
however, the time prescribed therefor may be extended by CITY,
13. VARIATIONS IN ESTIMATED QUANTITIES
The quantities listed in the bid schedule will not govern final payment. Payment
to the CONTRACTOR will be made only for the actual quantities of contract items used in
construction of the PROJECT, in accordance with the plans and specifications. Upon
completion of the PROJECT, if the actual quantities used are either more than or less than the
quantities listed in the bid schedule, the bid price shall prevail subject to the provisions of this
section. The DPW may, at its sole discretion, when warranted by the facts and circumstances,
order an equitable adjustment, upwards or downwards, in payment to the CONTRACTOR
where the actual quantities used in construction of the PROJECT are in variation to the
quant;ties listed in the bid schedule. No claim by CONTRACTOR for an equitable adjustment in
price or time for completion shall be allowed if asserted after final payment under this
Agreement. If the quantity variation is such as to cause an increase in the time necessary for
completion, the DPW shall ascertain the facts and circumstances and make such adjustment
for extending the completion date as in its judgment t-�e findings warrant.
0Ca9-ee1oveAay/9r26100
14. PROGRESS PAYMENTS
Each month the DPW will make an estimate in writing of the work performed by
CONTRACTOR and the value thereof. From each progress estimate, ten percent (10%)will be
deducted and retained by CITY and the remainder, less the amount of all previous payments
since commencement of the work,will be paid to CONTRACTOR.
When CONTRACTOR has, in the judgment of the DPW, faithfully executed fifty
percent (50%)or more of the value of the work as determined from the bid schedule, and if the
DPW finds that satisfactory progress has been and is being made, the CONTRACTOR may be
paid such sum as will bring the payments of each month up to one hundred percent (100%)of
the value of the work completed since the commencement of the PROJECT, as determined by
DPW, less all previous payments and less all previous retained amounts. The final payment, if
unencumbered, or any part thereof unencumbered, shad be made thirty-five (35)days after the
acceptance of the work and the filing of a Notice cf Completion by CITY. Payments sha''l be
made on demands drawn in the mariner required by taw, each payment to be accompanied by
a certificate signed by the DPW, affirming that the work for which payment is demanded has
been performed in accordance with the terms of the Agreement and that the amount stated in
the certificate is due under the terms of the Agreement. Partial payments on the contract price
shall not be considered as a acceptance of any part of the work.
15. WITHHELD CONTRACT_FUNDS, SUBSTITUTION OF SECURITIES
At the request and expense of CONTRACTOR, who shall retain beneficial
ownership and receive interest, if any thereon, CITY shall permit the substitution and deposit
therewith of securities equivalent to the amount of aiy monies withheld by CITY to ensure
performance under the terms of this Agreement.
Magree/overiay/l0/4!00 9
16. AFFIDAVITS OF SATISFACTION 0= CLAIMS
After the completion of the work contemplated by this Agreement,
CONTRACTOR shall file with the DPW its affidavit stating that all workers and persons
employed, all firms supplying materials and all subcontractors upon PROJECT have been paid
in full and that there are no claims outstanding against PROJECT for either labor or material,
except certain items, if any, to be set forth in an affidavit covering disputed claims, or items in
connection with Notices to Withhold which have been filed under the provisions of the statutes
of the State of California.
17. WAIVER OF CLAIMS
The acceptance by CONTRACTOR of the payment of the final certificate shall
constitute a waiver of all claims against CITY under or arising out of this Agreement.
18. INDEMNIFICATION, DEFENSE, HOLD HARMLESS
CONTRACTOR hereby agrees to protect. defend, indemnify and hold and save
harmless CITY, its officers, and employees against any and all liability, claims,judgments, costs
and demands, however caused, including those resulting from death or injury to
CONTRACTOR's employees and damage to CONTRACTOR's property, arising directly or
indirectly out of the obligations or operations herein undertaken by CONTRACTOR, caused in
whole or in part by any negligent act or Omission of the CONTRACTOR, and subcontractcrs,
anyone directly or indirectly employed by any of them or anyone for whose acts any of them
may be Gable, including but not limited to concurrent active or passive negligence except where
caused by the active negligence, sole negligence, or willful misconduct of CITY.
CONTRACTOR will conduct all defense at its sole cost and expense.
19. WORKERS' COMPENSATION INSURANCE
Pursuant to Califomia Labor Code section 1861, CONTRACTOR acknowledges
awareness of Section 3700 et seq. of said Code, which requires every employer to be insured
00agreeloverlayl10/4100 10
against liability for workers compensation; CONTRACTOR covenants that it will comply with
such provisions prior to commencing performance of the work hereunder.
CONTRACTOR shall maintain workers'compensation insurance in an amount of
not less than One Hundred Thousand Dollars ($100,000) bodily injury by accident, each
occurrence, One Hundred Thousand Dollars ($100,000) bodily injury by disease, each
employee, Two Hundred Fifty Thousand Dollars (5250,000) bodily injury by disease, policy limit.
CONTRACTOR shall require all subcontractors to provide such workers'
compensation insurance for all of the subcontractors' employees. CONTRACTOR shall furnish
to CITY a certificate of waiver of subrogation under the terms of the workers' compensation
insurance and CONTRACTOR shall similarly require all subcontractors to waive subrogation.
20. INSURANCE
In addition to the workers' compensation insurance and CONTRACTOR`s
covenant to indemnify CITY, CONTRACTOR shall obtain and furnish to CITY, a policy of
general public liability insurance, including motor vehicle coverage covering the PROJECT.
Said policy shall indemnify CONTRACTOR, its officers, agents and employees, while acting
within the scope of their duties, against any and all claims of arising out of or in connection with
the PROJECT, and shall provide coverage in not less than the following amount: combined
single limit bodily injury and property damage, including productslcompleted operations liability
and blanket contractual liability, of S1,000,000 per occurrence. If coverage is provided under a
form which includes a designated general aggregate limit, the aggregate limit must be no less
than $1,000,000. Said policy shall name CITY, its officers, and employees as Additional
Insureds, and shall specifically provide that any other insurance coverage which may be
applicable to the PROJECT shall be deemed excess coverage and that CONTRACTOR's
insurance shall be primary.
00agreeloverlay/W26100 1
Under no circumstances shall said above-mentioned insurance contain a self-insured
retention, or a "deductible" or any other similar form of limitations on the required coverage.
21. CERTIFICATES_OF INSURANCE ADDITIONAL INSURED ENDORSEMENTS
Prior to commencing performance of the work hereunder, CONTRACTOR shall
furnish to CITY certificates of insurance subject to approval of the City Attorney evidencing the
foregoing insurance coverages as required by this Agreement; said certificates shall:
1. provide the name and policy number of each carrier and policy;
2. shall state that the policy is currently in force;
3. shall promise to provide that such policies will not be canceled or modified
without thirty (30)days' prior written notice of CITY; and
4. shall state as follows: "The above-detailed coverage is not subject to any
deductible or self-insured retention, or any other form of similar-type
limitation."
CONTRACTOR shall maintain the foregoing insurance coverages in force until
the work under this Agreement is fully completed and accepted by CITY.
The requirement for carrying the foregoing insurance coverages shall not
derogate from the provisions for indemnification of CITY by CONTRACTOR under the
Agreement. CITY or its representative shall at all times have the right to demand the original or
a copy of all said policies of insurance. CONTRACTOR shall pay, in a prompt and timely
manner, the premiums on all insurance hereinabove required.
A separate copy of the additional insured endorsement to each of
CONTRACTOR's insurance policies, naming the CITY, its officers and employees as Additional
Insureds shall be provided to the City Attorney for approval prior to any payment hereunder.
003;ree1bver1ayW6n00 12
22. DEFAULT AND TERMINATION
If CONTRACTOR fails or refused to prosecute the work hereunder with
diligence, or fails to complete the work within the time specified, or is adjudged bankrupt or
makes an assignment for the benefit of creditors or becomes insolvent, or violates any
provision of this Agreement or the contract documents, CITY may give notice in writing of its
intention to terminate this Agreement. Unless the violation is cured within ten (10) days after
such Notice of Intention has been served on CONTRACTOR, CITY may,without prejudice to
any other remedy it may have, terminate this Agreement upon the expiration of that time. Upon
such default by CONTRACTOR, CITY may elect not to terminate this Agreement; in such event
CITY may make good the deficiency in which the default consists and deduct the resulting
costs from the progress payments then or to become due to CONTRACTOR.
23. DISPOSITION OF PLANS, ESTIMATES AND OTHER DOCUMENTS
CONTRACTOR agrees that upon ccmpletion of the work to be performed
hereunder, or upon earlier termination of this Agreement, all original plans, specifications,
drawings, reports, calculations, maps and other documents pertaining to this Agreement shall
be delivered to CITY and become its sole property at no further cost.
24. NON-ASSIGNABILITY
CONTRACTOR shall not sell, assign, transfer, convey or encumber this
Agreement, or any part hereof. or any right or duty created herein, without the prior written
consent of CITY and the surety.
25. CITY EMPLOYEES AND OFFICIALS
CONTRACTOR shall employ no CITY official nor any regular CITY employee in
the work performed pursuant to this Agreement. No officer or employee of CITY shall have any
financial interest in this Agreement in violation of Ca,'ifdmia Govemment Code sections 1090 et
seq.
00agre Joverfay/10/4100 13
4
26. STOP NOTICES: RECOVERY OF ADMINISTRATIVE COSTS
CITY shall be entitled to reasonable administrative costs and necessary
disbursements arising out of the processing of Stcp Notices, Notices to Withhold, or any similar
legal document. Said obligation shall be provided for in the labor and materials payment bond
required of CONTRACTOR. CITY may charge an administrative fee of One Hundred Dcllars
($100)for every Stop Notice filed in excess of two, regardless of whether or not CITY is named
in an action to enforce such stop notices. CITY may set off any unreimbursed cost or expense
so incurred against any sum or sums owed by CITY to CONTRACTOR under this Agreement.
27. NOTICES
All notices required or permitted hereunder shall be delivered in person or by
registered or certified mail to an authorized representative of the party to whom delivery is to be
made, at the place of business of such party, or to any other.place designated in writing by
such party.
28. CAPTIONS
Captions of the section of this Agreement are for convenience and reference
only, and the words contained therein shall in no way be held to explain, modify, amplify or aid
in the interpretation, construction or meaning of the provisions of this Agreement.
29. IMMIGRATION
CONTRACTOR shall be responsible for full compliance with the immigration and
naturalization laws of the United States and shall, in particular, comply with the provisions of
U.S.C. Section 1324a regarding employment verification.
30. LEGAL SERVICES SUBCONTRACTING PROHIBITED
CONTRACTOR and CITY agree that CITY is not liable for payment of any
subcontractor work involving legal services, and that such legal services are expressly outside
the scope of services contemplated hereunder. CONTRACTOR understands that pursuant to
ooagreefoveriay/M640 14
Huntington Beach City Charter Section 309, the City Attorney is the exclusive legal counsel for
CITY; and CITY shall not be liable for payment of any legal services expenses incurred by
CONTRACTOR.
31. ATTORNEY'$ FEES
In the event suit is brought by either party to enforce the terms and provisions of
this agreement or to secure the performance hereof, each party shall bear its own attorney's
fees.
32. ENTIRETY
The foregoing, and Exhibit "A," attached hereto, set forth the entire Agreement
betNeen the parties.
IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be
executed by and through their authorized offices the day, month and year first above written.
SILVI NSTR CTION, CITY OF HUNTINGTON BEACH, a
municipal corporation of the State of
California
.to prf W. Silvia, President -
7
/ AND Dire r of Administrative Services
By: ATTEST: T p �-
Ben" min B. Day,T asurer c t
Ci erk t !
AP PRO D AS TO FORM:
R, EWED AND APPROVED: f; ,
l C' �✓ City Attorney
lif-dity Administrator ��,s�� a•-•-
'J D APPROV
Director of Public Works
aOagrEefove�layl9�2&'Oa 1$
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
�SY' rCrS� 't�'��{i'C�4^rC_wL�Ci��:tiYCC`r:"'ti^�CrtS`^C'4rCrt`r4SCf�^�!:':ti�:S`rG�4^r��:S'�[YC�C�ti+�
State of California
ss. t
County of San Bernardino ti
4
On 10/13/00 , before me, Mera Williams, Notary Public
y Date N76$r,o 7
r0
6 01 y.f�[er p g..'Jane Doe.Notary PublC)
personally appeared Joseph W. Silvia, President and Benjamin B. 'Daft
Nama(a)a sgn«ls? y
P X personally known to me r
h = proved to me on the basis of satisfactory r
evidence ri
S
to be the person(s) whose name(s) Ware
�4o subscribed to the within instrument and .
acknowledged to me that here/they executed
r / l•,4 -:,;`.: �:",, ; the same in rltheir authorized rA
capacity(ies), and that by their
signature(s)on the instrument the person(s), or f
the entity upon behalf of which the person(s)
r acted, executed the instrument.
t %
r WITNESS my hand and official seal.
�1 —
S e
r piece?teary Seat above sgns+u*t d NwarY Puo.c —
OPTIONAL
• Though the informations below is not required by law.it may prove valuable to persons reVng on the document
rs
and could prevent fraudulent removal and reattachment of this form to another document. r
r Description of Attaches! Document
r1 Title or Type of Document:
4 r•
Document Date: Number of Pages:
Signer's) Other Than Narked Above:
t Capacity(ies) Claimed by Signer
Signer's Name: r
r i Individual '
ti roc a tr•,s++e here t
ti T Corporate Officer—Title(s):
rs Partner—C Limited Z'General
rS 0 Attorney in Fact ,
r 0 Trustee r�
r� 0 Guardian or Conservator
C Other: S
.
Signer Is Representing: s
h1
C IM Poswa Notary A swatan•2360 N Soto a...PO.Bon 26W•ch@t,wonR Ca 21313.2402 8. W*Abreury orq Pled.No$907 A*~Cr ToaFrra 1.600476.6927
It-
BID PROPOSAL FROM Silvia Construction, Inc.
Firms Name
In compliance with the notice inviting sealed proposals for the One and one-half Inch
overlay of residential streets MSC-40G
I hereby propose and agree to enter into a contract to perform the work herein described and to furnish
the materials therefore according to the route schedules, specifications and special provisions for the said
work and to the satisfaction of and under the supervision of the Director of Public Works of said City of
Huntington Beach, California.
The undersigned has not accepted any bid from any subcontractor or materialman through any bid
depository, the by-laws, rules or regulations of which prohibit or prevent the contractor from considering
any bid depository, or which prevent any subcontractor or materialman from bidding to any contractor
who does not sue the facilities of or accept bids from or through such bid depository.
For the furnishing of all labor, materials and equipment, and or all incidental work necessary to deliver all
the improvements complete in place in strict conformity with the route schedules, specifications and
special provisions, on file In the office of the Director cf public Works, City of Huntington Beach,
California, I propose and agree to take full payment therefore at the following unit prices,to wit
ITEM APPROXIMATE ITEM WITH UNIT PRICE UNIT
NO. QUANTITY WRITTEN IN WORDS PRICE TOTAL
1. 390,210 S.F. COLDPLANE
AT to V(.h ('PYtjr PER S.F. tc
2. 2.466,888 S.F. LAY P TROMAT
AT Q � rPr�kSr PER S.F. : u., �"1� 10
3. 31,425 TON ONE AND ONE-HALF INCH OVERLAY
AT�C1ti Y r-riv%L_Do11a6PER TON o�
4. 392 F.A. ADJUST WATER VALVES CD
AT ()W_ "ynMr[Cl EEu PER EA. 1153,co 59,1)
1 1lCtr .
P-1
SUPPLEMENTAL Silvia Construction, Inc.
