W921PL21B0007_Amendment0006.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICAITON NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicble)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICIATION NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended, is not extended.

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a)By completing items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment your desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPIRATION DATA (If required)

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc. ) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

14. DESCRIPTION OF AMENDMENT/MODIFICATION ( Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

0006 August 17, 2021

USACE-LOS ANGELES DISTRICT

CONTRACTING DIVISION, WEST REGION BRANCH

915 WILSHIRE BLVD, SUITE 1440

LOS ANGELES, CA 90017

W912PL21B0007

June 30, 2021

Gallery Utilities Relocation Project, vicinity Pico Rivera, Los Angeles County, CA.

The purpose of this Amendment is as follows: Solicitation due/bid opening date has changed from 19 August 2021 to 23 August 2021 @ 1 p.m. local time.

See SF30 Continuation Page for Revisions.

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

INSTRUCTIONS

Instructions for items other than those that are self-explanatory, are as follows:

Item 1 (Contract ID Code) . Insert the contract type identification code that appears in the title block of the contract being modified.

Item 3 (Effective date) .

(1)

(2)

(3)

(4)

(5)

For a solicitation amendment, change order, or administrative change, the effective date shall be the issue date of the amendment, change order, or administrative change.

For a supplemental agreement, the effective date shall be the date agreed to by the contracting parties.

For a modification issued as an initial or confirming notice of termination for the convenience of the Government, the effective date and the modification number of the confirming notice shall be the same as the effective date and modification number of the initial notice.

For a modification converting a termination for default to a termination for the convenience of the Government, the effective date shall be the same as the effective date of the termination for default.

For a modification confirming the contacting officer's determination of the amount due in settlement of a contract termination, the effective date shall be the same as the effective date of the initial decision.

(a)

(b)

(c)

(d)

(e)

(f)

Item 6 (Issued By) . Insert the name and address of the issuing office. If applicable, insert the appropriate issuing office code in the code block.

Item 8 (Name and Address of Contractor) . For modifications to a contract or order, enter the contractor's name, address, and code as shown in the original contract or order, unless changed by this or a previous modification.

Item 9, (Amendment of Solicitation No. - Dated), and 10, (Modification of Contract/Order No. - Dated ). Check the appropriate box and in the corresponding blanks insert the number and date of the original solicitation, contract, or order.

Item 12 (Accounting and Appropriation Data) .

When appropriate, indicate the impact of the modification on each affected accounting classification by inserting one of the following entries.

(2) Accounting classification Net decrease $

Include subject matter or short title of solicitation/contract where feasible.

Item 16B . The contracting officer's signature is not required on solicitation amendments. The contracting offier's signature is normally affixed last on supplemental agreements.

(i)

NOTE: If there are changes to multiple accounting classifications that cannot be placed in block 12, insert an asterisk and the words "See continuation sheet".

Item 13 . Check the appropriate box to indicate the type of modification. Insert in the corresponding blank the authority under which the modification is issued. Check whether or not contractor must sign this document. (See FAR 43.103.)

Item 14 (Description of Amendment/Modification) .

Organize amendments or modifications under the appropriate Uniform Contract Format (UCF) section headings from the applicable solicitation or contract. The UCF table of contents, however, shall not be set forth in this document Indicate the impact of the modification on the overall total contract price by inserting one of the following entries:

Total contract price increased by $

Total contract price decreased by $

Total contract price unchanged.

State reason for modification.

When removing, reinstating, or adding funds, identify the contract items and accounting classifications.

When the SF 30 is used to reflect a determination by the contracting officer of the amount due in settlement of a contract terminated for the convenience of the Government, the entry in Item 14 of the modification may be limited to --

A reference to the letter determination; and

A statement of the net amount determined to be due in settlement of the contract.

(g)

(h)

(i)

(ii)

(1)

(2)

(3)

(4)

(5)

(6)

(i)

(ii)

(iii)

STANDARD FORM 30 (REV. 10-83) BACK

(1) Accounting classification Net increase $

August 2021 Amendment 0006

Gallery Utilities Relocation Project W912PL21B0007 Los Angeles County, CA

SF 30 (Continuation Page)

The purpose of this Amendment is as follows:

a) To replace Division 01 – General Requirements, Division 03 – Concrete, Division 09 – Finishes, Division 13 – Special Construction, Division 33 – Utilities, Division 40 – Process Interconnections.

b) To incorporate the J&A (Justification and Approval) Control No. SPL21-08 document on the use of “brand name or equal” descriptions incorporated in the specifications.

c) To extend the bid opening date.

