Date:
VWNA Project #:
Administration
Engineering Proposed by:
Planning Morgan Mackay, Veolia Water West Operating Services Design X
Construction X Reviewed by:
Construction Rodrigo Vignau, Veolia Water West Operating Services Sanitary Sewer X
Storm Sewer Reviewed by:
Sanitary P.S. Mary Phelps, Water Resource Division Manager Storm P.S.
Wastewater Reviewed by:
City of Richmond, Finance Department - Funding Source
Other (specify below)
Approved by:
Daniel Chavarria
City of Richmond, Director of Public Works
Approval Date:
Original Line Item Approved Cost: 1,755,800.00$
Approved Markup/Margin 289,707.00$
Previously Authorized Amount: $0.00 Total Authorized Amt.: 2,045,507.00$ Scope of Services
2023-24 Grade 5 RAA Line Repl. - Phase I Veolia Markup
Bids/Estim. SUBTOTAL 16.50% TOTAL
APB General Engineering 1,690,800 1,690,800 278,982 1,969,782 40,000 40,000 6,600 46,600
Questa Engineering- testing 25,000 25,000 4,125 29,125 TOTAL 1,755,800 1,755,800 289,707 2,045,507 Attachments
Copy of APB General Engineering's bid
Scope of Work Attachment A copy
Testing proposal - Questa Engineering
TASK
AUTHORIZATION
May 29, 2024
Activity Classification
(Check applicable)
2024-25 Grade 5 RAA Line Replacement Project - Phase I
TBD
The 2023-24 Grade 5 RAA Replacement Project - Phase I replaces (24) pipelines with an approximate combined length of 7,191 lineal feet. This task authorization is submitted based on direction provided by the City of Richmond to perform the following full line replacements:
The pipe segments to be rehabilitated for this project are identified in Scope of Work Attachment A (see attached). The work will include replacement of deteriorated sewer pipe segments within the collection system using pipe bursting or open cut as discussed further below, including installing new manholes where indicated on Attachment A. For pipe replacement work, pipe bursting is the preferred method followed by open cut. The Contractor shall conduct a pre-CCTV to locate and reinstate laterals. A complete NASSCO graded post-construction CCTV survey of the entire line segment (manhole to manhole) shall be completed upon completion of the work (no later than one month after the repair or replacement) and provided to Veolia.
This project was competitively bid to be performed on a "design-build" basis, and the Contractor is responsible for engaging the services of an engineering firm to issue design drawings for lines with utility conflicts and other constructability issues and also issue the final as-built drawings. Hence, per the City's direction, no engineered drawings were provided for this pipe replacement project. T&M not to exceed fees are included for compaction testing services as well as engineering support services in this proposal. All services provided for design support by V. W. Housen & Associates and for compaction testing services by Questa Engineering shall be tracked by Veolia and billed to the City with associated markups. All unused funds and associated Veolia markup shall return to the City.
On March 20, 2024, the City posted the Request for Bids on Bids Online, and Veolia conducted a mandatory pre-bid meeting with ten (10) participants on April 3, 2024. On April 16, 2024, five (5) bids were received from qualified contractors; the apparent low bid received was from APB General Engineeri ng in the amount of $1,690,800.00. Veolia evaluated all of the bids and found them to be responsive and complete and recommend awarding the contract to APB General Engineering, who is the low bidder. Their bid is attached.
The total authorization amount of this TA is $2,045,507.00, which includes Veolia's 16.5% markup as well as NTE estimated design and testing amounts for V.W. Housen & Associates and Questa Engineering, respectively.
V.W. Housen & Associates - design
support (estim.)
BIDRETURNABLES
INVITATIONTOBID
2023-24GRADE5RAALINEREPLACEMENTPROJECTS
LOCATEDINRICHMOND,CA
ContractormustsubmitusingtheBidsOnlineportaltheirquotationsofthefollowingby11:00amonthe proposalduedate:April16,2024.
Addressedto:
CityClerk’sOffice
450CivicCenter
Richmond,CA94804
VeoliaWaterWestOperatingServices,Inc.