BID PROPOSAL FROM
Firms Name
In compliance with the notice inviting seated proposals for the One and one-half inch
overlay of residential streets MSC-40G
I t ereby propose and agree to enter into a contract to perform the work herein described and to famish
the materials therefore according to the route schedules,specifications and special provisions for the said
work and to the satisfaction of and under the supervision cf the Director of Public Works of said City of
Huntington Beach,California.
The undersigned has not accepted any bid from any subcontractor or materialman through any bid
depository, the by-laws, rules or regulations of which prohibit or prevent the contractor from considering
any bid depository, or which prevent any subcontractor or materialman from bidding to any contractor
who does not sue the facilities of or accept bids from or through such bid depository.
For the furnishing of all tabor, materials and equipment, and or all incidental work necessary to deliver aft
the improvements complete in place in strict conformity with the route schedules, specifications and
special provisions, on file in the office of the Director of public Works, City of Huntington Beach,
California, i propose and agree to take full payment therefore at the following unit prices, to wit:
ITEM APPROXIMATE ITEM WITH UNIT PRICE UNIT
NO. QUANTITY WRITTEN IN WORDS PRICE TOTAL
1. 221,756 S.F. COLDPLANE
AT_ t'1Ly�„C'.1�,Y,.� PER S.F.
2. 2.191,408 S.F. LAY P ROMAT
AT Lg� N kj!��, PER S.F.
0~1 153,39g,-
3. 19,150 TON ONE AND ONE-HALF INCH OVERLAY
AT T Dtl(t�PER TON �JS op ec
Lp10. �0.
4. 257 EA. ADJUST WATER VALVES
AT n& O\Amdi(ed Sfk,-PER EA. IC-�J co 3a1 CO
�*tZ Do 10. J
RV-cord �, alPa" OBl$ 96
SP-'1
5
It is understood and agreed that the approximate quantities shown in the foregoing proposal schedule are
solely for the purpose of facilitating the comparison of bids and that the contractor's compensation will be
computed upon the basis of the actual quantities in the completed work, whether they be more or less
than those shown herein at the unit prices bid in the proposal schedule.
If awarded the contract, the undersigned hereby agrees to sign said contract and furnish the necessary
bonds with ten (10) days from the date of approval of tte contract by the City of Huntington Beach,
California.
The undersigned understands the contract time limit allotted for the contract is 60 working days.
The undersigned has examined carefully the site of the work contemplated, the route schedules and
specifications and the proposal and contract forms therefore. The submission of a bid shall be conclusive
evidence that the bidder has investigated and is satisfied as to the conditions to be encountered. as to the
character, quality,and scope of work to be performed, the quantities of materials to be furnished, and as
to the requirement of the proposal, route schedules,specifications, and the contract.
Accompanying this proposal is a "Bidder's Bond• {g
NOTICE: Insert the words 'Cash,' `Certified Check; or "Bidder's Bond,' as the case may be, in an
amount equal to at least 10 percent of the total bid price, payable to the City of Huntington Beach.
The undersigned deposits the above name security as a proposal guaranty and agrees that it shall be
forfeited to the City of Huntington Beach as liquidated darrages In case this proposal Is accepted by the
City and the undersigned shall fail to execute a contract for doing said work and to furnish good and
sufficient bonds in the form set forth In the specifications aid contract documents of the City,with surety
satisfactory to the City within 10 days after the bidder has received written notice of the award of the
contract;otherwise said security shall be returned to the undersigned.
Licensed in accordance with an act providing for the registration of contract License No. 568194 A
Silva Co .struction, Inc.
—Y __/� LJ2�1
rank Dudley, Vice 6eZdent
Signature of Bidder
Business Address 9007 Center Avenue, Rancho Cucawnga, Ca. 91730
Place of Residence Yorba Linda, California
Dated this 25th day of August 2000
Bidder shall signify receipt of all Addenda here, if any:
Addendum No. Date Received Bidder's Signature
P-2
PROPOSED
INFORMATION REQUIRED OF BIDDER
B;dder Is required to supply the following information. Additional sheets may be attached if necessary.
I. Firm Name: Silvia Construction, Inc.
2. Address:' 9007 Center Avenue 3. Telephone; (909)48188118
Rancho Cucamonga, Ca. 91730
4. Type of firm-individual, partnership,or corporation: Corporation
5. Corporation organized under the laws of the State of: California
S. Contractor's License Number. 568194 A
7. List the names and address of all members of the firm or names and titles of all officers of the
corporation:
Jose2h W. Silvia, President -- 9007 Center Eve., Rancho Cucamonga, Ca. 91730
Benjamin B. Day, Treasurer - 9007 Center Ave., Rancho Cucamonga, Ca. 91730
Claire R. Manchester-Wamel, Secretary " Frank Dudley, Vice President—"
8. Number of years experience as a contractor In street sweeping work: 11 Years
9. List at least six projects completed or currently under contract as of recent date:
DATE
COMPLETED
OR REFERENCES
CONTRACT CLASS OF CONTRACT NAME,ADDRESS 8.PHONE NUMBER OF
AMOUNT WORK DURATION OWNER
$1,017,812.40 Pavement 6/00 City of Lakewood, 5050 N. Clark Ave.
Rehabilitation Lakewood, Ca. 90712 (562)866-9771
$679#939.03 Street Rehab. 7/00 City of Agoura Hills, 30101 Agoura
Ct. #102, Agoura Hills, Ca. 91361 (8 8)597-73C
$1,699,73 .80 Street Rehlbb 7/00 City of Fictorvilie, 14343 Civic Dri e,
Victorville► Ca. 92393 (760)955-5000
$1,674,872.00 Street Rehab 5/00 City of Chino, P.O. Box 667 Chino,
Ca. 91710 (909)626-7577
$1,03I,95 .43 Street Rehab City of Fontana, 6353 Sierra Avenue,In Progress Fontana, Ca. 92335 (909)350-6760
$1,814,17 .00 Overlay In Progress City of Thousand Oaks, 2100 Thousand
Oaks Blvd., Thousand Oaks, Ca. 91362
10. List the name of the person who inspected the sites of the proposed work for your firm: s _
Frank Dudley
11. If requested by the City, the bidder shall furnish a notarized financial statement,financial data,or
other information and references sufficiently comprehensive to permit an appraisal of this current
financial condition.
P-3
i
DISIGNATION OF SUBCONTRACTORS
In compliance with the"Subletting and Subcontracting Fair Practices Act" being Section 4100-4113 of the
Gcvemrrient Code of the State of California, and any amendments thereto, each bidder shall set forth
below the name and location of the place of business of. each subcontractor who will perform work on
labor cr render service to the prime contractor in or about the construction of the work or improvement in
an amount in excess of one-half (112) of one percent (1%) of the prime contractor's total bid, and shall
further set forth the portion of the work which will be done by each subcontractor. Only one subcontractor
for each portion shall be listed.
If the contractor fails to specify a subcontractor for any portion of the work to be performed under the
contract, he shall be deemed to have agreed to perform such portion himself, and he shall not be
permitted to subcontract that portion of the work except under the conditions hereinafter set forth.
Subletting of subcontracting of any portion of the work to which no subcontractor was designated in the
original bid shall only be permitted in cases of public emergency or necessity, and then only after a
fnd'.ng reduced to writing as a public record of the Legislat;ve Body of the owner.
PORTION STATE LICENSE
OF WORK SUBCONTRACTOR'S NAME AND ADDRESS NUMBER CLASS
AOJ-w ar YY-\0L N-)0 U rA0 j use 3"18LI43 P�
vo,weS
By submission of this proposal, the contractor certifies:
1. That he is able to and will perform the balance of a:l work which is covered in the above
subcontractor listing.
2. That the City will be fumished copies of all sub-contacts entered into and bonds furnished by
subcontractor for this project.
P-4
PRLMIUM: NIL
Bond No. 0372243
GWMjM&RIGV4 INSURANCE, COMPANY
KNOW ALL MEN BY THESE PRESENTS, that we, SILVIA CONSTRUCTION, INC.
as principal. and the GREAT AMERICAN INSURANCE COMPANY.a corporation existing under the laws
of the State of Ohio, having its Administrative Office at 580 Walnut Street, Cincinnati, Ohio 45202, as
surety, are held and firmly bound unto, CITY OF HUNTINGTON BEACH
as obligee, in the penal sum of TEN PERCENT OF MOUNT BID
DOLLARS (S 10% ), lawful money of the United States of America, for the payment of which,
well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns,
jointly and severally, firmly by these presents.
SIGNED,sealed,and dated this 21ST day of AUGUST 2000
WHEREAS, the said principal is herewith submitting 'a proposal for
ONE AND ONE—HALF INCH OVERLAY OF RESIDENTIAL STREETS MSC-406
NOW, THEREFORE, the conditior of this obligation is such that, if the said principal shall be
awarded the said contract, and shall within sixty ( 60 ) days after receiving notice of
such award enter into a contract and give bond for the faithful performance of the contract, then this
obligation shall be null and void otherwise the principal and surety will pay unto the obligee the difference
in money between the amount of the principal's bid anti the amount for which the obligee may legalty
contract with another party to perform the work, if the latter amount be in excess of the former;but in no
event shall the liability hereunder exceed the penal sum hereof.
I
LVIA CO ` TRUC 0 , INC.
BY:
Fr Dudley, vice LPrinciaal
GREAT .t I ' URANCE COMPANY
By —7 C�_I��
CHARLES L. FLAK Aitnntey-in-tact
F.9116K-(3J82)(BID FORM)
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
State of California
County of
San Bernardino SS.
On 8/25/00 , beforeme, Mera Williams, Notary Public ,
Date Wn»"T"d ORKw to 4.'Jw.a DM hawy Pupl+o')
personally appeared Frank Dudley, Vice President
Naft*s)a sgnene)
XXpersonally known to me
❑ proved to me on the basis of satisfactory
evidence
to be the person whose nameW islem
- — --"r`_, subscribed to the within instrument and
_ va?j ��uw 3 ' acknowledged to me that held y executed
r�•�" Co. -nT"On#115 the same in his/heir authorized
y� Z.cfc:"YFub-c"Co^' . capacity(iE `), and that by his/heir
,.�.
{� Sarin esmtno signature(�Q on the instrument the ersonr� or
fti/� �!�M7vd.2p YOB
the entity upon behalf of which the person¢}
acted, executed the instrument.
fiWITNESS my hand and official seal.
Ptace W"seat nb&,* s.y.w�. NW" nw<
� OPT1ONAt
Though the information below is not required by law,it may prove valuable to persons relying on the document
and could prevent fraudulent removal and reattacrment of this form to another document.
Description of Attached Document
Title or Type of Document:
Document Date: Number of Pages:
Signer(s)Other Than Named Above:
Capacity(les) Claimed by Signer
Signer's Name: -.
ED Individual � thumb'
❑ Corporate Officer—Tale(s): lop�� r>�e
Partner—❑Limited ❑General
Attorney in Fact
❑ Trustee
❑ Guardian or Conservator
❑ Other:
Signer Is Representing:
0 1"9 Ne--W"Aee000m•MO N SW A.e.,Po.00 24M•Chen CA 91313 24U•-ww rabro a"W9 Prod No 6907 Atmur Ca To"I"1.90487"W
i.
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
STATE OF CALIFORNIA
COUNTY OF ORANGE
On 08-21-2000 before me, LEXIE SHERWOOD -- NOTARY PUBLIC
personally appeared CHARLES L. FLAKE personally
known to me to be the person whose name is subscribed to the
within instrument and acknowledged to me that he executed the
same in his authorized capacity, and that by his signature on the
instrument the person or the entity upon behalf of which the
person acted, executed the instrument.
WITNESS my hand and official seal. U �� Lexie Sherwood �
�; Cc.mm.4114842D
U 1 " 14OTAFiY FU3LIC•CAL-r0R%
Vfkj y�� ��`� ORANGE COUNTY I
51 tore o Notar Public �F Comm.Exp.July 27.2001
OPTIONAL
Though the data below is not required by law, it may prove valuable to persons
relying on the document and could prevent fraudulent reattachment of this fora.
DESCRIPTION OF ATTACHED DOCUMENT
BID BOND
TZrZM OR rrFE OF DOGVMLNT
NUMM OF PAGES 1 DATE OF DOCUNEM 08-21-2000
CAPACITY CLAII�ED BY SIGNER
❑ INDIVIDUAL ❑ CORPORATE OFFICER
TITLE(5)
❑ PARTNER(S) ® ATTORNEY--IN-FACT ❑ TRUSTEE (S)
❑ OTHER:
SIGNER IS REPRESENTING: GREAT MERICJLX INSURANCE C0119ANY
14ME OF 4'£RSON(SI OR £NTITY(S!
GIB'ANEWCAN INSURANCE GUMPANYa
580 WALNUT STREET.CINCINNATI.OHIO 45202.513-369-5000• FAX 513.723-2740
The number of persons authorized by
this power of attorney is not more than No.013630
SIx POWER OF ATTORNEY
KNOW ALL MIEN BY THESE PRESENTS: That the GREAT AMERICAN INSURANCE COMPANY,a corporation organized
and existing under and byvirtue of thclawsof the Slate of Ohio,doeshereby nominate•constitute and appoint the person orpersons named below
its true and lawful attorney-in-fact,for it and in its name,place and stead to execute in behalf of the said Company,as surety,any and all bonds,
t.ndertakings and contracts of suretyship,orother written obligations in the nature thereof;provided that the liability ofthesaid Company on any
such bond,undertaking or contract of suretyship executed under this authority shall not exceed the limit stated below.
Name Address Limit of Power
DAVID L. CULBERTSON DIA11A LASKOIdSKI ALL OF ALL
LINDA L. CULBERTSON KAREN CIiANDLER ANAHEIM, UNLIMITED
CHARLES L. FLAKE R.A. COON CALIFORNIA
This Power of Attorney revokes all previous powers issued in behalf of the attorney(s)-in-fact named above. IF
IN WIT,N f:SS Wl I F R E01-the G REAT A M ER ICAN INSURANCE COM fA`Y has caused these presents to be signed and attested by
its appropii.ite officers and its corporate seal hereunto affixed this 2nd day of February .1999
Attest GREAT AMERICAN INSURANCE COMPANY
STATF OF 01110.COUNTY 01 1AMILTON — ss:
OF) thI% 2nd day of February, 1999 , bcfare nie personally appeared DOUGLAS R. BOWEN.to me
known, bciag duty sworn,deposes and says that he resided in Cincinnati,Ohio,that tit is the V ice Vresidcnt of the Bond Division of Great
American Insurance Cumpany-the Conilmny described in and which executed the above instrument;that lie knows the seal;that it was so affixed
by auihnriiy of his office under the liy-Law%of said Company,and that he s:gncd his name thereto by liZ c authority.
This Power of Aljulm:V is granted by authority of the following tes•31utions adopted by the hoard of Directors of Great American
Insurance Comp:uty by unanimous written consent dated March 1. 1993.
R SOI.VCD. That the Division President.the several Division Vic:Presidents and Assistant Vice Presidents,orany one of them,be
ar-d hcrebris authorized,from time to time,to appoint one ormorc Attorneys-In-Fact to execute on bchalfofthc Company,assurcty,anyandall
bonds, undertaking.and contracts ofsureryship, or other written obligations in the nature thereof;to prescribe their respective duties and the
respective limits of their authority,and to revoke any such appointment at any time.
RESOLVED FURTHER: That the Company seat and the signature orany of the aforesaid officers and any Secretary or Assistant
Secretary of the C'onipanY may be affixed by facsimile to any power of attorney or certificate of either given for the execution of any bond,
ur-dcrfaking,contract or suretyship,or other written obligation in the nature thereof,such signature and seal when soused being hereby adopted by
the Company as the original signature ofsuch officer and the originalseal of the Company,to be valid and binding upon the Company with the
$ane force and effect as though manually afrxed.