SUMMARY OF CHANGES:

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION NUMBER SECTION TITLE

SF 1442 SOLICITATION, OFFER, AND AWARD

Solicitation due date has been extended to 23 Aug 2021 @ 1300 Local Time (PST)

00 21 13

VIRTUAL BID OPENING PROCEDURES AND INSTRUCTIONS FOR BIDDER’S

PARTICIPATION

Solicitation due/bid opening date changed from 19 August 2021 to 23 August 2021 @ 1 p.m. local time) (Page 6 of 8)

DIVISION 01 – GENERAL REQUIREMENTS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

Para 1.4.3 – LACSD Temporary Bypass

DIVISION 03 –CONCRETE

03 01 00 REHABILITATION OF CONCRETE

Para 2.6.1 – Epoxies

DIVISION 09 – FINISHES

09 90 00

PAINTS AND COATINGS

Para 1.1 REFERENCES; Para 2.2 – SUBMERGED METAL COATING SYSTEMS; Para 2.3

– EXPOSED METAL COATING SYSTEMS; Para 2.4 - BURIED METAL COATING SYSTEMS; Para 2.6 MANHOLE COATING: POLYURETHANE PROTECTIVE COATING SYSTEMS; Para 3.13 – DRY-FILM THICKNESS TESTING

DIVISION 13 – SPECIAL CONSTRUCTION

13 34 23 PREFABRICATED PRE-ENGINEERED PRECAST CONCRETE STRUCTURE

Para 2.2.8 – Deleted; Para 3.5 - Deleted

DIVISION 33 – UTILITIES

33 11 00

WATER UTILITY DISTRIBUTION PIPING

Para 2.1.1.1.1 – Pipe Fittings; Para 2.1.1.4 – Flexible Pipe Couplings for Plain-End Ductile Iron Pipe; Para 2.1.1.5 – Flanged Coupling Adapters for Ductile Iron Pipe;

Para 2.1.1.6.5 – Mortar for Repairing Mortar-Lined and -Coated Steel Pipe; Para

2.1.1.7.1.2 – Lubricant for Stainless Steel Bolts and Nuts; Para 2.1.1.7.1.3 – Gasket for Flanges for Steel Piping; Para 2.1.2.2 – Ball Valves; Para 2.1.2.3 – Deleted; Para

2.1.3.1 – Propeller Meters; Para 2.1.4 -Casing Seals; Para 2.1.6 – Grooved-End Piping and Couplings; Para 2.1.7 – Wax Tape

DIVISION 40 – PROCESS INTERCONNECTIONS

40 20 97

HIGH DENSITY POLYTHENE PIPE

Para 2.6 – BOLTS, NUTS, GASKETS AND LUBRICANT FOR FLANGES; Para 3.5 HEAT

FUSION

NOTICE TO BIDDERS:

This Amendment forms a part of the Covered Contract Documents and modifies the original Bidding Documents dated June 30, 2021, and as noted below. This Amendment shall become part of the Contract Documents to the same extent as though it had been written into the body thereof and bound therein. This Amendment is applicable to the items affected and all Bidders are held responsible for the contents herein. Acknowledgement of receipt of this Amendment shall be so noted in the space provided on Standard Form 1442, Solicitation, Offer and Award. Failure to do so may subject the Bidder to disqualification.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NUMBER 2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED PAGE OF PAGES

IMPORTANT - The "offer" section on the reverse must be fully completed by the offeror.

4. CONTRACT NUMBER 5. REQUISITION/PURCHASE REQUEST NUMBER 6. PROJECT NUMBER

7. ISSUED BY CODE 8. ADDRESS OFFER TO

9. FOR INFORMATION CALL

A. NAME B. TELEPHONE NUMBER (Include area code) (NO COLLECT CALLS)

SOLICITATION

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying number, date):

11. The Contractor shall begin performance within calendar days and complete it within calendar days after receiving award, notice to proceed. This performance period is mandatory, negotiable. (See .)

12A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

12B. CALENDAR DAYS

YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and copies to perform the work required are due at the place specified in Item 8 by (hour) local time (date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror’s name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee is, is not required.

C. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

NSN 7540-01-155-3212

Designed using Perform Pro, WHS/DIOR, Oct 96

1442-103 STANDARD FORM 1442 (REV. 4-85) (EG)

Prescribed by GSA - FAR (48 CFR) 53.236-1(d)

W912PL21B0007 X 06/30/2021 1 OF ##

USACE, Los Angeles District Contracting Division C/O Ms. Suntok McGuinness 915 Wilshire Blvd, Suite 930 Los Angeles, CA 90017

See Item #7. See Specification Section 00 21 13, Instructions for Submitting Electronic Bids

Wendell L. Mendoza 213.452.3308

Gallery Utilities Relocation Project, vicinity Pico Rivera, Los Angeles County, CA.

Magnitude of Construction Project is $5,000,000 to $10,000,000.

The NAICS code is 237110 Water and Sewer Line and Related Structures Construction. The Size Standard for NAICS code $39,500,000.

This is a Full and Open procurement. In accordance with Federal Acquisition Regulation 19.1307, this project requires the HUBZone 10% price evaluation.

A complete design (drawings and specifications) is included.

10 210

X X *Section 00 73 00

X 10

1 Digital 1:00 PM

23 August 2021 x

OFFER (Must be fully completed by offeror)

STANDARD FORM 1442 BACK (REV. 4-85)

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NUMBER (Include area code)

16. REMITTANCE ADDRESS (Include only if different than Item 14)

CODE FACILITY CODE

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within calendar days after the date offers are due. (Insert any number equal or greater than the minimum requirement stated in 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGEMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation - give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print) 20B. SIGNATURE 20C. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24.SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) ( ) 41 U.S.C. 253(c) ( )

26. ADMINISTERED BY 27. PAYMENT WILL BE MADE BYCODE

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

28. NEGOTIATED AGREEMENT (Contractor is required to sign this document and return copies to the issuing office.) Contractor agrees to furnish and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and

(c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.

29. AWARD. (Contractor is not required to sign this document.) Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN

(Type or print)

30B. SIGNATURE 30C. DATE

31A. NAME OF CONTRACTING OFFICER (Type or print)

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

DUNS NO.: TAX ID NO.:

CAGE CODE NO.:

( ) - ; FAX ( ) -

See Item 14

See Section 00 10 00 Solicitation Contract Line Item Number (CLIN) Schedule

USACE, Los Angeles District Contracting Division C/O Ms. Suntok McGuinness 915 Wilshire Blvd, Suite 930 Los Angeles, CA 90017

USACE, Finance Center

ATTN: CEFCO-AO-D

5722 Integrity Drive Millington, TN 38054-5005

Section 00 21 13

Section 00 21 13

Instructions to Bidders

Table of Contents

52.236-27 SITE VISIT (CONSTRUCTION) (FEB 1995) – ALTERNATE I (FEB 1995)

52.0000-4010 INQUIRIES

SPECIAL INSTRUCTIONS PERTAINING TO SUBMISSION OF ELECTRONIC BIDS (APR 2020)

INSTRUCTIONS FOR SUBMITTING ELECTRONIC BIDS:

INSTRUCTIONS TO FOLLOW ON THE SAFE WEBSITE:

RECEIPT OF SUBMISSIONS:

FORMAT AND CONTENTS OF ELECTRONIC BID

VIRTUAL BID OPENING PROCEDURES AND INSTRUCTIONS FOR BIDDER’S PARTICIPATON

CONTRACTOR RESPONSIBILITY, PRE-AWARD SURVEY INFORMATION TO BE SUBMITTED WITH

BID

OFFEROR'S CHECKLIST

Section 00 21 13

52.236‐27 SITE VISIT (CONSTRUCTION) (FEB 1995) – ALTERNATE I (FEB 1995)

(a) The clauses at 52.236-2, Differing Site Conditions, and 52.236-3, Site Investigations and Conditions Affecting the Work, will be included in any contract awarded as a result of this solicitation. Accordingly, offerors or quoters are urged and expected to inspect the site where the work will be performed.

(b) An organized site visit has been scheduled for—

07 July 2021, 1200 - 1330 hrs. Contact Frank.B.Mallette@usace.army.mil or Shannon.L.Neale@usace.army.mil 3 days prior to RSVP and for the details of the meet up point.

(c) Participants will meet at-- See para (b) above. Whittier Narrows Dam, Rio Hondo River, vicinity Pico Rivera, Los

Angeles County, CA

(End of provision)

52.0000‐4010 INQUIRIES

Any prospective offeror desiring an explanation or interpretation of the solicitation, drawings, specifications, etc., must request it in writing soon enough to allow a reply to reach all prospective bidders/offerors before submission of their bids/offers. Oral explanations or instructions given before award of a contract are not binding. Any information given to a prospective offeror concerning a solicitation will be furnished promptly to all other prospective offerors as an amendment to the solicitation, if that information is necessary in submitting offers or if lack of it would be prejudicial to other prospective bidders/offerors.