2023-24Grade5RAALineReplacementProject
BiddingCompanyName:________________________
Date:________________________________________
1. ProposalForm
2. BidForm
3. ListofSubcontractors
4. Non-CollusionAffidavit
5. SupplementalBidForm
6. ContractorSafetyPlan–TableofContents
7. Propose alternateswithsupportingdocumentation.Pleasenote:Anyandallchangesinmaterialand equipment must be equivalent to what is specified and shall be approved by Veolia in writing 10 dayspriortothebidduedate.
8. SampleInsuranceCertificate
9. RichmondWorkforceStabilizationAgreement–AgreementtobeBound
10. BidBond
Exclusionofanyrequiredinformationmaybecauseforbidrejection.
VeoliaNA&CityofRichmond2023-24Grade5RAALineReplacementProject–InvitationtoBid Page18 APB General Engineering
04/16/2024
PROPOSALFORM
INVITATIONTOBID
2023-24GRADE5RAALINEREPLACEMENTPROJECT
LOCATEDINRICHMOND,CA
To: CityofRichmondCityClerk’sOffice
450CivicCenter
Richmond,CA94804
VeoliaWaterWestOperatingServices,Inc.
2023-24Grade5RAALineReplacementProject
SubmittedBy:
_______________________________
(LegalName)
_______________________________________________
(StreetAddress)
_______________________________________________
(City,State,andZipCode)
_______________________________________________
(Phone)
_______________________________________________
(DateofQuotation)
1. This Proposal Form along with the Supplemental BidFormshallbecompletedandsubmittedasrequired intheReturnablesectionofthisInvitationtoBid.
2. This proposal is submitted in accordance with this Invitation to Bid for the construction of the 2023-24 Grade5RAALineReplacementProjectinRichmond,CA.
3. Shipping Cost and Sales Tax – The equipment, chemicals, consumables and other supplies and services provided and used in the performance of the contract shall include all shipping costs and sales taxes imposedbyanygovernmentalbody.
4. Certified payroll and prevailingwagesarerequiredasapartofthisprojectandshallbesubmittedwithall progresspaymentsthataredueeachmonth.
5. In conformance with the current statutory requirements of California Labor Code Section 1860, et seq., theundersignedconfirmsthefollowingasitscertification:
VeoliaNA&CityofRichmond2023-24Grade5RAALineReplacementProject–InvitationtoBid Page9 Alfred Lee (APB General Engineering)
04/16/2024
925.989.1453
2721 Kevin Rd.
San Pablo, CA 94806
SCOPEOFWORK
VeoliaWaterWestOperatingServices,Inc.operatesandmaintainstheCityofRichmond’sWastewater TreatmentFacility(WWTF)andtheassociatedsewercollectionsystem.Theworkwillincludepipe segment replacement of deterioratedsewer pipesegments withinthecollectionsystemusingpipe bursting, open cut, or pipe reamingas discussedfurther below. Theworkshall includemanhole installationand/orreplacementand/orfullinteriorsurface(e.g.chimney,cone,wall,bench,andchannel) rehabilitationwhentheadjacentpipelineisreplaced,andmanholeframesandcoversasnecessary. For pipereplacement work, pipeburstingisthepreferredmethod,followedbyopencutandthenpipe reaming.
ThepipesegmentstobereplacedforthisprojectareidentifiedinScopeofWorkAttachmentA. Theline segmentsidentifiedmaybemodifiedfromtime-to-timeduringtheproject. TheselectedContractorshall conductapre-CCTVofeachlinesegmenttothegreatestextentpossibletomarkandlocatethedefects priortocommencementoftheWork.AcompleteNASSCOgradedpost-constructionCCTVsurveyofthe entirelinesegment(manholetomanhole)shallbecompleteduponcompletionofthework(nolaterthan oneweekaftertherepairorreplacement)andprovidedtoVeolia. Iffollowingtherepair,thelineremains inaccessible,thecontractorshallprovideasupplementalrepaircostproposalwiththeCCTVvideofor consideration.
Theprojectscopeincludes,butisnotlimitedtothefollowing:
1. ContractingwithalocalCivilProfessionalEngineertoprovidereviewandapprovalofeachline segment installation, and preliminaryengineeringanddesignforthelineswhichhaveutility conflicts, or other constructabilityissues. TheEngineer ofRecordshallsubmitaninitialplan showingthelinesthatwillreceivepreliminaryengineeringforreviewandconcurrence,followedby 30percent designdrawings clearlyshowingall conflictingutilities,structures,andotherfield constraintsandthecontractor’sapproachtoaddressingtheseconstraintsasneededtocompletethe work.Thecontractorshallberesponsibleforaddressingallfieldconditions,whetherincludedor notincludedinthe30percentdesignpackage,andwhethershownornotshownonthesubmitted design.Theinitialplanandthe30percentdesignsshallbeapprovedinconceptbytheOwner.