CERTIFICATION
1, RONALD C. 11AYES,Assistant Secretary of Great American Insurance Company,do hereby certify that the foregoing Power of
Attorney and the Resolutions of the Board of Directors of March I, 1993 have not been revoked and are now in full force and effect.
Signed and sealed this 21ST day of AUGUST 2000
Vrh;gs tit'9`)
SPECIFICATIONS
AND
SPECIAL PROVISIONS
FOR
ONE AND ONE-HALF INCH OVERLAY
OF RESIDENTIAL STREETS
MSC-406
The City of Huntington Beach
Department of Public Works
2000
Robert F. Beards!ey
Director of Public Works
TABLE OF CONTENTS
PAGE
Notice Inviting Seated Bids N-1
Proposal P-1, Sp-1,
P-2-P-4
Sample Contract
Standard Specifications 1 - 12
PART 1
General Special Provisions 1
1.2.1 Definitions 1
2-1.1 Award of Contract 2
2-1.2 Execution of Contract 2
2-1.3 Failure to Execute Contract 3
2-4.1 Return of Bid Bond 3
2-5.1.1 Plans and Specifications 3
2-5.1.2 Competency of Bidders
3
2-10.1 Authority of City Inspection 4
2-10.2 Requirements for Work Within Other Agencies Right of Way 4
2-10-.3 Final Inspection 5
6-1.2 Progress of the Work and Time for Completion 5
7-2.3 General Prevailing Wage Rates 5
7-2.4 Payroll Records 5-6
7-3.1 Public Liability and Property Damage Insurance 7
7-5.1 Permits and Licenses 8
7-6.1 The Contractor's Representative 8
7-6.2 Superintendence 8 -
7-8.5.1 Use of City Water System 8
7-8.7 Noise Control 8
7-8.8 Flow and Acceptance of Water 9
7-10.1.1 Traffic and Access 9
7-10.1.2 Safety Precautions 9
7-15 Registration of Contractor 9
9-3.1.2 Payment General 10
9-3.2.1 Progress Payment 10
9-12.2 Final Payment 10
10-1 Examination of Plans, Standard Specifications, Special Provision
and Site of Work 11
10-2 Proposal Form 11
10-3 Proposal Bid Bond 11
10-4 Withdrawal of Proposals 12
10-5 Public Opening of Proposals 12
10-6 Rejection of Proposals Containing Alterations,
Erasures or Irregularities 12
10-7 Disqualification of Bidders 12
TC1
TABLE OF CONTENTS
CONTINUED
PART 2
Construction Methods and Details 14-29
PART 3
List of Streets and Location Maps Attach #1
TC2
SAMPLE
CITY FUNDED CONSTRUCTION MAINTENANCE AND REPAIR CONTRACT BETWEEN THE
CITY OF HUNTINGTON BEACH AND FOR ONE AND ONE-HALF
INCH OVERLAY ON RESIDENTIAL STREETS PROJECT (MCS406)
THIS AGREEMENT. made and entered into this day of
2000, by and between the City of Huntington Beach, a municipal corporation of the State of
Ca!ifomia, hereinafter referred to as "CITY,"and , a California
hereinafter referred to as*CONTRACTOR."
WHEREAS. CITY has solicited bids for a maintenance and repair project, hereinafter
referred to as"PROJECT." more fully described as One and One-Half Inch Overlay on
Residential Street Project MSC406 in the City of Huntington Beach; and
CONTRACTOR has been selected to perform said services,
NOW,THEREFORE, in consideration of the promises and agreements hereinafter
made and exchanged, the parties covenant and agree as follows:
I STATEMENT OF WORK; ACCEPTANCE OF RISK
CONTRACTOR shall fumish, at its ovrn expense, all labor, plans, toots,
equipment, supplies, transportation, utilities and all other items, services and facilities
necessary to complete and construct the PROJECT in a good and workmanlike manner.
CONTRACTOR agrees to assume the risk of all loss or damage arising out of the
nature of the PROJECT, during its progress or prior to acceptance, from the action of the
elements, from any unforeseen difficulties which may arise or be encountered in the
prosecution of work, and for all other risks of any description connection with the work,
including, but not limited to, all expenses incurred by or in consequence of the suspension or
discontinuance of work,except such as are herein expressly stipulated to be borne by CtTY,
and for well and faithfully completing the work within the stipulated time and in the manner
00ag.,ee.ove1ayl6naro0 1 SAMPLE
shown and described in this Agreement, and in accordance with the requirements of CITY
under them for the compensation set forth in the accepted bid proposal.
However the total compensation to be paid Is to be computed on the basis of the units of
work as it is actually performed, in accordance with the stipulated prices named in the Bid
Sheet(s).
2. ACCEPTANCE OF CONDITIONS OF WORK; PLANS AND SPECIFICATIONS.
CONTRACTOR acknowledges that it is fully familiar with all the terms, conditions
and obligations of this Agreement and the Contract Documents(as hereinafter defined),the -
location of the job site, and the conditions under which the work is to be performed, and that it
enters Into this Agreement based upon its investigation of all such matters and is relying in no
way upon any opinions or representations of CITY.
It is agreed that the Contract Documents are incorporated into this Agreement by
this reference, with the same force and effect as if the same were set forth at length herein, and
that CONTRACTOR and its subcontractors, if any, shall be bound by said Contract Documents
insofar as they relate in part or in any way,directly or indirectly, to the work covered by this
Agreement.
"Contract Documents" as defined herein mean and include:
A. This Agreement;
B. Bonds covering the work herein agreed upon;
C. The CITY's standard Plans and Specifications and special contractual
provisions, including those on file in the office of the Director of Public Works of CITY and
adopted by the City Council of CITY, and any revisions, amendments or addenda thereto;
D. The 2000 edition of Standard Specifications for Public Works
Construction, published by Builders' News, Inc., 3055 Overland Avenue, Los Angeles, CA
90034, and all amendments thereto, written and promulgated by the Southern California
ImP.WaGreenamVoorn-sam16MM 2 SAMPLE
6 .
chapter of the American Public Works Association and the Southern California District
Associated General Contractors of the California Jo-rt Cooperative Committee;
E. Bid documents including the Notice Inviting Bids,the Special Instructions
to Bidders and the CONTRACTOR's proposal(attached hereto as Exhibit"A");
F. The particular plans,specifications, special provisions and addenda
applicable to the PROJECT. Anything mentioned in the Specifications and not indicated in the
Plans or indicated in the Plans and not mentioned in the Specifications,shall be of Like effect as
if indicated and mentioned in both. In case of discrepancy between any plans, specifications,
special provisions, or addenda, the matter shall be immediately submitted by CONTRACTOR to
the Department of Public Works of CITY(hereinafter referred to as "DPW").without whose
decision said discrepancy shalt not be adjusted by CONTRACTOR, save only at its own risk
and expense.
Should there be any conflict between the terms of this Agreement and the bid or
proposal of CONTRACTOR, then this Agreement shall control and nothing herein shall be
considered as an acceptance of the terms of said bid or proposal which is in conflict herewith.
3. COMPENSATION
CITY agrees to pay and CONTRACTOR agrees to accept as full compensation
for the faithful performance of this Agreement,subject to any additions or deductions made
under the provisions of this Agreement or the Contract Documents, a sum not to exceed
Dollars ($ },as set forth in the Contract Documents,
to be paid as provided in this Agreement.
4. COMMENCEMENT OF PROJECT
CONTRACTOR agrees to commence the PROJECT within ten (10)working
days after notice to proceed Is issued and shall diligently prosecute PROJECT to completion
jmpWzgreeKomVcon-sanV&21/00 3 SAMPLE
4t W
within consecutive from the day the "Notice to Proceed" is
issued by DPW, excluding delays provided for In this Agreement.
5. TIME OF THE ESSENCE
The parties hereto recognize and agree that time is of the essence in the
performance of this Agreement and each and every provision of the Contract Documents.
CONTRACTOR shall prepare and obtain approval as required by the Contract
Documents for all shop drawings. details and samples, and do all other things necessary and
incidental to the prosecution of its work in conformance with the progress schedule set forth in
the Contract Documents. CONTRACTOR shall coordinate its work with the work of all other
contractors, subcontractors, and CITY forces working on the PROJECT, In a manner that will
facilitate the efficient completion of the PROJECT and in accordance with the terms and
provisions of this Agreement. CITY shall have complete control of the premises on which the
work is to be performed and shall have the right to decide the time and order in which the
various portions of the work shall be performed and the priority of the work of other contractors,
subcontractors and CITY forces and, in general, all matters concerning the timely and orderly
conduct of the work of CONTRACTOR on the premises.
6 CHANGES
CONTRACTOR shall adhere strictly to the plans and specifications set forth in
the Contract Documents unless a change therefrom is authorized in writing by the DPW.
CONTRACTOR agrees to make any and all changes,furnish materials and perform all work
necessary within the scope of the PROJECT as the DPW may require in writing. Under no
condition shall CONTRACTOR make any changes without the written order of the DPW, and
CITY shall not pay any extra charges made by CONTRACTOR that have not been agreed upon
in writing by the DPW.
ImpMagree/fomn/con-sam/671/00 4 SAMPLE
S
When directed to change the work, CONTRACTOR shall submit Immediately to
the DPW a written cost proposal reflecting the effect of the change. Should the DPW not agree
to such cost proposal, the work shall be performed according to the changes ordered in writing
by the DPW and the proper cost thereof shall be negotiated by the parties upon cost and
pricing data submitted by the CONTRACTOR; thereupon, CITY will promptly issue an adjusted
change order to CONTRACTOR and the contract price will be adjusted upward or downward
accordingly.
7. NOTICE TO PROCEED
No work, services, material, or equipment shall be performed or furnished under
this Agreement unless and until a Notice to Proceed has been given to the CONTRACTOR by
CITY. CITY does not warrant that the work will be available on the date the Notice to Proceed
is issued. In event of a delay in commencement of the work due to unavailability of the job site,
for any reason, relief to the CONTRACTOR shall be limited to a time extension equal to the
delay due to such unavailability.
8. BONDS
CONTRACTOR shall, prior to entering upon the performance of this Agreement,
furnish the following three bonds approved by the City Attomey: One In the amount of one
hundred percent of the contract price to guarantee the CONTRACTOR's faithful performance of
the work;one In the amount of one hundred percent of the contract price to warrant such
performance for a period of one (1)year after CITY's acceptance thereof; and one in the
amount of one hundred percent of the contract price to guarantee payment of all claims for
labor and materials furnished.
9. WARRANTIES
The CONTRACTOR unconditionally guarantees all work done under this
Agreement including, but not limited to, any workmanship, installation, fabrication, material or
jmpMzgree1fommfcon-saml6ai= 5 SAMPLE
~ f
structural facilities constructed. CONTRACTOR,within tent (10)days after notice by CITY of
any defect In the work, shall have the option to make appropriate repairs or replace the
defective item or items. Upon expiration of such ten-(10)day period, CITY may then make
appropriate repair or replacement at CONTRACTOR's risk and expense.
10. INDEPENDENT CONTRACTOR
It is understood and agreed that the CONTRACTOR is, and shall be, acting at
all times hereunder as an Independent contractor and not and employee of CITY.
CONTRACTOR shall secure at its expense, and be responsible for any and all payment of all
taxes,social security, state disability Insurance compensation, unemployment compensation
and other payroll deductions for CONTRACTOR and its officers,agents and employees and all
business licenses, if any, in connection with the PROJECT.
11. LIQUIDATED DAMAGESMELAYS
It Is agreed by the parties hereto that in case the total work called for hereunder
is not in all parts and requirements finished or completed within the number of calendar days as
set forth herein, damage will be sustained by CITY; and that it is, and would be, Impractical and
extremely difficult to ascertain and determine the actual damage which CITY would sustain in
the event of and by reason of such delay; it is,therefo7e,agreed that CONTRACTOR will pay to
CITY, as liquidated damages and not as a penalty, the sum of Dollars
per day for each and every working days delay in completing the work in excess of
the number of working/calendar days set forth herein, which represents a reasonable endeavor
by the parties hereto to estimate a fair compensation for the foreseeable losses CITY would
sustain in the event of and by reason of such delay; and CONTRACTOR agrees to pay said
damages herein provided, and further agrees that CITY may deduct the amount thereof from
any monies due or that may become due to CONTRACTOR hereunder.
jmp*1agree/formlcon•sam*71/00 6 SAMPLE
CONTRACTOR will be granted an extension of time and will not be assessed
damages for any portion of the delay in completion of the work due to unforeseeable causes
beyond the control and without the fault or negligence of CONTRACTOR, Including, but not
restricted to, acts of God or of the public enemy, fire, floods, epidemics, quarantine restrictions,
strikes, unsuitable weather, or delays or subcontractors due to such causes.
CONTRACTOR shall,within fifteen (15) days from the beginning of any such
delay(unless the DPW shall grant a further period cf time prior to the date of final settlement of
the Agreement), notify the DPW in writing of the cause of the delay and CITY shall extend the
Gme for completing the work if, in its judgment,the findings of fact thereon justify the delay-, and
the decision of the DPW shall be conclusive on the pasties hereto.
Should CONTRACTOR be delayed In the prosecution or completion of the work
by the act, neglect or default of CITY, or should CONTRACTOR be delayed waiting for
materials required by this Agreement to be fumished to CITY, or by damage caused by fire or
other casualty at the job site for which CONTRACTOR is not responsible, or by the combined
action of the workers, in nowise caused by or resulting from default or collusion on the part of
CONTRACTOR, or in the event of a lockout by CITY, then the time herein fixed for the
completion of the work shall be extended by the number of days the CONTRACTOR has thus
been delayed, but no allowance or extension shall be made unless a claim therefor is presented
in writing to CITY within fifteen (15)days of the commencement of such delay.
No claims for additional compensation or damages for delays, irrespective of the
cause thereof, and including without limitation the furnishing of material by CITY or delays by
other contractors or subcontractors, will be allowed and said extension of time for completion
shall be the sole remedy of CONTRACTOR.
jr -e0ormlcon-sarrv&'21100 7 SAMPLE
t
12. DIFFERING SITE CONDITIONS
(1) Notice: The CONTRACTOR shall promptly, and before such
conditions are disturbed,notify the DPW in writing of:
(a) Subsurface or latent physical conditions at the job site differing
materially from those indicated in this Agreement or the Contract Documents; or
(b) Unknown physical conditions at the job site. of an unusual nature,
differing materially from those ordinarily encountered and generally recognized as Inherent to
work of the character to be performed under this Agreement. The DPW shall promptly
Investigate the conditions and if it finds that such conditions do materially so differ and cause an
increase or decrease in the time required for performance of any part of the work under this
Agreement,whether or not changed as a result of such conditions, an equitable adjustment
shall be made and the Agreement modified In writing accordingly;
(2) Time Extension: No claim of the CONTRACTOR under this Section
shall be allowed unless the CONTRACTOR has given the notice required hereunder, provided.
however, the time prescribed therefor may be extended by CITY.
13. VARIATIONS IN ESTIMATED QUANTITIES
The quantities listed In the bid schedule will not govern final payment. Payment
to the CONTRACTOR will be made only for the actual quantities of contract items used in
construction of the PROJECT, in accordance with the plans and specifications. Upon
completion of the PROJECT, if the actual quantities used are either more than or less than the
quantities listed in the bid schedule, the bid price sha'I prevail subject to the provisions of this
secticn. The DPW may, at its sole discretion,when warranted by the facts and circumstances,
order an equitable adjustment, upwards or downwards, in payment to the CONTRACTOR
where the actual quantities used in construction of the PROJECT are in variation to the
quant;ties listed in the bid schedule. No claim by CONTRACTOR for an equitable adjustment in
1mpWasree1fomVc-on-sanV&21100 8 SAMPLE
c
price or time for completion shall be allowed if asserted after final payment under this
Agreement.. If the quantity variation is such as to cause an increase in the time necessary for
completion, the DPW shall ascertain the facts and circumstances and make such adjustment
for extending the completion date as in its judgment the findings warrant.