1. All inquiries relating to this solicitation are to be submitted via Bidder Inquiry in ProjNet at https://www.projnet.org/projnet/

A. To submit and review bid inquiry items, offerors will need to be a current registered user, self-register into the ProjNet system.

To access the Bid Inquiry system, go to the ProjNet web page and fill in:

- Managing Agency – USACE

- Email address

- Key Access (this is the Bidder Inquiry Key – see below for key)

- Click on “Sign In”

- You will be prompted for the answer to your secret question on the next screen

Section 00 21 13

If this is your first time accessing ProjNet, you will be directed to a screen titled, “User account not found. Please create one using the form below.” Fill in the requested information (name, company, city, phone #, etc.).

B. From this page, you may view all bidder inquiries or add an inquiry. Please note:

Offerors shall only submit one question per inquiry. All inquiries containing multiple questions may be rejected.

C. Offerors will receive an acknowledgement of their question via email, followed by an answer to their question after it has been processed by our technical team.

The Solicitation Number is: W912PL21B0007

The Bidder Inquiry Key is: J655BG-T796QS

2. The Bidder Inquiry System will be unavailable for new inquires up to 5 business days prior to bid/proposal submission in order to ensure adequate time is allotted to form an appropriate response and amend the solicitation if necessary.

3. Offerors are requested to review the specifications in its entirety, review the Bidder Inquiry System for answers to questions prior to submission of a new inquiry.

4. The ProjNet call center operates weekdays from 8AM to 5PM U.S. Central Time Zone (Chicago). The telephone number for the ProjNet Call Center is 800-428-HELP.

5. Responses on the Bidder Inquiry System do not revise, change, amend or supersede the provisions of the solicitation. Changes to the solicitation must be by written amendment thereto. Any Bidder Inquiry System response that can be interpreted to be in conflict with the solicitation or amendment, shall be subordinate to the conflicting provision, term, and/or note, wherever it appears in the solicitation, until revised or altered by a written amendment to the solicitation.

Additionally, offerors may not anticipate a change to the solicitation until the change, revision, iteration of the solicitation is actually made, in writing and published as an amendment to the solicitation.

(End of Statement)

SPECIAL INSTRUCTIONS PERTAINING TO SUBMISSION OF ELECTRONIC BIDS (APR 2020)

The Bidder’s bid shall be submitted electronically, as described below. The IFB will provide the Government address and receipt date for bid submittal. The Bidder’s bid shall not contain classified data. The use of hyperlinks in bids is prohibited.

Section 00 21 13

NOTE: The only authorized transmission method for bids in response to this solicitation is electronically via SAFE online submission. NO OTHER TRANSMISSION METHODS

(EMAIL, FACSIMILE, REGULAR MAIL, HAND CARRIED, ETC.) WILL BE ACCEPTED.

The Bidder’s bid must be received by the Government by the date/time specified in the solicitation.

Bidders shall email their bid using the following link: https://safe.apps.mil/ Please send bids using the link above to Contract Specialist wendell.l.mendoza@usace.army.mil AND to Contracting Officer suntok.mcguinness@usace.army.mil.

(End of Statement)

INSTRUCTIONS FOR SUBMITTING ELECTRONIC BIDS:

In an effort to reduce paperwork and cost, all bids shall be submitted electronically through the SAFEsite. Submission shall be in Adobe PDF format. You are limited to five (5) maximum files per upload (total size cannot exceed 8GB). If you have a large number of files, recommend that you combine your files before uploading to the SAFE site.

REQUEST FOR UPLOAD CODE: Bidders must email Contract Specialist wendell.l.mendoza@usace.army.mil and to Contracting Officer suntok.mcguinness@usace.army.mil no later than five (5) working days prior to the bid due date to receive a request code which will allow for file uploads via the SAFE site. Bidders who fail to email for request a code five (5) working days before bid submission date may not be able to receive a request code in time to upload their submission.

FILE DESCRIPTION: Include a “File Description” for each file(s) you upload. The “File Description” will be included in the email notice to each of the recipients you choose to have access your file(s). NOTE: Do NOT enter Privacy Act Data (Personal Identification Information (PII)) in the File Description.) Submission shall be in Adobe PDF format.