Separatedesignsmaybeprovidedforindividuallinesegmentsinordertoexpeditethework.
2. Submitfinalas-builtdrawingsandanyintermediatedesignandmodificationsforallpipelines, includingthosethatdidnotreceive30percentdesign,totheOwnerforapproval.
3. Contractorshallprovideaconstructionprojectschedule,includingweeklyscheduleswithcrew informationandlocationsasreasonablyrequiredbyVeolia.
4. Contractorshallprovidebi-weeklyupdatesforprogressofpipereplacement/repairwork
5. Sheeting,shoringandbracing.
6. Trenchingwidthshallbe(PipeOD+24”MIN)or(PipeOD+36”MAX).
7. PotholingexistingutilitiesbasedonmandatoryUSAmarkings.
8. AllUSAmarkingsshallberemovedfromthepavementafterworkiscomplete.
9. Trafficcontrol,asnecessaryperCityofRichmondrequirements.
10.Pipereplacementbypipebursting,unlessinadvisableorinfeasiblewithauthorizationbyVeoliaand theCityofRichmond.
11.OpenCuttechniquespermittedonlyifpipeburstingisnotfeasibleandwithauthorizationbyVeolia andtheCityofRichmond.
12.Reconnectionand/orextensionofexistingservicelateralstonewsewermain,asnecessary.
13.Extendingsewerlateralsfromtheclosestpointofabandonedsewermainstonewsewer mains. Opencutorhand-diggingmayberequired.
14.Removalofexistingmanholesorcleanoutsandconstructionofnewmanholes,complete,asneeded.
VeoliaNA&CityofRichmond2023-24Grade5RAALineReplacementProject–InvitationtoBid Page12
15. Rehabilitation of Manholes whenever the adjacent pipeline is replaced, per attached specifications.
Vacuumtestingofrehabilitatedbrickmanholesisnotrequired.
16. PostConstructioncleaningofsewerpipelinesegmentsthatwerereplaced.
17. PostreplacementNASSCOgradedCCTVoftheentirelinesegment.
18. Post construction NASSCO graded CCTV information shall be submitted no later than one week followingthelinesegmentreplacement.
19. Restoration and repair of existing pavement systems shall be T-cut, and the Contractor shall be responsible for restoring surface improvements affected by the Work and incidentalsforcompleteandusablesewersystem.
20.If the Contractor encounters defectiveprivatesewerlateralconnectingtothemainline,the Contractorshallreplaceupto6feetoftheprivatesewerlateralfromthemainline.
21.Replacestripingwiththermoplastic,trafficloops,andfirehydrantmarkers.
22. Handling and disposalofcontaminatedmaterialifauthorizedbytheProjectManagerandtheCityof Richmond.
23. Dewateringandobtainappropriatepermits,asnecessary.
24.ConstructionshallbeMondaythruFridayfrom7amto4pm.Contractor’srequestforweekend,off- hoursandholidayworkmaybeconsideredonacase-by-casebasisbyVeoliaProjectManager.
ExceptasSpecificallyNotedOtherwise,ProvideandPayFor:
1. Insuranceandbonds.
2. Labor,materials,andequipment.
3. Tools,equipment,andmachineryrequiredforconstruction.
4. Utilitiesrequiredforconstruction.
5. Temporary facilitiesincluding:trafficcontrol:dewatering;sheeting,shoring,andbracing; bypasspumping;workersanitaryfacilities,trenchplates,anddustcontrolmeasures.
6. OtherfacilitiesandservicesnecessaryforproperexecutionandcompletionoftheWork.
7. Engaging local Professional Engineer to review and approveeachlinesegmentinstallation,provide preliminary design services, oversight and support to the Contractor for engineering and design of the lines which have utilityconflicts,orotherconstructabilityissues.Thisengineershallpreparethe initial plan, 30% drawings, final as-built drawings and all other intermediate design and modificationstotheOwnerforapproval.