14. PROGRESS PAYMENTS
Each month the DPW will make an estimate in writing of the work performed by
CONTRACTOR and the value thereof. From each progress estimate, ten percent(10%)will be
deducted and retained by CITY and the remainder, less the amount of all previous payments
since commencement of the work, will be paid to CONTRACTOR.
When CONTRACTOR has, in the judgment of the DPW,faithfully executed fifty
percent(50%)or more of the value of the work as determined from the bid schedule, and if the
DPW finds that satisfactory progress has been and is being made, the CONTRACTOR may be
paid such sum as will bring the payments of each month up to one hundred percent(100%)of
the value of the work completed since the commencement of the PROJECT, as determined by
DPW, less all previous payments and less all previous retained amounts. The final payment, if
unencumbered, or any part thereof unencumbered, shall be made thirty-five (35)days after the
acceptance of the work and the filing of a Notice of Completion by CITY. Payments shall be
made on demands drawn in the manner required by law, each payment to be accompanied by
a certificate signed by the DPW, affirming that the work for which payment is demanded has
been performed in accordance with the terms of the Agreement and that the amount stated int.
certificate is due under the terms of the Agreement. Partial payments on the contract price
shall not be considered as a acceptance of any part of the work.
15. WITHHELD CONTRACT FUNDS, SUBSTITUTION OF SECURITIES
At the request and expense of CONTRACTOR, who shall retain beneficial
ownership and receive interest, if any thereon, CITY shall permit the substitution and deposit
Imp/k/agre eRom-deon-sa WM I/00 9 SAMPLE
therewith of securities equivalent to the amount of any monies withheld by CITY to ensure
performance under the terms of this Agreement.
16. AFFIDAVITS OF SATISFACTION OF CLAIMS
After the completion of the work contemplated by this Agreement,
CONTRACTOR shall file with the DPW its affidavit stating that all workers and persons
employed,all firms supplying materials and all subcontractors upon PROJECT have been paid
in full and that there are no claims outstanding against PROJECT for either labor or material.
except certain items, if any, to be set forth in an affidavit covering disputed claims.or items in
connection with Notices to Withhold which have been filed under the provisions of the statutes
of the State of California.
17. WAIVER OF CLAIMS
The acceptance by CONTRACTOR of the payment of the final certificate shall
constitute a waiver of all claims against CITY under or arising out of this Agreement.
18. INDEMNIFICATION DEFENSE HOLD HARMLESS
CONTRACTOR hereby agrees to protect, defend, indemnify and hold and save
harmless CITY, its officers, and employees against any and all liability, claims,judgments; costs
and demands, however caused, including those resulting from death or injury to
CONTRACTOR's employees and damage to CONTRACTOR's property, arising directly or
Indirectly out of the obligations or operations herein undertaken by CONTRACTOR, caused in
whole or in part by any negligent act or Omission of the CONTRACTOR, and subcontractors,
anyone directly or indirectly employed by any of them or anyone for whose acts any of them
may be liable, including but not limited to concurrent active or passive negligence except where
caused by the active negligence, sole negligence, or willful misconduct of CITY.
CONTRACTOR will conduct all defense at its sole cost and expense.
JmpVagreelforrn/con-sam16,21100 10 SAMPLE
a
19. WORKERS'COMPENSATION INSURANCE
Pursuant to Caflfomia Labor Code section 1861, CONTRACTOR acknowledges
awareness of section 3700 et seq. of said Code,which requires every employer to be insured
against liability for workers' compensation, CONTRACTOR covenants that it will comply with
such provisions prior to commencing performance of the work hereunder.
CONTRACTOR shall maintain workers'compensation insurance in an amount of
not less than One Hundred Thousand Dollars ($100,000) bodily injury by accident, each
occurrence, One Hundred Thousand Dollars ($100,000) bodily injury by disease, each
employee, Two Hundred Fifty Thousand Dollars ($250,000) bodily injury by disease, policy limit.
CONTRACTOR shall require all subcontractors to provide such workers'
compensation insurance for all of the subcontractors'employees. CONTRACTOR shall furnish
to CITY a certificate of waiver of subrogation under the terms of the workers' compensation
insurance and CONTRACTOR shall similarly require all subcontractors to waive subrogation.
20. INSURANCE
In addition to the workers' compensation insurance and CONTRACTOR's
covenant to indemnify CITY, CONTRACTOR shall obtain and furnish to CITY, a policy of
general public liability Insurance, including motor vehi;le coverage covering the PROJECT.
Said policy shall indemnify CONTRACTOR, its officers, agents and employees, while acting
within the scope of their duties, against any and all claims of arising out of or In connection with
the PROJECT. and shall provide coverage in not less than the following amount: combined
single limit bodily injury and property damage, Including products/completed operations liability
and blanket contractual liabVity, of$1,000,000 per occurrence. If coverage is provided under a
form which includes a designated general aggregate limit, the aggregate limit must be no less
than$1,000,000. Said policy shall name CITY, its officers,and employees as Additional
Insureds, and shall specifically provide that any other insurance coverage which may be
jma1kfagreelfomVoon-sam1W21/00 I I SAIM PLE
applicable to the PROJECT shall be deemed excess coverage and that CONTRACTOR's.
insurance shall be primary.
Under no circumstances shall said above-mentioned insurance contain a self-insured
retention,or a'deductible"or any other similar form of limitation on the required coverage.
21. CERTIFICATES OF,INSURANCELAODITIONAL INSURED ENDORSEMENTS .
Prior to commencing performance of the work hereunder, CONTRACTOR shall
furnish to CITY certificates of insurance subject to approval of the City Attorney evidencing the
foregoing insurance coverages as required by this Agreement; said certificates shall:
1. provide the name and policy number of each carrier and policy; .
2. shalt state that the policy is currently in force;
3. shall promise to provide that such policies will not be canceled or modified
without thirty(30)days'prior written notice of CITY; and
4. shall state as follows: 17he above-detailed coverage Is not subject to any
deductible or self-insured retention, or any other farm of similar-type
limitation."
CONTRACTOR shall maintain the foregoing insurance coverages in force until
the work under this Agreement is fully completed and accepted by CITY.
The requirement for carrying the foregoing insurance coverages shall not
derogate from the provisions for indemnification of CITY by CONTRACTOR under the
Agreement. CITY or its representative shall at all times have the right to demand the original or
a copy of all said policies of insurance. CONTRACTOR shall pay, in a prompt and timely
manner, the premiums on all insurance hereinabove required.
A separate copy of the additional insured endorsement to each of
CONTRACTOR's insurance policies, naming the CITY, its officers and employees as Additional
Insureds shall be provided to the City Attorney for approval prior to any payment hereunder.
Im;/VasreenomVcon-sam/W1/00 12 SAMPLE
22. DEFAULT AND TERMINATION
If CONTRACTOR fails or refused to prosecute the work hereunder with
diligence, or fails to complete the work within the tirre specified, or is adjudged a bankrupt or
makes an assignment for the benefit of creditors or becomes insolvent, or violates any
Provision of this Agreement or the contract documents, CITY may give notice In writing of its
intention to terminate this Agreement. Unless the violation is cured within ten (10)days after
such Notice of Intention has been served on CONTRACTOR, CITY may,Wthout prejudice to
any other remedy it may have, terminate this Agreement upon the expiration of that time. Upon
such default by CONTRACTOR, CITY may elect not to terminate this Agreement; in such event
CITY may make good the deficiency In which the default consists and deduct the resulting
costs from the progress payments then or to become due to CONTRACTOR.
23. DISPOSITION OF PLANS, ESTIMATES AND OTHER DOCUMENTS
CONTRACTOR agrees that upon completion of the work to be performed
hereunder, or upon earlier termination of this Agreement, all original plans, specifications,
drawings, reports, calculations, maps and other documents pertaining to this Agreement shall
be delivered to CITY and become Its sole property at no further cost. '
24. NON-ASSIGNABILITY
CONTRACTOR shall not sell, assign, transfer, convey or encumber this
Agreement. or any part hereof, or any right or duty created herein, without the prior written
consent of CITY and the surety.
25. CITY EMPLOYEES AND OFFICIALS
CONTRACTOR shall employ no CITY official nor any regular CITY employee in
the work performed pursuant to this Agreement. No officer or employee of CITY shall have any
financial interest in this Agreement in violation of Califomia Govemment Code sections 1090 et
seq.
lmp,VJ;ree/fwn/con-sam/&21= 13 SAMPLE
26. STOP NOTICES: RECOVERY OF ADMINISTRATIVE COSTS
CITY shall be entitled to reasonable administrative costs and necessary
disbursements arising out of the processing of Stop Notices, Notices to Withhold, or any similar
legal document. Said obligation shall be provided fcr in the labor and materials payment bond
required of CONTRACTOR. CITY may charge an administrative fee of One Hundred Dollars
($100) for every Stop Notice fled in excess of two, regardless of whether or not CITY is named
in an action to enforce such stop notices. CITY may set off any unreimbursed cost or expense
so incurred against any sum or sums owed by CITY to CONTRACTOR under this Agreement.
27. NOTICES
All notices required or permitted hereunder shall be delivered in person or by
registered or certified mail to an authorized representative of the party to whom delivery is to be
made, at the place of business of such party, or to any other place designated In writing by
such party.
28. CAPTIONS
Captions of the section of this Agreement are for convenience and reference
only, and the words contained therein shall in no way be held to explain, modify, amplify o"r aid
in the interpretation,construction or meaning of the provisions of this Agreement.
29. IMMIGRATION
CONTRACTOR shall be responsible for full compliance with the immigration and
naturalization laws of the United States and shall, in particular, comply with the provisions of
U.S.C. Section 1324a regarding employment verification.
30. LEGAL SERVICES SUBCONTRACTING PROHIBITED
CONTRACTOR and CITY agree that CITY is not liable for payment of any
subcontractor work involving legal services,and that such legal services are expressly outside
the scope of services contemplated hereunder. CONTRACTOR understands that pursuant to
imWagree/fomV on-sam/6,"2t/00 14 SAMPLE
Huntington Beach City Charter Section 309,the City Attorney is the exclusive legal counsel for
CITY; and CITY shall not be liable for payment of any legal services expenses Incurred by
CONTRACTOR.
31. ATTORNEYS FEES
In the event suit is brought by either party to enforce the terms and provisions of
this agreement or to secure the performance hereof, each party shall bear its own attorney's
fees.
32. ENTIRETY
The foregoing, and Exhibit"A,"attached hereto, set forth the entire Agreement -
between the parties.
IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be
executed by and through their authorized offices the day, month and year first above written.
CONTRACTOR CITY OF HUNTINGTON BEACH, a
municipal corporation of the State of
California
By
print name
ITS: (circle one)Chairman/PresidentiVice President Director of Administrative Services
AND ATTEST:
By:
print name City Clerk
ITS: (circle one)Secretary/Chief Financial officer/Asst. APPROVED AS TO FORM:
Secretary-Treasurer
City Attorney
REVIEWED AND APPROVED: INITIATED AND APPROVED:
City Administrator Director of Public Works
mpfVacreerrorrnlcon-sam/6=0 15 SAMPLE
` r ''URCHASING DEPARTMENT
• �..� 00-0829
CITY OF HUNTINGTON BEACH QUOTATION NUMBER
2000 MAIN STREET Show this number on outside of your
HUNTINGTON BEACH CA 92648 envelope.
Date: August 14, 2000
_r`.REQUESTF�R;QUOTATION Bids will be received until
a:oapm
August 29, 2000
Silvia Construction at the office of the Purchasing
9007 Center Ave. Division.
Rancho Cucamonga, CA 91730
Renalee Corbett
BUYER
QUANTITY UNIT DESCRIPTION UNIT PRICE AMOUNT
The City of Huntington Beach is accepting quotations
for aspha!t overlay of one hundred sixty-nine streets at
various locations in the City of Huntington Beach.
This is a maintenance and repair ro'e--t. Under
Attachment A you will find the 2000-A overlay streets to be
quoted an Page P-1. The 2001-A overlay is to be quoted
on Page SP-1.
Quotations are requested for furnishing
the items described in accordance with Total:
terms set forth herein. All quotations must
be F.O.B. delivered. The detailed SalesTax
Delivery Address specifications or brand names or numbers
given herein Is descriptive and indicates
quality and style of item required. Offer to Total
City of Huntington Beach supply articles substantially the same as
California those described herein will be considered Terms: % days
provided the articles offered are equal in
quality. durability, and fitness for the
purpose intended. Acceptability of All quotations must be signed
altema:es will be determined solely by the
City of Huntington Beach.
Signature
Delivery to be made on or before: Address your reply tc: Frank Dtzdley
ry Purchasing Division
City of Huntington Bearh Print Name
2000 Main Street Vice President
Huntington Beach CA 92648 Title
or days from receipt of (714)536-5221
order. Date 8/25/00
Phone Number (909)481-8118
THIS IS NOT AN ORDER
CITY OF HUNTINGTON BEACH
" INSTRUCTION TO BIDDERS
•L-
NOTE: ALL PAGES OF THE BID MUST BE RETURNED
EXAMINATION OF BID Each bidder is responsible for examining the invitation to bid and submitting its bid complete and in
conformance with these instructions.
DISCREPANCIES IN BID DOCUMENTS Should bidder find discrepancies in,or omissions from the invitation to bid,or if the intent
of the invitation is not clear, and if provisions of the specifications restrict bidder from bidding,they may request in writing that the
deficiency(s)be modified. Such request must be received by the City's Central Service Manager three(3)days before bid opening
date. All bidders will be notified by addendum of any approved changes in the invitation to bid documents.
ORAL STATEMENTS The City of Huntington is not responsible for oral statements made by any of their employees or agents
concerning this invitation to bid. If the bidder required specific information,bidder must request that it be supplied in writing by the
City of Huntington Beach.
BRAND NAMES AND SPECIFICATIONS The detailed specifications and/or brand names stated are descriptive only and indicate
quality, design, and construction of items required. Offers will be considered to supply articles substantially the same as those
described herein provided the articles are equal in quality, durability, and fitness from the variation in the bid. Acceptability of
alternate will be determined solely by the City of Huntington Beach. Bidder must submit specifications when bidding alternative
equipment.
RIGHT TO REJECT City reserves the right to reject at any time any or all bids, or parts thereof, and to waive any variances,
technicalities and informalities which do not impair the quality,utility,durability,or performance of the items.
SAMPLES Samples if items, when requested or required, must be furnished to the city free of expense to the city and, if not
destroyed by tests will,upon request,be returned at the bidder's expense.
PRICES Individual item pricing must be shown for each line item. In case of error in extension of prices,unit price will govern. All
prices must be firm for the contract term unless the city specifically provides for adjustment. All quotations must be FOB delivered.
FORM OF BID AND SIGNATURE The bid must be made on this form only. Bid should be enclosed in a sealed envelope,
showing the Request for Quotation Number in the lower left corner, and addressed to the City of Huntington Beach, 2000 Main
street,Huntington Beach CA 92648,Attn:Purchasing. This bid must be signed by an officer or authorized employee. Bids may be
rejected if this form is not signed.
SUBMISSION DATE AND WITHDRAWAL OF BIDS Each bid must be delivered to the location and received on or before the due
date and time stated. Bids may be withdrawn without prejudice, providing the written request is received by the Central Service
Division no later than the time set for opening bids. Withdrawals will be returned to bidder unopened. FAXED BID ARE NOT
ACCEPTABLE.
INSURANCE REQUIREMENTS
If insurance is required,below is the City's requirements.