(End of Statement)

INSTRUCTIONS TO FOLLOW ON THE SAFE WEBSITE:

1. Once at the SAFE website select the “Drop-off” icon. This allows users without a CAC or users whose computer is not configured to read a CAC the option to access the SAFE site as a guest. After selecting the “Click Here” link you will be prompted to add your personal information, file information, recipient (Government representative) information and email settings.

2. When completing your file information for transmittal via the SAFE website, you will be required to enter the email address for all recipients. For this solicitation, the recipients are the Contract Specialist and the Contracting Officer. The Contract Specialist for this solicitation is wendell.l.mendoza@usace.army.mil and the Contracting Officer is

Section 00 21 13 suntok.mcguinness@usace.army.mil. The E-Mail address of the Government Employee who initiated the request code will be automatically entered. The Proposer must enter the E-Mail address for both the Contracting Officer and Specialist. The Proposer can enter an additional E- Mail address if desired.

After entering the email address, click the ADD button to add the person(s) email to the “Recipients List” of your response. When your proposal is submitted, a notification will be sent to the recipients you added.

NOTE: Do NOT send the SAFE site packages to group email accounts. Even if you successfully upload your bid to the SAFE site, notification will not be sent to the government recipients until you verify your email address. Entering an incorrect email may result in the rejection of your submission for lateness. A Proposer can confirm proper submission by the “Drop-Off Completed”scren which generates based on proper file submission.

NOTE: It has been reported that documents are more quickly uploaded into the SAFE website when using a Firefox web browser. The Government cannot verify that this is true and offers no guarantee that Bidders will have more success utilizing any particular browser.

(End of Statement)

RECEIPT OF SUBMISSIONS:

For the purposes of establishing whether a bid submission is considered timely, the government considers the date and time the submission is completely uploaded into the SAFE website. For bids larger than the 8GB capacity of the SAFE website and require multiple submissions, the Government will consider the date and time the last submission is completely uploaded into the SAFE website. Do not assume that electronic communication is instantaneous. It can take several minutes or even hours in some cases.

The government will not be responsible for submissions delivered to any location or to anyone other than those designated to receive bids. Bidders are responsible for ensuring that bids are submitted so as to reach the designated recipient. Bidders are responsible for allowing sufficient time for the bid to be received in accordance with the instructions provided.

(End of statement)

FORMAT AND CONTENTS OF ELECTRONIC BID

The only authorized transmission method for bids in response to this solicitation is electronically via SAFE online submission. NO OTHER TRANSMISSION METHODS (EMAIL, FACSIMILE, REGULAR MAIL, HAND CARRIED, ETC.) WILL BE ACCEPTED.

The Bidder’s bid must be received by the Government by the date/time specified in the solicitation.

Bidders shall email their bid using the following link: https://safe.apps.mil/ The bid shall be organized as indicated below, and shall be comprised of the following items.

#1 A completed SF 1442, “Solicitation, Offer and Award” including the Certifications, Section 00 01 05. The SF 1442 and the Certifications shall be completed by the bidder and duly executed with an original signature by an official authorized to bind the company in accordance with instructions at FAR 4.102.

#2 Section 00 10 00, Solicitation, Contract Line Item Number (CLIN) Schedule. The complete Solicitation, Contract Line Item Number (CLIN) Schedule with the bidder’s proposed contract line item prices inserted in the appropriate spaces. Prices must be proposed for all contract line items and prices sub-line items, if any. Unit prices are to be extended to the actual “dollar and cents” amounts (i.e., to two decimal places). Do not round off to the nearest dollar. Check your pricing submissions very carefully for mathematical and clerical errors prior to submission.

#3 Official Online System for Award Management Representations & Certifications or completed Section 00 45 00.

#4 A Bid Guarantee, Standard Form 24, “Bid Bond.”

#5 Contractor Responsibility, Pre-Award Survey Information.

(End of statement)

VIRTUAL BID OPENING PROCEDURES AND INSTRUCTIONS FOR BIDDER’S PARTICIPATON

The electronic bids for this project are due on 23 August 2021 at 1:00 PM Local time.

In order to allow the bid opening officer sufficient time to download the bids after bids are due, the virtual bid opening will be held two (2) hours after electronic bids are due.

At the bid opening teleconference, bids and the Independent Government Estimate will be read aloud, just as in a traditional bid opening.