BaseBidLumpSum(fromScopeofWorkAttachmentA)for$ (innumbers) (inwords)
VeoliaNA&CityofRichmond2023-24Grade5RAALineReplacementProject–InvitationtoBid Page13 1,690,800
One Million Six Hundred Ninty Thousand Eight HUndred Dollars
SUPPLEMENTAL BID FORM
(to be utilized if there is work added to or deleted from this project) Item Description Unit(Per) Qty UnitBid
Price
TotalBid
Price
1 Sheeting,Shoring,andBracing LS 1 $
2 OPENCUT:6”-8”PipereplacementwithPVC,upto
6’ofmainlineandupto6’depth
FT 800 $
3 OPENCUT:6”-8”PipereplacementwithPVC,and
greaterthan6’depth
FT 800 $
4 OPENCUT:10”-12”PipereplacementwithPVC,up
to6’depth
FT 800 $
5 OPENCUT:10”-12”PipereplacementwithPVC,
greaterthan6’depth
FT 800 $
6 Tie-inLateraltoMain(fusing-6x6x4Wye) EA 60 $
7 Lateralreplacementexceeding4’(including6x6x4
Wye)
FT 60 $
8 PipeBurstingfor6”-8”PipeDiameterandupto6’
depth
LF 800 $
9 PipeBurstingfor6”-8”PipeDiameterandgreater
than6’depth
LF 800 $
10 PipeBurstingfor10”-12”PipeDiameterandupto6’
depth
LF 800 $
11 PipeBurstingfor10”-12”PipeDiameterandgreater
than6’depth
LF 800 $
12 ReplacementofCleanoutwithnewManhole EA 21 $
13 CompleteInteriorSurfaceManholeRehabilitation
exceeding6’perfoot
Vertical
Foot
50 $
14 Repair &ReplaceManholeFrameandCover EA 10 $
15 PostConstructionCleaningandCCTVofentireline
fromManhole-to-Manholelinesegmentreplacedor
repaired
LF 850 $
16 Pavementrestorationwith6”minimumT-Cuton
eachsideofthetrenchand/orexcavatedwall
SF 12000 $
17 HandlingandDisposalofContaminated
Material-AsdirectedbytheConstruction
ManagerafterCityofRichmondapproval
Cubic
Yard
10 $
18 Mobilization/DemobilizationAllowance LS 1 $
19 ProvideandinstallnewManholeupto8ftdeep EA 1 $
20 ProvideandinstallnewManhole8ftto14ftdeep EA 1 $
A. Bidder’sLumpSumCostBreakdown
1. For work to be performed for a lump sum price, the Bidder shall submit a price VeoliaNA&CityofRichmond2023-24Grade5RAALineReplacementProject–InvitationtoBid Page14 3,000
$3,000
350
15,000
$15,000
9,600
$9,600
$3,000
3,000
1,000
$10,000
5 15
$180,000
$4,250
1,800
$18,000
475
$23,750
7,500
$157,500
270
$216,000
250
225
200
200
2,500
$200,000
$150,000
$12,000
$160,000
$180,000
420
370
$280,000
$296,000
$336,000
325
$260,000
breakdowntotheConstructionAdministratorpriortothefirstpaymentandwithinten (10)calendardaysafterNoticetoProceed.Thepricebreakdown,asrevisedandagreed uponbytheBidderandtheConstructionAdministrator,shallbeusedforpreparing futureestimatesforprogresspaymentstotheBidder,orasthebasisforevaluatingand pricing change orders, andshall list themajor items of workwithapricefairly apportionedtoeachitem.
2. The price breakdown shall be, generally, in the same format as the Contract specifications’divisionsandsubdivisions,withmajoritemsofworklistedindividually.
Thepricebreakdownshallbebysewerpipelineitemsandshallincludeseparateitemsfor identifiableportionsofthesewerpipelinesystem(includingspecificpricesfordifferent size items within the system), and other logical divisions of work. Measurable approximatequantitiesofworkperformedbytheBidderoritssubcontractorsshallbe provided.Forquantitiesthatarethesumtotalofseveralindividualquantities,backup summariesshallbeprovidedwhichlisttheindividualdescriptionsandquantities(for instance; excavation, dewatering, pipe installation, backfill, paving, etc.). These summariesthenwillbeused1)todeterminethequantitiesofworkinplaceinsubsequent progresspaymentrequestsand2)asthebasisforevaluatingandpricingchangeorders.