To: Encroachment Permit Applicants and Providers of Contractual Services to the City.
"*PLEASE GIVE THESE REQUIREMENTS TO YOUR INSURANCE AGENT`
City Council resolution 97-20 requires a certificate of General Liability insurance before you can get a permit to do work on city
property or before you can provide contractual services to the city.
CHECKLIST:
1. All certificates must contain a mandatory 30 day cancellation notice. Be sure that the words"endeavor to"and"but failure
to mail such notice shall impose no obligation or liability of any kind upon the company,its agents or representatives" have
been removed or lined-out if they appear on the certificate.
2. Cancellation Clause Wording-The words"endeavor to"and"failure to mail such notice shall impose no obligation
nor liability of any kind upon the company,its agents or representatives"have been removed or lined-out if they appear
on the certificate.
3. Workers'Compensation.-Minimum California statutory requirements for workers'compensation of at least$100,000 bodily
injury per disease or accident per occurrence. If you have no employees,you must sign a Declaration of Non-employee
Status form which is available from and submitted to the City's Risk Management Department. In lieu of a certificate of
insurance,a certificate of Consent to Self-Insure issued by the California Director of Industrial Relations is also acceptable.
4. Deductible/SIR:-The City Council Resolution 97-20 requires an approved waiver for any deductibles and/or self insurance
retention(SIR). The application for a waiver is available from and submitted to Risk Management.
5. At least$1,_000,000 combined single limit coverage is required.
6. Insurance must be"per occurrence." "Claims made"is only acceptable for professional or pollution liability insurance.
7. The City of Huntington Beach must be named as certificate holder.
8. The certificate must name the City of Huntington Beach,its agents,officers,and employees as additional insured on an
endorsement that is a separate attachment to the certificate. The wording must be exact.
9. In the event the bidder does not have insurance the City of Huntington Beach does have a program available for bidder to
obtain to meet our requirements.
3:t�1
Silvia Construction
9007 Center Ave.
Rancho Cucamonga, CA 91730
CITY OF HUNTINGTON BEACH
BID 2000 Main Street
Huntington Beach California 92648
No. 00-0829 to be opened at Attn: Central Service Division
4:OOp.m. August A_2-OQo
`+ r
CITY OF HUNTINGTON BEACH
2000 Main Street P . O . Box 190 California 92646
Rotert F. Beardsley, P.E. Department of Put;Iic Works
Director (714)536-5431
October 13, 2000
Mr. Joseph Silvia
Silvia Construction, Inc.
9007 Center Avenue
Rancho Cucamonga, CA 91730
Re: Residential Street Overlay, MSC 406
Notice to Proceed
Dear Mr. Silvia:
You are hereby notified that your contract time will begin on Monday, October 16,
2000 and you are to fully complete the scope .of services within ninety (90)
calendar days. Your contract completion date is therefore January 14, 2001.
If you are delayed in completing the work for any reason, contact the Director of
Public Works in writing, explaining the causes of delay, and the Director will
determine any allowable time extension.
Thank you.
cerely,
Donald R. Noble
Maintenance Operations Manager
DRN:dh
cc: Chris Gray
I
� B2000
CITY OF HUNTINGTON BEACH
Main Street P . O . Box 190 California 92648
Robert F. Beardsley, P.E. Department of Pub1c Works
Director (714)536-5431
October 5, 2000
Mr. Joseph W. Silvia
Silvia Construction Inc.
9007 Center Avenue
Rancho Cucamonga, CA 91730
Re: One and one-half inch overlay of residential streets; MSC-406
Dear Mr. Silvia:
The attached Public Works contract for the subject project was prepared by our
City Attorney's office. Please execute and return to me at the address shown
below. As indicated in the project specifications you will still need to provide the
following:
1. Certificate of Insurance (Note: The certificate must include an
endorsement naming the City, its Agents, Employees, and Officers as
additionally insured and the cancellation clause must be modified);
2. Performance Bond 100% (Note: This bond should include specific
wording guaranteeing the work for a period of one year after the City's
acceptance thereof};
3. Labor/Material Bond 100%.
Should you have any questions or concerns regarding the project or other
required documents, please telephone me at (714) 375-5042.
Sincerely,
Chris Gray
Acting Street/Wastewater Supervisor
City Corporation Yard
17371 Gothard Street
Huntington Beach, CA 92647
cc: Don Noble, Maintenance Operations Manager
Renalee Corbett, Buyer
STANDARD SPECIFICATIONS
Except as hereinafter provided, the provisions of the 2000 Edition of the "Standard
Specifications for Public Works Construction" (Green Book) published by Building News,
Inc. 3055 Overland Avenue, Los Angeles, California 90034, and all amendments thereto,
adopted by the Joint Cooperative Committee of Southern California District and Associated
Contractors of California; hereinafter referred to as Standard Specifications, are adopted
as the "Standard Specifications" for this project and shall be considered as a part of these
Special Provisions.
Where specified, the specified editions of"Standard Specifications" and "Standard Plans"
of the State of California, Business and Transportation Agency, Department of
Transportation, shall apply. If no date of publication is specified, the most recent edition,
as of the date of publication of the Notice Inviting Bids for this contract, shall apply.
PART 1
GENERAL PROVISIONS
1-2.1 Definitions
(a) AGENCY The City of Huntington Beach, California also
hereinafter called "City.
(b) BOARD The City Council of the City of Huntington
Beach, California.
(c) CONTRACT
DOCUMENT Documents including but not limited to the
proposal forms p-1 through p-5, Standard
Specifications, General Provisions, Special
Provisions, Plans, Bonds, Insurance, Contract
Agreement and all addenda setting forth any
modifications of the documents.
(d) ENGINEER The administrating officer of the City of
Huntington Beach or his authorized
representative.
(e) BIDDER Any individual, co-partnership, association or
corporation submitting a proposal for the work
contemplated acting directly or through a duly
authorized representative.
(f) LEGAL ADDRESS
OF CONTRACTOR -The legal address of the Contractor shall be
the address given on the Contractor's bid and
is hereby designated as the place to which all
notices, letters or other communications to the
Contractor shall be mailed or delivered.
(g) SPECIAL
PROVISIONS The special provisions are specific clauses
setting forth conditions or requirements
peculiar to the work and supplementary to
these Standard Specifications. The
Department of Transportation publications
entitled Labor Surcharge and Equipment
Rental Rates and General Prevailing Wage
Rates are to be considered as a part of the
special provisions.
(h) STATE
CONTRACT Chapter 3, Part 5, Division 3, Title 2 of the
government Code. The provisions of this act
and other applicable laws, form and constitute
a part of the provisions of this contract.to the
same extent as is set forth herein in full.
2-1.1 Award of Contract
The City reserves the right to reject any and all Proposals. The award of the
contract, if it be awarded, will be to the lowest responsible Bidder whose
Proposal complies with all the requirements prescribed by the City.
2-1.2 Execution of Contract
The contract shall be signed by the successful Bidder within ten (10) working
days after award and be returned together with the contract bonds, to the City
of Huntington Beach Purchasing Department. Work shall commence within
10 working days after the contract has been fully executed. No Proposal
shall be considered binding upon the City until the contract is executed by the
Contractor and the City. The contract time shall start on the day of contract
execution by the City.
2
a
Y
2-1.3 Failure to Execute Contract
Failure to execute a contract and file acceptable bonds as provided herein
within the time specified for the applicable contract category shall be just
cause for the cancellation of the award and the forfeiture of the proposal bid
bond.
2-4.1 Return of Bid Bond
Within ten (1 Q) days after the award of the contract, the City of Huntington
Beach will return the bid bonds accompanying the proposals which are not to
be considered in making the award. All other bids bonds, will be held until
the contract has been finally executed, after which they will be returned to the
respective bidders whose proposal they accompany.
22-5.1.1 Route Schedules and Specifications
The Engineer will provide the Contractor, free of charge, copies of route
schedules, special provisions and additions to the General Provisions of the
Standard Specifications that are reasonably necessary for the execution of
work.
Contractor ' shall, at his own expense, obtain copies of Standard
Specifications and Standard Plans and Specifications of the State of
California, for his general use.
If after award of contract, should it appear that the work to be done, or any
matter relative thereto, is not sufficiently detailed or explained in the Standard
Specifications, Specifications, Special Provisions and plans, the Contractor
shall request from the Engineer further explanation or interpretation of the
contract. The request by the Contractor and the Engineer's response shall
be in writing.
All quantities are approximate. Final quantities for payment will be verified by
City of Huntington Beach personnel.
2-5.1.2 Competency of Bidders .
Route Schedules, Special Provisions and Proposal forms will be issued only
to those contractors who can qualify as competent bidders.
3
2-10.1 Authority of Board and Inspection
The Contractor.shall give at least 24 hours advance notice when he or his
Subcontractor will start or resume the work.
The above notice is to be given during working hours, exclusive of Saturday,
Sunday or City holidays for the purpose of permitting the Engineer to make
necessary assignments of his representatives.
When Special Inspection is required, the Contractor shall notify the City and
pay inspection fees 24 hours in advance. If the Contractor is directed the
City to work under this contract more than 8 •hrstday or more than 40
hrslweek, the Special Inspection fee requirements will be waived.
All instructions, rulings and decisions of the Engineer shall be in writing and
shall be final and binding on all parties unless formal protest is made in
writing and as provided in the following paragraph:
- If the Contractor considered any work demanded of him to be outside the
requirements of the contract, or if he considers any instruction, ruling or
decision of the Engineer to be unfair, he shall within ten (10) days after any
such demand is made, or instruction, ruling or decisions is given, file a written
protest with the Engineer stating clearly and in detail his objections and
reasons therefore. Except for such protests and objections as are made of
record, in the manner and within the time above stated, the Contractor shall
be deemed to have waived and does hereby waive all claims for extra-work,
damages and extensions of time on account of demands, instructions, rulings
.and decisions of the Engineer.
Upon receipt of any such protest from the Contractor, the Engineer shall
review the demand, instruction, ruling or decision objected to and shall
promptly advise the Contractors, in writing of his final decision, which shall be
binding on all parties, unless within the ten (10) days thereafter the
Contractor shall file with the City Council a formal protest against said
decision of the Engineer. The City Council shall consider and render a final
decision on any such protest within thirty (30) days of receipt of same.
2-10.2 Requirements for Work Within Other Agencies Right-of-Way
The Contractor shall prosecute work on other agencies' right-of-way only in
the presence of the inspector representing the agency and any work done in
the absence of said inspector will be subject to rejection. The Contractor
shall make the appropriate notification according to the instruction given on
the permit for all inspections, and shall post all bonds and certifications
required by the permit. The permit shall be acquired by the City however, the
4
Contractor may also be required to secure additional permits under his own
name, which permits shall be processed at the Contractor's expense. The
Contractor shall pay for all testing and inspections required by the permit.
2-10.3 Final,lns ection
Whenever the work provided for and contemplated by the contract shall have
been satisfactorily completed and the final cleaning performed, the Engineer
will make the final inspection.
6-1.1 Construction Schedule and Commencement of Work
Prior to the start of work, arrangements will be made for a meeting between
the Contractor and the Engineer. The purpose of this meeting is to
coordinate the activities of the Contractor within the limit of this contract,
review scheduling, discuss construction methods and clarify inspection
procedures. The Contractor shall submit for approval by the Engineer a
complete schedule showing the number of working days required to complete
the project.
6-1.2 Pro less of the Work and Time for Completion
The Contractor shall begin work within ten (10) working days after the
contract has been fully executed by the City and shall diligently prosecute the
same to completion before the expiration of the time specified in the
proposal, specifications, and/or contract.
7-2.3 General Prevailing Wage Rates
In accordance with the provisions of Section 1773 of the Labor Code, the
State of California Director of the Department of Industrial Relations shall
determine the general prevailing rate of wages, applicable to the work to be
done; copies of the latest general wage rate determinations are on file at the
.office of the City Clerk, and the office of the Director of Public Works of the
City of Huntington Beach, California.
7-2.4 Payroll Records
The Contractor's attention is directed to the following provisions of Labor
Code Section 1776 (Slats. 1978, Ch. 1249). The Contractor shall be
responsible for compliance with these provisions by his subcontractors.
a. Each contractor and subcontractor shall keep an accurate payroll
record, showing the name, address, social security number, work
classification, straight time and over time hours worked each day and
week, and the actual per diem wages paid to each journeyman,
5
U �
apprentice, worker or other employee employed by him or her in
• connection with the public work.
b. The payroll records enumerated under subdivision (a) shall be certified
and shall be 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 such employee or his or
her authorized representative on request.
2. A certified copy of all payroll records enumerated in subdivision
(a) shall be made available for inspection or furnished upon
request to a representative of the body awarding the contract,
the Division of Labor Standards Enforcement and the Division
of Apprenticeship Standards, of the Department of Industrial
Relations.
3. A certified copy of all payroll records enumerated in subdivision
(a) 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,' the Division of Apprenticeship
Standards, or the Division of Labor Standards Enforcement.
The public shall not be given access to such records at the
principal office of the contractor.
C. Each Contractor shall file a certified copy of the records enumerated in
subdivision (a) with the entity that requested such records within 10
days after receipt of a written request.
d. Any copy of records made available for inspection as case 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.
E e. The Contractor shall inform the body .awarding the contract of the
location of the records enumerated under subdivision (a), including the
street address, city and county, and shall, within five (5) working days,
provide a notice of a change of location and address.
f. In the event of non compliance with the requirements of this section,
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V
the Contractor shall have ten (10) days in which to comply subsequent
to receipt of written notice specifying in what respects such contractor
must comply with this section. Should noncompliance still be evident
after such ten day period, the contractor, shall, as a penalty to the
state or political subdivision on whose behalf the contract is made or
awarded, forfeit twenty-five dollars (S25.00) 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, such penalties shall be
withheld from progress payments then due.
7-3.1 Public Liability and Property Damage Insurance
The Contractor shall furnish to the City and maintain during the life of the
contract a public liability insurance policy in which the City is named as an
additional insured. The Contractor shall also hold harmless the City, its
officers and employees while acting within the scope of their duties, against
all claims arising out of or in connection with the work to be performed. The
policy shall provide for not less than the following amounts;
Combined Single Limit Bodily lniury and/or ProyertY
Damage lncludin- Rroducts Liability:
$1,000,000 combined single limit per occurrence.
Such policy shall provide coverage at least as broad as that provided in the
Standard Form approved by the National Bureau of Casualty Underwriters
together with such endorsements as are required to cover the risks involved.
The Contractor shall arrange for the policies to be so conditioned as to cover
the performance of"Extra Work," should such work become necessary.
Prior to the commencement of work under the contract, evidence of
insurance shall be furnished on a form provided by the City, and no other
form will be accepted. In addition, the Contractor shall furnish evidence of a
commitment by the insurance company to notify the City of the expiration or
cancellation of any of the insurance policies required hereunder not less than
thirty (30) days before any change in coverage, expiration or cancellation is
effective.
The Contractor shall also show proof of Workers' Compensation coverage or
a valid certificate of self-insurance.
7
L
7-5.1 Permits and Licenses
Except as otherwise specified in the Special Provisions, the Contractor shall
procure all permits and licenses, pay all charges and fees and give all notices
necessary and incident to the due and lawful prosecution of the work. These
permits and licenses shall be obtained in sufficient time to prevent delays to
the work. In the event that the agency has obtained permits, licenses or
other authorizations applicable to the work, the Contractor shall comply with
the provisions of said- permits, licenses and -other authorizations. The
Contractor shall obtain from the State of California, -the Industrial Safety
Permit required for the various construction items.
7-6.1 The Contractor's Representative
Contractor shall- also file with the Engineer, the address and telephone
numbers where he or his designated representative may be reached during
hours when the work is not in progress. Instructions and information given by
the Engineer to the Contractor's authorized representative in person, at the
address or telephone numbers filed in accordance with this section shall be
considered as having been given the Contractor.
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7-6.2 Superintendence
Whenever the Contractor is not present on any part of the work where the
City desires to give direction, orders will be given by the Director in writing,
and shall be received and obeyed by the Contractor's superintendent or
foreman in charge of the particular work in reference to which orders are
given.
7-8.5.1 Use of City Water System
The Contractor shall make arrangements with the City of Huntington Beach
Water Department for requirements, location of source and payment prior to
the taking of any water from the City system.
7-8.7 Noise Control
If the construction site is located adjacent to a residential area, the Contractor
shall take all necessary steps to limit the amount of noise emitting from
construction equipment used.
In addition, working hours shall be restricted to between the hours of 7:00 AM
to 6:00 PM. with the exception of certain areas as identified in the Route
Schedules.
8
7-8.8 Flow and Acceptance-of Water
In the course of water control, the Contractor shall conduct construction
operations to protect waters from pollution with fuels, oils, bitumens or other
harmful materials.
7� 0.1.1 Traffic and Access
Contractor shall require that an approved safety vest be worn by all
personnel who are working at this project site. -Any worker without a vest
may be ordered off the job by the inspector until such apparel is acquired.
Questions as to approved vests shall be directed to the Engineer.
The Contractor,shall provide for and maintain provisions for public traffic
throbgh the construction area at all times. Unless otherwise specified in
these Special Provisions, work shaft be in accordance with Sections 4-1.04,
7-1.08 through 7-1.95 inclusive, 15-1.02 through 15-2.05E inclusive, of the
State Department of Transportation, Standard Specifications, and as
provided for in Title 8 of State of California, Department of Industrial
Relations, Construction Safety Order, and Chapter 12.24, "Warning Lights---
Barricades" of the Huntington Beach Municipal Code.
The Contractor's attention is specifically directed to HBMC Section 12.24,
"Warning Lights — Barricades," pertaining to the use of barricades and lights
in excavation areas. Flashing barricades will be allowed as a substitute for
"lights" as described in that section.
7-10.1.2 Safety Precautions
Contractor shall require that an approved safety vest be worn by all
personnel who are working at this project site. Any worker without a vest
may be ordered off the job by the Inspector until such apparel is acquired.
Questions as to approved vests shall be directed to the Engineer.
Applicable sections of California Administrative Code, Title 8, concerning
electrical and construction safety standards and practices, shall be adhered
to and enforced by the Contractor.
77-15 Registration of Contractor
Prior to the award of contract, the Contractor shall be licensed in accordance
with the provisions of Article 1 to 9 inclusive of Chapter 9, Division 3 of the
Business and Progressions Code of the State of California and Amendments
thereof, providing for the registration of Contractors, and defining the term
Contractor; providing a method of obtaining licenses to engage in the
business of contracting and fixing the fees for such licenses; and prescribing
9
the punishment for violation of provisions thereof, as amended.
9-3.1.2 Payment General
Payment for the furnishing of all labor, material and equipment necessary to
perform all work indicated on the plans and described in these specifications
and Special Provisions shall be included in the contract unit prices bid for the
items listed on the Proposal and no additional compensation will be allowed.
Compensation for items of work shown or described, but not listed on the
proposal, will be considered to be included in the prices bid for listed items.
9-3.2.1 Progress Pa ments
The City shall monthly pay to the Contractor while performing-the work, the
progress payment balance, after deducting therefrom all previous payments
and all sums to be kept or retained under the provisions of the contract. No
estimate or payment shall be required to be made when in the judgment of
the Engineer, the work in not proceeding in accordance with the provisions of
the contractor when in his judgment the total value of the work done since the
last estimate amounts to less than three hundred dollars ($300).
9-3.2.2 Final Payment
The Engineer shall, after completion of the contract, make a final estimate of
the amount of work done thereunder and the value of such work, and the City
of Huntington Beach shall pay the entire sum found to be due after deducting
therefrom all previous payments and all amounts to be kept and all amounts
to be retained under the provisions of the contract. All prior partial estimates
and payments shall be subject to correction in the final estimates and
payment. The final payment shall not be due and payable until after the
expiration of thirty-five (35) days from the date of recording a Notice of
Completion.
It is mutually agreed between the parties to the contract that no certificates
given or payments made under the contract, except the final payment shall
be evidence of the performance of the contract, either wholly or in part,
against any claim of the party of the first part and no payment shall be
construed to be an acceptance of any defective work or unacceptable _
materials.
Section 10
10-1 Proposal Requirements
10
Examination of Plans, Standard Specifications, Special Provisions and
Site of Work
The bidder shall examine carefully the site of the work contemplated and the
proposal, plans, specifications and contract forms therefore. It will be
assumed that the bidder has investigated and is satisfied as to the general
and local conditions to be encountered; as to the character, quality and
quantities of the work to be performed and materials to be furnished; as to
the character of equipment and facil'Tes needed preliminary to and during the
prosecution of the work; and as to the requirements of these specifications.
It is mutually agreed that submission of a proposal shall be considered prima
facie evidence that the bidder has made such examination. No verbal
agreement or conversation with any officer, agent or employee of the City
either before or after the execution of this contract shall effect or modify any
of the terms or obligations herein contained.
10-2 Proposal Form
All proposals must be made upon blank forms to be obtained from the office
of the Purchasing Manager at the Civic Center, Huntington Beach, California.
The Bidder shall submit his Proposal on the form furnished him. Proposals
submitted on forms other than the one issued to the Bidder will be
disregarded.
All proposals must give the prices proposed both in words and numbers, of
which words will prevail over numbers, and must be signed by the Bidder with
his address and telephone number. If the proposal is made by an individual,
firm or partnership, name, post office address and telephone number must be
shown. If made by a corporation, the Proposal must show the name of the
state under which the laws of which the corporation, and the names, title and
business addresses and telephone number of the President, Secretary and
Treasurer.
10-3 Proposal Bid Bond
All bids shall be presented under sea'ed cover and shall be accompanied by
cash, a cashier's check, certified check or bidder's bond made payable to the
City of Huntington Beach, for an amount equal to at least ten percent (10%)
of the amount of said bid, and no bid will be considered unless, such cash,
cashier's check, certified check, or bidder's bond is enclosed therewith.
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10-4 Withdrawal of Proposals
Any bid may be withdrawn at any time prior to the hour fixed in the Notice to
Contractors for the opening of bids provided that a request in writing,
executed by the Bidder or his duly authorized representative, for the
withdrawal of such bid, is filed with the City Clerk. The withdrawal of a bid
shall not prejudice the right of,a Bidder to file a new bid.
10-5 Public Opening of Proposals
Proposals will be opened and read publicly at the time and place indicated in
the Notice to Contractors. Bidders or their authorized agents are invited to be
present.
10-6 Reiection of Proposals Containing Alterations, Erasures or Irregularities
Proposals may be rejected if they show any alterations of form, additions not
called for, conditional or alternative bids, incomplete bids, erasures, or
irregularities of any kind. Any mistakes and their subsequent corrections
shall be initialed by the Bidder. The right is reserved to reject any or all
Proposals.
10-7 Disqualification of Bidders
More than one proposal from an individual, a firm, a partnership, a
corporation, or an association under the same or different names will not be
considered. Reasonable ground for believing that any Bidder is interested in
more than one Proposal for the work contemplated will cause the rejection of
all Proposals in which such bidder is interested. If there is reason for
believing that collusion exists among any or all bidders, any or all Proposals
may be rejected. Proposals in which the prices obviously are unbalanced
may be rejected.
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PART 2
CONSTRUCTION METHODS AND DETAILS
A. GENERAL DESCRIPTION OF WORK
The work to be done, in general, consists of cold planing adjacent to gutters and
intersections, placement of pavement fabric, placement of bituminous pavement and
raising of water valves of approximately twelve (12) .Iocal streets in the City of
Huntington Beach; and furnishing of all labor, materials, tools, equipment and
incidentals necessary to perform and complete the work to the satisfaction of the
Engineer.
B. ADDITIONS TO THE STANDARD SPECIFICATIONS
The contractor shall perform the following in addition to or in accordance with the
Green Book Standard Specifications.
C. INSPECTION
All materials and work to be inspected by the Engineer.
D. POSTING APPLICATIONS
1. Application for temporary parking restrictions (posting).
a. This application must be filled out by Contractor and consist of four copies.
b. Take the completed forms to the Public Works counter (1st Floor Civic
Center), and ask for Traffic Engineer. _
c. Take the canary copy to Parking Control (1 st Floor Police Building), and rive
+� it to Karen Peterson, Parking Control.
d. The goldenrod copy is kept by contractor until completion of contract.
E. PREDETERMINED SCHEDULES
1. Work shall be performed during week days only.
2. No work shall be commenced prior to 7:00 A.M., and must be completed by 4:30
P.M. of each day.
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3. Streets must be posted at least (24) hours prior to start of work.
4. Door hangers explaining work and work schedules must be placed on each
residential door twenty-four (24) hours prior to commencement of work.
5. Work shall not be scheduled on the same day as trash pick-up.
6. All work to be completed within thirty (30) days of start of contract.
F. DESCRIPTION OF WORK
302-5.2 Cold Milling Asphalt Concrete Pavement
302.5.2.1 General. The Contractor shall cold mill existing asphalt concrete
pavement, as dimensioned and as otherwise designated on the Plans. Cold .
milling shall remove variable depths of asphalt concrete to provide an overlay key
at joins and over the width of the cold milled area. Additional widths of cold
milling may be required at various locations as determined by the Engineer. The
surface of pavement after milling shall be uniformly rough grooved or ridged as
directed by the Engineer. The grade shall not deviate from a suitable straight
edge by more than 3/8 inch at any point.
The contractor shall remove existing asphalt concrete overly from gutters adjacent
to any area specified to be cold milled, as directed by the Engineer.
The Contractor's attention is directed to 7-8.2.
302.5.22 Equipment. The machine used for milling shall meet the following
requirements:
The milling machine shall be specially designed and built for milling of bituminous
pavements without the addition of heat, with the ability to plane portiand cement
concrete patches in the bituminous pavement. The cutting drum shall be a
minimum of 60 inches wide and shall be equipped with carbide-tipped cutting
teeth placed in a variable lacing pattern to produce the desired finish.
The machine shall be capable of being operated at speeds from 0 to 40 feet per
minute. It shall be self-propelled and have the capability of spraying water at the
cutting drum to minimize dust. The machine shall be capable of removing the
material next to the gutter of the pavement being reconditioned and be designed
so that the operator can at all times observe the milling operation without leaving
the controls. The machine shall be adjustable for slope and depth and shall deep
cut in one pass a maximum of 3 inches without producing fumes or smoke.
15
The Contractor shall provide a smaller machine if required to trim areas
inaccessible to the larger machine at manholes, gate valve covers, curb returns,
and intersections. The small machine shall be equipped with a 12-inch-minimum-
width cutting drum mounted on a chassis allowing it to be positioned without
interrupting traffic or pedestrian flow.
302-5.2.3 Removal and Disposal of Material. During the milling operation, the
Contractor shall sweep the street with mechanical equipment and remove all
loosened material from the Project site until completion of the removal work. The
removal crew shall follow within 50 feet of the milling machine unless otherwise
directed by the Engineer. The Contractor shall take all necessary measures to
avoid dispersion of dust. All material removed shall be considered property of the
Contractor and shall be disposed of by the Contractor at its expense.
302-5.2.4 Traffic Signal Loop Detectors. Before cold milling pavement within
300 feet of a traffic signal, the Contractor shall notify the Agency at least 3
working days prior to commencing work within said area. Upon notification, the
Agency will mark the location of all existing loop detectors. The Contractor shall
not cold mill within 12 inches of these loop detector conductors.
302-5.2.5 Pavement Transitions. Areas where cold milling is done and which will
not be paved within 1 week, shall be overlaid with a 2-foot-minimum width of
asphalt concrete pavement transition adjacent to gutters, cross gutters, and
structures and at existing transverse join lines. Where_ the offset is less than 3/8
inch, the overlay may be omitted.
302-5.2.6 Measurement and Payment. Cold milling will be measured by the
lineal foot along the edge of the transverse joint lines, adjacent curb, gutter, or
cross gutter, or by the square foot as shown in the Bid.
213-1 Pavement Fabric
213-1.1 General. Pavement fabric shall be treated by heat or other processes
approved by the Engineer causing the fibers on one side only to become bonded
together, forming a glazed, delamination-free surface. The treated side of each
roll shall be marked for easy identification. The pavement fabric shall be
nonwoven, needle-punched polyester or polypropylene materials conforming to
Table 213-1.1. (A).
Pavement fabric shall be accompanied with a test certificate from an approved
testing laboratory with actual identification test results. The number and frequency
of testing shall conform to 213-1.3. Additional testing may be required by the
Engineer.
16
V
The fabric shall be protected from exposure to ultraviolet rays and stored in
accordance with 213-1.4.
TABLE 213-1.1 (A)
PROPERTY ASTM TEST NO. REQUIREMENTS
Weight, oz..Isq.yd. D 1776 3.5 to 5.0
Grab Tensile Strength (1-inch grip),lbs. D 4632 90 min.
Elongation at Break,% D 4632 40 min.. 100 max.
Fabric Thickness, Mils D 1777 30 to 50
Asphalt Retention, ozlsq. ft. See Note 1 3.50 min.
Grab Tensile Strength (1-inch grip),Ibs.
After Asphalt Saturation D 4632 200 min.
Elongation at Break. %
After Asphalt Saturation 04632 40 min., 70 max
i_ll
1. Test per 213-1.5. .
213-1.2 Identification. Fabric shall be furnished in rolls wrapped with protective
covering to protect them against ultraviolet radiation, abrasion, dust, dirt, mud,
debris, and other deleterious forces and substances. The fabric shall be free from
defects or flaws. Each roll of fabric in the shipment shall be marked or tagged to
identify the manufacturer, type, length, width, date and place_ of manufacture, and
production identification number.
213-1.3 Sampling and Test Compliance. A laboratory shall be maintained at or
near the point of manufacture to ensure quality control in accordance with ASTM
and other applicable testing procedures. The laboratory shall be approved by the
Engineer, and shall maintain records of its quality control results.
A manufacturer's certificate shall accompany the shipment and be delivered to the
Engineer prior to installation. The certificate shall include name or manufacturer,
chemical composition, product description, lot number, and test results, and
signature of an authorized official. A unit 'is 600 square yards or one roll,
whichever is less. A lot is the units produced by a single machine on a single
shift without interruption but not to exceed 1,000 units. The number of units
tested within a lot shall be equal to, but not less than, the cube root of the units
in that lot (fractions of a number to be rounded off to the next higher whole
number). Unless a greater number of tests are required by these or other
applicable specifications, a minimum of eight tests shall be performed in each of
the principal directions for each unit tested. The average of test values may be
less than specified. In the event of any failure, the entire lot will be rejected.
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213-1.4 Storage and Handling. Fabric shall be stored on clean, dry surfaces,
free'of foreign substances such as grease, oil, paint, epoxy, cement, or any other
substances which would have a deleterious effect on the fabric. When stored in
outside areas, fabric shall be kept 1 foot minimum above ground level. The
Contractor shall keep the fabric in its protective covering until it is ready for
installation. Opened rolls shall be covered by a waterproof cover. No hooks,
tongs or other sharp tools or instruments shall be used when handling any fabric.
Fabric may be unloaded or handled in one of the following ways:
1) By placing slings under the ro!Is; or
2) By using a pole inserted thrcugh a hollow core, provided the pole
extends 1 foot minimum beyond each end of the core, and lifting and
handling devices are attached to only that portion of the pole located
outside the ends of the core; or
3) By hand.