3. The aboveis astatement of theintent of theContract Documents toprovidea moderate level of detail, acceptabletotheProject Manager, toallowafair and reasonableestimatetobemadeofthevalueofworkinstalled.Thedetailoftheprice breakdownmustbesufficienttoprovidetimelyprocessingofthemonthlyprogress paymentrequest.
4. ThepricebreakdownwillbesubjecttotheapprovaloftheProjectManager,andupon therequest, theBiddershallsubstantiatethepriceforanyorallitemsandprovide additionallevelofdetail,includingquantitiesofworkandsupplier’sandsubcontractor’s writtencostquotes.Thepricebreakdownshallbesufficientlydetailedtopermititsuse bytheProjectManageras1)oneofthebasesforevaluatingrequestsforpaymentsand 2)asthebasisforevaluatingandpricingchangeorders.TheProjectManagershallbethe solejudgeoftheadequacyofthepricebreakdown.
5. TheestimatedBidQuantitiesshown,withtheexceptionofLumpSumquantitieswhich willbepaidasbid,areprovidedforthesolepurposeofevaluatingbids.Thenatureofthe workissuchthatpipesize,depth,length,repairscope,andotherquantitiesshownare approximate, andpayment will bemadebasedontheunitpricebidfortheactual conditionsthatarefoundinthefield.VeoliaWaterdoesnotprovideanyassurancethat thequantitiesshownforeachbiditemwillbethequantitiesthatareactuallyencountered inthefield.
VeoliaNA&CityofRichmond2023-24Grade5RAALineReplacementProject–InvitationtoBid Page15
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS.
INSURER(S) AFFORDING COVERAGE
INSURER F :
INSURER E :
INSURER D :
INSURER C :
INSURER B :
INSURER A :
NAIC #
NAME:
CONTACT
(A/C, No):
FAX
E-MAIL
ADDRESS:
PRODUCER
(A/C, No, Ext):
PHONE
INSURED
REVISION NUMBER:CERTIFICATE NUMBER:COVERAGES
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
OTHER:
(Per accident)
(Ea accident)
$
$
N / A
SUBR
WVD
ADDL
INSD
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. $
$
$
$PROPERTY DAMAGE
BODILY INJURY (Per accident)
BODILY INJURY (Per person)
COMBINED SINGLE LIMIT
AUTOS
AUTOSAUTOS
NON-OWNED
HIRED AUTOS
SCHEDULEDALL OWNED
ANY AUTO
AUTOMOBILE LIABILITY
Y / N
WORKERS COMPENSATION
AND EMPLOYERS' LIABILITY
OFFICER/MEMBER EXCLUDED?
(Mandatory in NH)
DESCRIPTION OF OPERATIONS below
If yes, describe under
ANY PROPRIETOR/PARTNER/EXECUTIVE
$
$
$
E.L. DISEASE - POLICY LIMIT
E.L. DISEASE - EA EMPLOYEE
E.L. EACH ACCIDENT
ER
OTH-
STATUTE
PER
LIMITS(MM/DD/YYYY)
POLICY EXP
(MM/DD/YYYY)
POLICY EFF
POLICY NUMBERTYPE OF INSURANCELTR
INSR
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required)
EXCESS LIAB
UMBRELLA LIAB $EACH OCCURRENCE
$AGGREGATE
$
OCCUR
CLAIMS-MADE
DED RETENTION $
$PRODUCTS - COMP/OP AGG
$GENERAL AGGREGATE
$PERSONAL & ADV INJURY
$MED EXP (Any one person)
$EACH OCCURRENCE
DAMAGE TO RENTED
$PREMISES (Ea occurrence)
COMMERCIAL GENERAL LIABILITY
CLAIMS-MADE OCCUR
GEN'L AGGREGATE LIMIT APPLIES PER:
POLICY PRO-
JECT LOC
CERTIFICATE OF LIABILITY INSURANCE
DATE (MM/DD/YYYY)
CANCELLATION
AUTHORIZED REPRESENTATIVE
ACORD 25 (2014/01)
© 1988-2014 ACORD CORPORATION. All rights reserved.