213-2 Geotextiles
213-2.1 General. This section applies to nonwoven and woven geotextiles.
Nonwoven geotextiles shall be needle punched or needle entangled and shall
consist of long chain polymeric filaments of polypropylene, polyester, or nylon.
The fabric shall be a stable network of fibers which retain their positions relative
to each other. Heat bonding on one side is acceptable.
213-2.2 Physical Properties. Nonwoven and woven geotextiles shall meet the
requirements for the type indicated in the appropriate table.
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TABLE 213-2.2 (A)
NONWOVEN
Type'
PROPERTY TEST REFERENCE 90N 18ON 250N
Grab Strength ASTM D 4632 90 180 250 _
lbs., Min.
Elongation, ASTM D 4632 50 50 50
Minimum
(at peak load)
Min.
Puncture Strength, ASTM D 3787 45 80 115
tbs., Min.
Permitivity, ASTM D 4491 0.7 0.7 0.7
Sec'', Min.
Burst Strength, ASTM D 3786 180 320 360
Psi, Min.
Toughness, % Elongation x 5,500 10,000 14,000
lbs., Min. Grab Strength
Ultraviolet Resist. ASTM D 4355 70 70
% Strength 70
Retained
0 500
Weatherometer
Hours
1. N=Nonwoven
2. Minimum roll average in the weakest principal direction.
213-2.3 Identification. Geotextiles shall be fumished in rolls wrapped with
protective covering to protect them against ultraviolet radiation and abrasion. Tom
wrappers shall be repaired within 48 hours, using an approved protective covering.
Each roil of fabric shall be marked or tagged to identify the manufacturer, type
length, width, and production identification number.
213-2.4 Sampling and Test Compliance. Sampling and testing shall conform to
the requirements of 213-1.3.
213-2.5 Storage and Handling. Storage and handling shall conform to the
requirements of 213-1.4.
302-7 Pavement Fabric
3D2 7.2.1 Pavement Preparation.. The surface of the distressed pavement shall
be prepared as required by the Plans or Specifications prior to placement of the
tack coat and pavement fabric. The fabric shall then be covered with an overlay
of asphalt concrete.
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p
302-7.2.2 Tack Coat. The tack coat shall be AR 4000 paving asphalt.
Tack coat shall be applied uniformly prior to placing fabric. The entire surface to
be covered shall be free of water, foreign matter, vegetation, or dust before
application of the tack coast.
The tack coat shall be sprayed with an asphalt distributor at the rate of 0.25 t
0.02 gallon per square yard or as directed by the Engineer. On a new asphalt
concrete leveling course, the rate sha't be 0.20 t 0.02 gallon per square yard.
Hand spraying shall be kept to a minimum.
The width of the sprayer application shall be no more than 6 inches and no less
than 2 inches wider than the fabric width.
The temperature of the tack coat shall not exceed 325°F when the fabric is .
placed.
302-7.2.3 Fabric Placement. Pavement fabric shall not be placed in areas where
the asphalt concrete overlay is less than 1-1/2 inches thick.
If manual laydown methods are used, the baric shall be unrolled, stretched,
aligned, and placed in increments of approximately 30 feet.
Adjacent borders of the baric shall be lapped 2 to 4 inches after placement. The
preceding roll shall lap 2 to 4 inches over the following roll in the direction of
paving at ends of rolls or at any break. If the lap exceeds 4 inches, a tack coat
shall be placed to bond the two layers of fabric together and both tack coast and
fabric shall lap by the same amount.
The fabric shall be placed with the treated side up and shall be seated with
brooms or pneumatic rolling equipment after placing. Turning of the pavement
machine and other vehicles shall be gradual and kept to a minimum to avoid
damage.
Pavement fabric shall not be placed more than 600 feet in advance of paving
operations unless allowed by the Engineer. No more fabric shall be placed than
can be covered that day.
If the fabric is placed within 50 feet of the tack coat spray bar, the first 30 feet of
each roil shall be placed by hand, if directed by the Engineer, to allow inspection
of the tack coat application.
Fabric shall be placed with no wrinkles that lap. The test for lapping shall be
made by gathering together the fabric in a wrinkle. The two sides of the wrinkle
20
shall be pressed together from pavement surface to a fold point with equal
amounts of fabric on both sides of the fold point down to the pavement surface.
• If,the height of the doubled portion of extra fabric exceeds 1/2 inch, the fabric
shall be cleanly cut to remove the wrinkle. The cut shall be made on the side of
the wrinkle away from the paving operation. The opposite or longer side shall be
lapped over the shorter and the re-laid wrinkle area shall be pressed and
smoothed into place against the pavement surface. Any lap in excess of 2 inches
shall be cleanly cut away, and then overlapped in the same manner as for smaller
laps. A minimum 1/2 inch overlap shall be provided in all cases when a wrinkle
area is re-laid.
Pavement fabric shall not be reduced more than 2 inches on each side after being
placed on the tack coat. If the overall width is reduced more than 4 inches, then
the operation shall be stopped and the temperature of the tack coat immediately
prior to placement of the fabric or the type of fabric shall be changed.
Care shall be taken to avoid tracking tack coast onto the pavement fabric or
distorting the fabric during seating of the fabric with' rolling equipment. If
necessary, exposed tack coat shall be covered a lightly with sand.
A small quantity of asphalt concrete, to be determined by the Engineer, may be
spread over the fabric immediately in advance of placing asphalt concrete
surfacing in order to prevent fabric from being picked up by construction
equipment.
Public traffic will not be allowed on the bare fabric. However, traffic may be
allowed to cross the fabric under traffic control. The Contractor may be required
to place a small quantity of asphalt concrete over the fabric to protect it from
damage.
Full compensation for advance spreading of asphalt concrete over the fabric shall
be considered as included in the Contract Unit Price paid for asphalt concrete and
no additional compensation will be allowed therefor.
302-7.3 Measurement and Payment. Pavement fabric will be measured and paid
for by the square yard for the actual pavement area covered.
The Contract Unit Price paid per square yard for pavement fabric shall include full
compensation for furnish and placing pavement fabric, including the tack coat.
203-6 Asphalt Concrete
203-6.1 General. Asphalt concrete shall be the product of mixing -mineral
aggregate, crushed slag aggregate, or a combination of these aggregates with
21
a t 1
asphalt binder at a central mixing plant.
Asphalt concrete will be designated by class and grade, i.e., "C2-AR-4000" and
shall conform to the requirements in th s section.
203-6.2 Materials
203-6.2.1 Asphait. The asphalt binder to be mixed with the aggregate shalt be
paving asphalt or liquid asphalt conforming to 203-1 or 203-2 and the grade shall
be specified by the Agency or its representative.
203-6.2.2 Aggregate. Coarse aggregate shall be crushed rock or slag conforming
to 200-1.2.
If steel slag aggregates are used to make asphalt concrete, no other aggregates
shall be used in the mixture except that up to 50 percent of the material passing
the No. 4 sieve may consist of iron blast furnace slag aggregates or natural
aggregates or a combination thereof. The rate of feed of each type of aggregate
shall be maintained within 10 percent of the amount set. Adequate means shall
be provided for controlling and checking the accuracy of the feeder.
Fine aggregate for asphalt concrete shall be sand, rock dust, slag, mineral filler,
or a blend of these materials. Sand shall conform to the requirements of 200-
1.5.2 Rock dust and slag shall conform to the requirements of 200-1.2.
If fine aggregate for asphalt concrete is deficient in material passing the No. 200
sieve, mineral filler conforming to requirements of 203-6.3.1, the individual grading
required by 200-1.2 may be waived. Percentages for the combined gradings,
within the specified limits, shall be of such uniformity that the material passing the
indicated sieves during any day's run will not exceed the maximum variation as
specified in 203-6.3.2.
203-6.2.3 Mineral Filler. Mineral filler shall consist of portland cement or
mechanically reduced rock. Mechanically reduced rock shall conform to the
grading in Table 203-6.2.3(A) when tested in accordance with ASTM D 422.
203-6.3 Asphalt Concrete Mixtures.
203-6.3.1 Combined Aggregates. Combined aggregates, after all processing
except the adding of asphalt and mineral filler, shall have a 50 minimum sand
equivalent when tested by Calif. Test 217.
22
• TABLE 203-6.2.3 (A)
PARTICLE SIZE PERCENTAGE
Passing No. 200 Sieve 75-100
Finer than 0.05mm 65-100
Finer than 0.02mm 35-65
Finer than 0.01 mm 26-35
Finer than 0.005mm 10-22
When there is a difference in specific gravity (bulk saturated surface dry per
ASTMC C 127 and 128) of 0.2 or more between that portion retained and that
portion passing a No. 4 sieve, the grading will be modified as provided by Calif.
Test 105.
203-6.3.2 Composition and Grading. The grading of the combined aggregates
and the percentage of asphalt binder shall conform to the requirements indicated
in the following tabulations in which the percentages shown are based on the
weight of dry aggregate only:
TABLE 203-6.3.2 (A)
Percentage Passing Sieves
CLASS B C1 C2 D1 D2 E F
Sieve Dense Open Dense Open Dense Extra Channel
Size Medium Medium Medium Fine Fine Fine Liner
Coarse
1' 100
314' 87-100 100 100
1J2- 70-87 90-100 95.100 100 100
3/8' 55-76 72-88 72-88 90-100 95-100 100 100
No. 4 35-52 40-54 46-60- 40-54 58-72 65-85 95-100
No. 8 22-40 18-34 28-42 20-32 34-48 45-65 .. 70-84
No. 30 8-24 8-20 15-27 6-18 18-32 22-38 36-50
No. 50 5-18 4-14 10-20 2-12 13-23 16-28 23-35
No.200 0-7 1-6 2-7 0-5 2-9 6-12 6-12
Asphalt
Binder% 4.5-5.8 4.6-6.0 4.6-6.0 4.8-6.5 4.8-6.5 5.8-7.8 8.0-10.0
Stabilometer
Value 'S'
(min.) 35 33 33 30 1 30
23
The minimum stability ("S") value shall be per Calif. Tests 304 and 366.
The exact proportions of aggregate and the amount of asphalt binder for each
type of mixture shall be regulated as directed by the Engineer. When slag
aggregate or highly absorptive aggregate with a K factor greater than 1.7 per
Calif. Text 303 is used, the maximum percentage for asphalt binder may be
increased up to 2.0 percentage points over the values shown in the table.
Percentages for the combined gradings, within the specified limits shall be of such
uniformity that material passing the 'indicated sieves during any day's run will not
exceed the following maximum variations:
No. 4 Sieve - 6 percentage points.
No. 30 Sieve - 5 percentage points
No 200 Sieve - 3 percentage points.
The gradations in the above tabulations represent the limits which shall determine
the suitabitity of aggregate for use from the sources of supply. The aggregate as
finally selected shall have a gradation within the limits designated in the
tabulations and shall not vary from the low limit on one sieve to the high limit on
the adjacent sieve or vice versa, but shall be uniformly graded from coarse to fine
and shall conform to ASTM C 136 and C 117 or Calif. Test 202.
302-5.5 Distribution and Spreading. The Contractor shall provide and install a
header upon the line of termination of asphalt pavement where shown on the
Plans or required by the Specifications. Such headers shall remain in place upon
completion of the improvements.
Headers shall be 2-inch (nominal size) lumber, the vertical dimension of which
shall be within 112 inch of the thickness of the pavement at the headerline. The
headers shall have a firm bearing on the header subgrade and the top edges shall
be set to conform to the grade of the proposed street surface. Side stakes 2
inches by 3 inches (nominal size), 18 inches long, or longer, and spaced not over
4 feet apart, shall be driven on the outside of the headers to a depth of 1 inch
below the top edge and then nailed to the header. The joints between the
individual boards being used as headers shall be spliced with a 1-inch thick
(nominal size) board of the same height as the header and not less than 24
inches long.
At the time of delivery to the Work site, the temperature of mixture shall not be
lower than aft or higher than 320°F, the lower limit to be approached in warm
weather and the higher in cold weather.
24
Asphalt concrete shall not be placed when the atmospheric temperature is below
40OF or during unsuitable weather.
The asphalt concrete shall be evenly spread upon the subgrade or base to such
a depth that, after rolling, it will be of the specified cross section and grade of the
course being constructed.
The depositing, distributing, and spreading of the asphalt concrete shall be
accomplished in a single, continuous operation by means of a self-propelled
mechanical spreading and finishing machine designed specially for that purpose.
The machine shall be equipped with a screed or strike-off assembly capable of
being accurately regulated and adjusted to distribute a layer of the material to a
definite predetermined thickness. When paving is of a size or in a location that
use of a self-propelled machine is impractical the Engineer my waive the self-
propelled requirements.
Asphalt concrete of the Class indicated in the following table shall be laid in
courses not exceeding 6 inches in thickness.
TABLE 302-5.5 (A)
Specified Total Minimum
Thickness of Pavement Number Class
of of
Greater But Not Courses Mixture
Than More Than
(Inches) (inches) _
0 1 1 D1 or D2
1 1 1/2 1 C1 or C2
1 1/2 4 1 C1, C2 or B
as directed.
4 -- 2 C1, C2 or B
as directed.
Spreading, once commenced, must be continued without interruption. No greater
amount of the mixture shall be delivered in any one day than can be properly
distributed and rolled during that day.
25
Successive courses may be laid upon previously laid courses as soon as the
previous course has cooled sufficiently to show no appreciable displacement
under equipment load.
The asphalt concrete surface of an alley shall be warped up to meet paved
driveways which are 6 inches or less above grade. Such warping shall not extend
more than 18 inches into the alley and shall be accomplished by thickening the
pavement.
302-5.6 Rolling
302-5.61 General. Asphalt concrete shall be thoroughly compacted by rolling.
The number of rollers used with each paving operation shall not be less than
specified below:
TABLE 302-5.6.1 (A)
Rollers Required
Compacted Thickness
Tons Placed per Hour
i 1 J2" More than
or less 1 1J2"
Less than 100 1 1
100 to 200 2 2
201 to 300 3 2
More than 300 1 4 3
Self-propelled compacting rollers shall meet the following criteria:
1) Three-axle tandems, two-axle tandems, and three-wheeled rollers used
for breakdown rolling shall be of such weight that the compression load
on the drive wheels is at least 325 pounds per inch of tire width.
2) Vibratory rollers used for breakdown or intermediate rolling have a
compactive effort of not less than a dynamic force of 21,000 pounds.
3) Two-axle tandem rollers used for intermediate and finish rolling shall
weigh not less than 8 tons.
4) Pneumatic-tired rollers used for intermediate rolling shall be the
oscillating type having a width of not less than 4 feet and equipped with
26
e
pneumatic-tires of equal size and diameter, having treads satisfactory to
the Engineer. Wobble-wheel rollers will not be permitted. The tires shall
• - be so spaced that the gap between adjacent tires will be covered by the
tread of the following tire. The tires shall be inflated to 90 psi or such
lower pressure as designated by the Engineer, and maintained so that
the air pressure will not vary more than 5 psi from the designated
pressure. Pneumatic-tired rollers shall be so constructed that the total
weight of the roller can be varied to produce an operating weight per tire
of not less than 2,000 pounds. The total operating weight of the roller
shall be varied as directed by the Engineer.
A two-axle tandem roller, weighing at least 5 tons may be used when the
areas to be paved are not to be subjected to vehicular traffic and when
the asphalt is placed in these areas at a rate less than 100 tons per hour.
Other rollers may be used subject to prior approval by the Engineer.
As soon as the layer of asphalt concrete has been placed, it shall be
thoroughly compacted by rolling. Except when compacting lifts greater
than 4 inches in compacted thickness, rolling shall be commenced along
the lower edge of the area to be rolled and continued until the edge is
thoroughly compacted, after which the roller shall be gradually advanced
to the crown point, both sides being rolled in like manner. Rolling shall
be continued until the pavement layer has become thoroughly compacted
throughout and is true to grade and cross section.
For lifts greater than 4 inches in compacted thickness, rolling shall be
commenced in the middle of the mat, after which the roller shall be
gradually advanced to both edges. The roller should be advanced to a
supported edge first, if applicable. Rolling of an unsupported edge
should be delayed as long as possible, provided the required densities
are obtained after the completion of the finishing rolling.
All rollers must be maintained in good mechanical condition, and those
that cannot be driven along a straight path or operated without jerking,
shall not be used. No leakage of petroleum products from any roller shall
be allowed to come in contact with pavement being constructed, nor shall
any roller be permitted to stand motionless on any portion of the work.
The surfaces of all roller wheels shall be treated with sufficient water to
prevent the pickup of bituminous materials, but under no circumstances
shall the quantity of water used be detrimental to the surface of the
pavement being rolled.
27
r
302-5.6.2 Density and Smoothness. Upon completion, the pavement shall be
true to grade and cross section. When a 10-foot straightedge is paid on the
finished surface parallel to the centerline of the roadway, the surface sha!I not vary
from the edge of the straightedge more than 1/8 inch, except at intersections or
at changes of grade. Any areas that are not within this tolerance shall be brought
to grade immediately following the initial rolling.
However, if the paving material has been cooled below the lower limits of the
spreading temperatures prescribed in 302-5.5, the surface of the pavement shall
be brought to a true grade cross section by removing the paving material in the
area to be repaired, by an approved method, to provide a minimum laying depth
of 1 inch of the new pavement material at the join line. Repairs shall not be made
to pavement surfaces by feather-edging at joins.
The compaction after rolling shall be 95 percent of the density obtained with the
California Kneading Compactor per Calif. Test 304.
The field density of compacted asphalt concrete shall be determined by:
1) A properly calibrated nuclear asphalt testing device in the field, cr
2) ASTMD 1188 when slabs or cores are taken for laboratory testing. Zinc
stearate may be substituted for paraffin.
In case of dispute, method 2) above shall be used.
302-5.7 Joints. Joints between successive runs shall be vertical and at right
angles to the line of the improvement. Care shall be exercised in connection with
the construction of all joints to ensure that the surface of the pavement is Prue to
grade and cross section. Lapped Joints will not be permitted.
302-5.8 Manholes. City Sewer crews to provide and place riser rings on day of
paving.
302-5.9 Measurement and Payment. Asphalt concrete pavement will be paid for
at the Contract Unit Price per square foot, or at the Contract Unit Price per Ion as
shown in the Bid. Such price shall constitute full compensation for the preparation
of subgrade and applying tack coat if required. Resetting, reconstructing, or
adjusting manhole or vault frames and covers to grade will be paid for as provided
in 301-1.7.
When payment is to be made on a tonnage basis, the Contractor shall furnish to
the Engineer at the time of delivery of the material to the job site a legible copy
of a licensed weighmaster's certificate showing gross, tare, and net weights of
28
each truckload of asphalt concrete mixture. Failure of the Contractor to provide
a certificate to the Engineer by the end of the day on which the material
represented by such certificate is delivered to the job site may, at the discretion
of the Engineer, result in the forfeiture of all payment for such material, including
any labor and equipment costs included in the price for furnishing and placing the
asphalt concrete.
When an automatic hatching system is used, the licensed weighmaster's
certificate may show only the net weight of material in the truck load. These
certificates may be signed by a representative of the Engineer at the plant as well
as the project site. These certificates iwll be used as the basis of payment.
If steel slag aggregates are used to make asphalt concrete, and if the specific
gravity of a compacted stabilometer specimen is in excess of 2.40, the actual
weight of the asphalt concrete shall be adjusted for payment purposes. The
stabilometer specimen will be fabricated in accordance with the procedures in
Calif. Test 304 and the specific gravity of the specimen will be determined in
accordance with Calif. Test 308, Method C. The adjusted pay quantity will be
determined by multiplying the actual weight of each by 2.40 and dividing the result
by 'the specific gravity of the compacted stabilometer test specimen. Such
adjustment will be applied by the Engineer as often as is necessary to ensure
accurate results.
Payment for installing headers, where required, will be made at the Contract Unit
Price per linear foot for headers.
�f
29
Attachment #1
�p
2000-A OVERLAY
NUM. DIST. STREET , FROM TO - SQ. FT.
1 146001 PELICAN MC FADDEN DOVEWOOD 30,800
2 146040 DOVEWOOD BOLSA CHICA HUMMINGBIRD 46,480
3 146050 HUMMINGBIRD DOVEWOOD SKYLARK 61,400
41146060 SKYLARK HUMMINGBIRD ORIOLE 40,160
5 146070 ORIOLE SKYLARK ROBINWOOD 21,720
6 146080 ROBINWOOD BOLSA CHICA HUMMINGBIRD 44,280
7 146100 BLUEBIRD DOVEWOOD ROBINWOOD 40,440
8 146120 FLAMINGO BLUEBIRD END 22,160
91146130 BLUEJAY BLUEBIRD END 22,160
10 146150 CHEMICAL MC FADDEN SYSTEM 101,420
11 146160 SYSTEM CHEMICAL MANUFACTURE 23,540
12 146170 MANUFACTURE SYSTEM PRODUCTION 15,664
13 146180 PRODUCTION GRAHAM ST CHEMICAL 48,576
14 146200 RESEARCH CHEMICAL GRAHAM ST 49,192
15 146210 CONTAINER RESEARCH MC FADDEN 46,992
16 155020 WAIKIKI EDINGER SCENARIO 63,360
17 155040 HILO WAIKIKI END 19,800
18 155050 MAUI WAIKIKI END 19,800
19 155060 OAHU WAIKIKI END 21,492
20 155080 OPERETTA FANTASIA OPERA 40,800
21 155090 OPERA HONOLULU OPERETTA 9,468
22 155150 RHAPSODY MELODY FANTASIA 42,520
23 155170 BALLAD MINUET END 36,200
24 155180 SUITE BALLAD FANTASIA 30,160
25 155190 PRELUDE FANTASIA MELODY 40,800
26 155200 WALTZ PRELUDE END 17,040
27 155210 ARIA PRELUDE END 17,040
28 166001 REGINA HEIL END 21,420
29 166040 STALLION END PARLEY 30,096
30 166060 GRAZ STALLION END 11,016
31 199070 FRESHWATER INLET END 17,640
32 199080 CLEARWATER INLET END 17,532
33 252020 KIM RHONE END 9,720
34 252030 AMAZON SHER GANGES 31,716
35 252040 GANGES AMAZON VOLGA 10,080
36 252050 VOLGA GANGES SHER 31,068
37 252060 SHER EDINGER JULIETTE LOW 68,256
38 252070 ANITA SHER NANCY 68,256
39 252080 JULIETTE LOW ANITA SILVER 31,248
40 252110 NANCY RHONE MARK 32,616
41 252120 MARK NANCY ALHAMBRA 7,740
42 252150 PARKSIDE EDINGER HOLT 47,736
43 252160 ALDRICH PARKSIDE BEACH BL 23,256
44 252180 HOLT IPARKSIDE I BEACH BL 1 23,724
master overlay As 1 7/28/00
2000-A OVERLAY
NUM. DIST.' STREET _ TCHI�RYSLER
FROM -�; TO SQ. FT.
45 252190 MAC DONALDCH BL END 23,112
46 262160 VIEWPOINT DAMASK 43,488
47 262180 MOONSHADOW VIEWPOINT END 10,080
48 262200 NICHOLS WARNER END 21,960
49 262040 RHINE DR RHONE HEIL 83,232
50 262080 THAMES RHINE DR HEIL 25,920
51 262090 DANUBE THAMES RHONE 35,172
52 262100 TIBER RHINE DR SEINE 27,000
53 262110 SEINE TIBER THAMES 27,072
54 262120 DON RHINE DR CHARLES 21,600
55 262130 CHARLES DON RHINE DR 17,784
56 412070 FLORIDA MAIN GARFIELD 67,752
57 271180 PALMDALE WARNER CEDAR 32,832
58 271190 CAIN GOTHARD END 10,764
59 271170 CEDAR PALMDALE GOTHARD 10,800
60 271001 BETTY GOLDENWEST END 33,660
61 271030 FORD GOLDENWEST END 32,688
62 271110 SLATER SVC RD LUCERO END 8,784
63 271100 LUCERO NIMROD SLATER 9,648
64 272070 OAK MANDRELL WARNER 51,660
65 272080 FIR OAK EMERALD 9,720
66 272090 EMERALD FIR CYPRESS 17,820
67 272100 BELSITO EMERALD NICHOLS 5,184
68 272110 CYPRESS EMERALD OAK 10,872
69 422050 ENGLAND YORKTOWN END 20,772
70 422060 FLORIDA YORKTOWN GARFIELD 94,140
71 422070 JANA FLORIDA END 7,308
72 422090 WILLIAMS BEACH BL FLORIDA 21,528
73 424110 SAUSALITO NAPLES LORRAINE 17,820
74 424120 ACAPULCO SAUSALITO END 161668
75 424130 LORRAINE SAUSALITO BAYWATER 31,176
76 424140 LOMBARDY LORRAINE YORKTOWN 22,680
77 424200 SAILPORT CORALWOOD END 51,660
78 424210 ROCKCREST YORKTOWN SAILPORT 4,140
79 424190 CORALWOOD CRESCENT SEAHURST 33,984
80 424240 CRESCENT CORALWOOD PISMO 39,420
81 424150 BAYWOOD CORALWOOD SAILWIND 12,600
82 424270 SAILWIND BAYWOOD SEASPRAY 9,720
83 424290 SUNCORAL PISMO BAYWATER 8,892
84 435030 OCCIDENTAL VERONICA MADELINE 30,672
85 435060 WARFIELD OCCIDENTAL SANDERSON 18,000
86 435100 PIONEER MAGNOLIA ILOTUS 39,960
87 435120 ADAMS SRV RD END ILOTUS 15,120
88 435160 WATERBURY YORKTOWN ICAPE COD 44,352
master overlay As 2 7/28/00
2000-A O VERLA Y
NUM. DIST. -I'STREET FROM I TO SQ. FT.
89 435180 HYANNIS PORT WATERBURY BUSHARD 37,800
90 435190 BUSHARD SVC RD HYANNIS PORT PORT GREENWICH 28,548
91 435220 1 GREENWICH BUSHARD WATERBURY 36,900
92 4352901 PROVIDENCE CAPE COD ADAMS 46,620
SUB-TOTAL 2,785,668
master overlay As 3 7/28/00
2001-A O VERLA Y
NUM. DIST. STREET FROM TO SQ. FT.
93 425060 HICKORY HYDE PARK ANNIK 55,440
94 425070 BRABHAM HICKORY MC LAREN 32,040
95 425080 MC LAREN MOORE PARK ANNIK 25,200
96 425100 ANNIK MC LAREN HICKORY 33,48C
97 425130 KREPP WATERBURY STEVEN 34,20
98 425140 STEVEN KREPP RONNEY 7,812
99 425150 RONNEY BUSHARD JOICE 12,492
100 425160 JOICE RONNEY GRAND 25,632
101 425190 GRAND END WATERBURY 36,900
102 425220 VELARDO BUSHARD WOODWARD 40,572
103 425230 WOODWARD VELARDO END 27,972
104 425240 LITCHFIELD WOODWARD BUSHARD 37,620
105 425250 BUSHARD SVC RD. LITCHFIELD VELARDO 9,216
106 425280 PAULINE LITCHFIELD GARFIELD 19,836
107 434080 TOPEKA SALT LAKE DOLPHIN 36,432
108 434090 ANCHORAGE TOPEKA HELENA 17,064
109 434095 ANCHORAGE HELENA TRIDENT 26,964
110 434120 ALBATROSS WINDWARD WESTWINDS 36,072
111 434130 WESTWINDS ALBATROSS CLIPPER 63,180
112 434260 ESTUARY DOLPHIN ADAMS 48,960
113 434280 FELCLIFF ADAMS DOREMERE 42,840
114 434290 DOREMERE FELCLIFF NEWLAND 40,680
115 434300 BRIARLY DOREMERE LOWMEAD 36,000
116 434310 LOWMEAD BRIARLY LEECREST 22,500
117 434320 LEECREST LOWMEAD LARKPORT 8,460
118 434350 BELLMEAD IFELCLIFF BRIARLY 34,740
SUB-TOTAL 812,304
master overlay As 4 7/28/00
2001-A OVERLAY
NUM. DIST. �' ` STREET {�.FROM _ ,TO 'SQ. FT.
1191
147001 RESEARCH GRAHAM ST PRODUCER 87,076
120 147030 PRODUCT McFADDEN RESEARCH 47,432
121 147040 COMPUTER RESEARCH McFADDEN 47,432
122 147050 COMMERCE McFADDEN RESEARCH 47,432
127 177030 ROGERS BERLIN END 46,800
128 177080 TWAIN ROGERS KERN 33,480
129 177120 BRANNEN SPRINGDALE APEL 32,328
130 177130 APEL BRANNEN FRANS 59,940
131 177140 FRANS APEL END 21,600
132 177170 WENDY FRANS END 9,108
133 177180 TILBERG APEL FORBES 26,100
134 177200 FORBES APEL NORDINA 41,760
135 177210 NORDINA FORBES WILD ROSE 36,360
136 177220 WILD ROSE NORDINA BRANNEN 56,880
137 177230 LIEGE WILD ROSE CHAPPARAL 21,780
138 177240 CHAPPARAL LIEGE NORDINA 49,140
139 188080 GALIPEAN COLLIE PRESCOTT 20,664
140 188170 ARMADA FLINTSTONE EDWARDS 44,748
141 188110 TORIN PRESCOTT FLINTSTONE 7,776
142 188130 NUTWOOD PRESCOTT END 12,600
143 188140 FLINTSTONE FENLEY VATCHER 58,788
144 188150 VATCHER FLINTSTONE EDWARDS 45,360
145 188160 FALLINGWATER EDWARDS FLINTSTONE 43,920
146 188180 COLLINS MORION ARMADA 14,400
147 188240 SKYE BALMORAL BRAEMAR 8,640
148 188250 BRAEMAR SKYE ORKNEY 21,060
149 188260 ORKNEY BRAEMAR END 5,112
150 188270 HIGHLAND BRAEMAR TALBERT 8,172
151 188280 VARSITY SRV RD HIGHLAND END 181000
152 188310 HAMSHIRE SPRINGDALE HALLCROFT 41,760
153 188320 HALLCROFT HAMSHIRE VARSITY 17,460
154 188330 FOXSHIELD HALLCROFT BLUEGATE 25,632
155 188340 EDWARDS SVC RD VATCHER ARMADA 29,376
156 188370 MC KINNEY ARMADA END 12,420
157 188380 STEINER ARMADA END 12,420
158 188400 DELLGLEN FOXSHIELD END 13,140
159 188430 FERNPOINT HAMSHIRE END 15,768
160 273001 A WARNER BLAYLOCK 22,500
161 273020 B BLAYLOCK WARNER 22,500
162 273030 BLAYLOCK BEACH BL BARCELONA 39,600
163 273100 POLDER HAGUE END 20,232
master overlay As 5 7/28/00
L001-A O VERLA Y
NUM DIST. STREET FROM - , TO SO FT
164 273120 VAN DYKE REMBRANDT AMSTERDAM 16,020
165 273150 KAMPEN VALENCIA AMSTERDAM 34,020
166 273180 HOLLAND MARKEN JEFFERSON 30,960
167 273210 MEER HOLLAND JEND 20 304
168 273220 WAAL HOLLAND JEND 20,304
16912-732501 MAJOR B JEND 10,800
TOTAL 1,379,104
master overlay xis 6 7/28/00