CERTIFICATE HOLDER
The ACORD name and logo are registered marks of ACORD
4/16/2024
Calrisk Insurance Center
713 W Duarte Rd, G747
Arcadia
CA
91007
Certificate Department
877-239-8103
626-226-5550
[email protected]
APB General Engineering
2721 Kevin Road
San Pablo
CA
94806
Evanstan Insurance Company
35378
United Financial Cas Co
11770
State Compensation Insurance Fund
35076
A
✖
✖
✖
Y
Y
MKLV5PBC006365
1/8/2024
1/8/2025
1,000,000
300,000
5,000
1,000,000
2,000,000
2,000,000
B
✖
✖
✖
Y
Y
07580845-5
5/2/2023
5/2/2024
2,000,000
A
✖
✖
✖
2,500
Y
Y
MKLV5EUL105503
1/8/2024
1/8/2025
5,000,000
5,000,000
C
N
Y
9232354-23
5/30/2023
5/30/2024
✖
1,000,000
1,000,000
1,000,000
Project:
City of Richmond 2023-24 Grade 5 RAA Line Replacement Project.
See Attached Acord 101 for Description and Additioanal Insured.
Veolia North America
601 Canal Blvd.
Richmond
CA
94804
Each Poll. Incident/Agg $1,000,000/1,000,000
10/10/2024
10/10/2023
CPLMOL119760
Y
Y
Pollution Liability
A
EFFECTIVE DATE:
NAMED INSURED
POLICY NUMBER
NAIC CODECARRIER
AGENCY
LOC #:
AGENCY CUSTOMER ID:
of
PageADDITIONAL REMARKS SCHEDULE
ADDITIONAL REMARKS
FORM TITLE:FORM NUMBER:
THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, © 2008 ACORD CORPORATION. All rights reserved.
The ACORD name and logo are registered marks of ACORD
ACORD 101 (2008/01)
2 3
Calrisk Insurance Center
07580845-5
United Financial Cas Co
11770
APB General Engineering
2721 Kevin Road
San Pablo, CA, 94806
5/2/2023
25 CERTIFICATE OF LIABILITY INSURANCE
Veolia, its parent companies, subsidiaries, affiliates, and each of their officers, directors, employees, agents, representatives and City of Richmond, (collectively “Veolia’s Additional Insured”) are named as additional insureds with respect to the General -, Automobile -, Polution - and Excess Liability Policies.
All policies are primary and non-contributory, provide a full waiver of the insurer’s right of subrogation in favor of the named additional insureds. A thirty (30) days' written notice to Veolia applies.
CITY OF RICHMOND
Sanctuary City Compliance Statement
The undersigned, an authorized agent of (hereafter
"Contractor"), has had an opportunity to review the requirements of City of Richmond Ordinance 12-18 (hereafter "Sanctuary City Contracting Ordinance" or “SCCO”). Contra ctor understands and agrees that the City may choose with whom it will maintain business relations and may refrain from contracting with any person or entity that provides Data Broker or Extreme Vetting services to the U.S. Immigration and Customs Enforcement Division of the United States Department of Homeland Security (“ICE”). Contractor understands the meaning of the following terms use d in the SCCO:
a. "Data Broker” means either of the following:
i. The co llection of information, including personal information about consumers, from a wide variety of sources for the purposes of reselling such information to their customers, which include both private-sector business and government agencies;
ii. The aggregati on of data that was collected for another purpose from that for which it is ultimately used.
b. “Extre me Vetting” means data mining, threat modeling, predictive risk analysis, or other similar services."
Contractor understands that it is not eligible to receive or retain a City contract if at the time the Contract is executed, or at any time during the term of the Contract, it provides Data Broker or Extreme Vetting services to ICE.
Contractor further understands and agrees that Contractor's failure to comply with the SCCO shall constitute a material default of the Contract and the City Manager may terminate the Contract and bar Contractor from bidding on future contracts with the City for five (5) years from the effective date of the contract termination.
By executing this Statement, Contractor certifies that it complies with the requirements of the SCCO and that if at any time during the term of the Contract it ceases to comply, Contractor will promptly notify the City Manager in writing. Any person or entity who knowingly or willingly supplies false information in violation of the SCCO shall be guilty of a misdemeanor and subject to a $1,000 fine.
Based on the foregoing, the undersigned declares under penalty of perjury under the laws of the State of California that the foregoing is true and correct. Executed this day of , 20 , at , California.
Printed Name: Title:
Signed: Date:
Business Entity:
Vendor SCCO Compliance Statement (Augt2020)
APB General Engineering
16th
April
San Pablo
24 Alfred Lee
President
04/16/2024
APB General Engineering
ATTACHMENT A: 2023-24 RAA LINE SEGMENT REPLACEMENT LIST Sr. Line Segment Location (Approximately) Length from GIS (ft)
Scope Of Work Special
Conditions
(eg. Line
under
sidewalk,
bus lanes,
RR tracks,
utilities,
etc.)
Diameter
(in)
Lumpsum Bid Amount
($)1 F10SF405_F10MH1549 1319 MARINA WAY S 100.10 Replace with 8" Pipe. Install new Manhole at SF cleanout 6 2 G10SF399_G10MH1595 1620 CUTTING BLVD 133.80 Replace with 8" Pipe. Install new Manhole at SF cleanout 6 3 G11SF941_G11MH1223 2315 CUTTING BLVD 107.30 Replace with 8" Pipe. Install new Manhole at SF cleanout 6 4 G13SF29_G13MH452 NUNN ST 624.10 Replace with 8" Pipe. Install new Manhole at SF cleanout and one intermediate Manhole 6 5 H12MH263_H12MH268 3400 NEVIN AVE 422.70 Replace with 8" Pipe. 8 6 I10SF479_I10MH2298 269 16TH ST 225.10 Replace with 8" Pipe. Install new Manhole at SF cleanout 6 7 G9MH1325_G9MH1310 108 CUTTING BLVD 292.15 Replace with 8" Pipe. 8 8 H10SF813_G10MH1837 11TH S ST 358.39 Replace with 8" Pipe. Install new Manhole at SF cleanout 6 9 J12MH569_J12MH2816 981 36TH ST 554.60 Replace with 8" Pipe. Install one intermediate Manhole 6 10 K11SF925_K11MH2471 1100 23RD ST 164.30 Replace with 8" Pipe. Install new Manhole at SF cleanout 4 11 H9SF295_H9MH1712 750 BISSELL AVE 243.5 Replace with 8" Pipe. Install new Manhole at SF cleanout 6 12 I12MH1065_I12MH1064 3527 BARRETT AVE 264.8 Replace with 8" Pipe. 6 13 I12SF646_I12MH1066 BARRETT AVE/37TH ST 481.4 Replace with 8" Pipe. Install new Manhole at SF cleanout and one intermediate Manhole 6 14 H11MH1168_H11MH1169 2823 CHANSLOR AVE 61.3 Replace with 8" Pipe. 6 15 J13SF160_J13SF161 671 SONOMA AVE 76.2 Replace with 8" Pipe. Install new Manhole at SF cleanout 6 16 F8SF202_F7MH2732 407 NEVADA AVE 316.4 Replace with 8" Pipe. Install new Manhole at SF cleanout 6 17 H13SF132_H13MH628 316 45TH ST 266.5 Replace with 8" Pipe. Install new Manhole at SF cleanout 6 18 G7MH743_F7MH745 Terrace Ave 476.4 Replace with 8" Pipe. Install one intermediate Manhole 6 19 I13MH295_J13MH723 680 Amador St 241.1 Replace with 8" Pipe. 6 20 H13MH116_H13MH119 457 Carlston St 171.9 Replace with 8" Pipe. 6 21 I12MH605_I12MH602 637 41st ST 500.4 Replace with 8" Pipe. 6 22 I12SF645_I12MH1060 3226 ROOSEVELT AVE 479.0 Replace with 8" Pipe. Install new Manhole at SF cleanout and one intermediate Manhole 6 23 G7MH2736_G7MH668 SCENIC AVE 220.3 Replace with 8" Pipe. 6 24 G7SF234_G7MH2736 SCENIC AVE 2 409.7 Replace with 8" Pipe. Install new Manhole at SF cleanout and one intermediate Manhole 6 Item #25: Mobilization & Demobilization $
Item #26: Field Verification & Design $
Item #27: Bonds & Insurance $
Item #28: Revocable Allowance for disposal of Contaminated Soil (Prior Approval by Owner) $50,000.00 Item #29: NASSCO Post Construction CCTV $
Item #30: Hardscape Restoration, Paving & Striping $
Item #31: Final As-Built Drawings & Closeout Documents $ Total Contractor Bid Amount (Amount) for items 1-31 above $
818 Mendocino Avenue Berkeley, CA 94707 T: 510/206.0670 E: [email protected]
SCHEDULE OF FEES
(08/01/23)
LABOR0F
Principals $210.00 – 245.00
Senior Professional 190.00 – 210.00
Professional 185.00 – 195.00
Associate Professional 130.00 – 150.00
Technical Staff/Drafting/GIS 90.00 – 110.00
Field Staff 80.00 – 100.00
Administrative Staff 80.00 – 100.00
TRAVEL TIME
Travel time is charged at regular hourly rates.
DIRECT COSTS
All reimbursable, "out-of-pocket" expenses, not included in hourly labor rates, are billed as incurred at cost plus 1 0 percent. In -house charges, company equipment rental, and field supplies will be charged as used in accordance with the Schedule of Fees.
TERMS
Terms: Due and payable upon receipt. A 1.0% per month (12% per annum) late fee will be charged on all overdue balances. Current billings represent charges accrued through the last day of the indicated billing period. Unless marked as a “Final Invoice,” subsequent charges may be pending and will be billed in the following month.
FEE CHANGES
Questa's labor rates are adjusted annually in February.
See reverse.
Legal. In the event our services are required in connection with legal proceedings, our fees will be 200% of the above -listed labor rates, with a two hour minimum for: testimony (court or deposition).
Preparation of opinions or report letters, meetings or telep hone consultations with attorneys, preparation for testimony, and travel to and from the place of testimony, including waiting, will be billed at standard hourly rates listed above. Time away from Questa's Point Richmond office will be billed on a "portal to portal" basis.
SCHEDULE OF FEES
(08/01/23)
IN-HOUSE CHARGES
Reproduction Black & White
Letter, Legal, Tabloid, Oversize $ .15/.25/.50/.60
Reproduction
Letter, Legal, Tabloid, Oversize .30/.40/1.00/1.15
Plots Black & White
18 x 27, 24 x 36 2.00/2.40
Plots Color
18 x 27, 24 x 36 3.75/4.80
Tolls (at cost)
Postage (at cost)
Vehicles ($22 per day, plus mileage)
Mileage Current IRS Mileage Rate
SUPPLIES & MATERIALS
Triggs Lost Points $ 15.00 per point
Disposable Bailers 6.50 per bailer
Monitoring Well Supplies 18.50 per well
On-Site Monitoring Supplies 10.00 per visit
Brass/SS Sample Tubes 6” 9.00 per tube
Percolation Testing Materials 12.00 per test
Concrete Cylinder Molds 5.00 per cylinder
Shelly Tubes 12” 15.00 per tube
Prices may vary depending upon inventory stocks and supplier costs.
EQUIPMENT RENTALS
Nuclear Density Gauge (Day, Week) $ 100.00/400.00
Triggs Dynamic Cone Penetrometer 300.00 per day
Triggs Stork Power Hammer 200.00 per day
IR Thermometer 20.00 per day
Hand Sampling Equipment 50.00 per day
Surveying Equipment 75.00 per day
Concrete Test Kit .......................................................................................................................50.00 per day
LABORATORY FEES
Moisture Content - Oven (ASTM D 2216) $ 20.00
Moisture And Density (ASTM D 2937) 25.00
Sand Cone Tests 100.00
Wash through #200 Sieve (ASTM D 1140) 60.00
Sieve Only with #200 wash 110.00
Hydrometer 150.00
Shrinkage Limit 150.00
Atterberg Limits (ASTM D 4318) 150.00
Particle Size (ASTM D 422) 150.00
Sieve and Hydrometer 175.00
Soil Classification (ASTM 2487) 250.00
Sand Equivalent (Cal Test 217) 150.00
Caltrans Sieve Analysis of Fine and Coarse Aggregates (Cal Test 202) 250.00 Standard Proctor Compaction 4" Mold (ASTM D 698) 250.00 Standard Proctor Compaction 6" Mold (ASTM D 698) 300.00 Modified Compaction 4" Mold (ASTM D 1557) 275.00
Modified Compaction 6" Mold (ASTM D 1557) 325.00
Compaction Check Point (per point) 125.00
Concrete Cylinder Strength Testing (per set) 425.00