Following the bid opening a copy of the bid abstract and any bid can be made available for public inspection by interested persons by emailing a copy of the abstract and requested bids to those who participated in the virtual bid opening. In addition, in accordance with established practices, the Abstract of Bids will be available at beta.sam.gov for all interested parties.

To participate in the Virtual Bid Opening, the following information is provided:

Call-in toll-free number (ATT Audio Conference): 1-844-800-2712 Access code: 199 827 1077

(End of statement)

Section 00 21 13

Section 00 21 13

CONTRACTOR RESPONSIBILITY, PRE‐AWARD SURVEY INFORMATION TO BE SUBMITTED

WITH BID

In order to determine a contractor's responsibility for purposes of contract award in accordance with FAR Part 9, a statement regarding previous experience in performing comparable work and information related to their business organization, financial resources, and/or plant to be used in performing the work is required. In accordance with FAR 9 Determination of responsibility of the offeror by the Contracting Officer, please provide the following information in order to perform a preaward survey on your firm:

1.List of projects completed for the past three years, including dollar value of each contract.

2. List of projects in progress, percentage of work completed, including dollar value of each contract.

3. The name and qualifications of the employee designated to act as the Project Superintendent/Manager for this contract.

4. Copy of latest financial statement

5. General description of your firm

6. Please include client information (Point of Contact: Name, telephone number) and/or past performance evaluations for projects listed in your Pre-Award Survey package.

(End of Statement)

OFFEROR'S CHECKLIST

All information required by the terms of the Solicitation must be furnished. MISTAKES OR OMISSIONS CAN BE COSTLY. Important items for you to check are included in but not limited to, those listed below.

This checklist is furnished only to assist you in submitting a complete Bid. Check as you read.

[ ] Have you acknowledged all amendments?

[ ] Is your SF-1442, Certificate of Corporate Principal and CLIN Schedule (Section 00 10 00), properly completed and signed?

[ ] Is a bid bond included with your bid? (A late bid bond is treated the same as a late bid.)

Section 00 21 13

[ ] Is your bid bond in the proper amount? (20% of total bid price or $3,000,000 whichever is less)

[ ] Is the bond properly signed by both the Offeror and Surety and are all required seals affixed?

[ ] Is the name in which you submitted the bid the same on your bid as on your bid bond?

[ ] Are all erasures or corrections initialed by the person signing the bid?

[ ] Have you restricted your bid by altering the provisions of the solicitation?

[ ] Is your pre-award survey information (Section 00 21 13, Contractor Responsibility, Pre- Award Survey Information To Be Submitted With Bid) included with your bid?

[ ] Have you completed the Representations, Certifications, and Other Statements of Bidders/Offerors (Section 00 45 00) or provided a copy of your SAM.

[ ] Did you double check the time? Late hand-carried bids will not be considered. Late bids or modifications will be handled in accordance with FAR 52.214-1 Submissions, Modifications, Revisions, and Withdrawals of bids.

(End of Checklist)

-END OF SECTION-

b. Replacement butterfly valve [2 components]: This includes the epoxy coating and the valve. The price of - total has been allocated to these items. The following lists are given as approved items by the utility owner:

1. The epoxy coating confonning to A WWA standard C550 Amerlock® 400, Tnemec 141, or equal

2. The butterfly valve manufactured by Mueller (B-3211, Lineseal XP2)

Base Contractor (City of Whittier's Utilities)

Equipment: Replacement Pipe 30" DIP

Amount: -

Equipment: Replacement Butterfly Valve

Amount: -

Equipment Total Base Contract: -

Option 1 (LACSD)

a. Replace Pipe 24" Reinforced Concrete Pipe (RCP) [1 component]: The RCP pipe material includes only the materials listed below which total a price of $550.00. The "brand named" item in the feature is a choice between two different epoxies: High Modulus GS 200 as manufactured by G.S. Environmental Products, Inc., or Sikadur 35 Hi-Mod LV LPL as manufactured by Sika Co1poration

b. Temporary Bypass Pump (LACSD) [1 component]: The total price of� has been allocated to this item. The "brand named" item in the feature is a sealant, Mastic Seam by Linabond sealant.

Option 1 (SWS} Replacement butterfly valve [2 components]: This includes the epoxy coating and the valve.

The price of - total has been allocated to these items. The following lists are given as approved items by the utility owner:

1. The epoxy coating confonning to A WW A standard Keysite 7 40 or equal

2. The butterfly valve per utility owner standards:

1. Henry Pratt "Groundhog" for Class 150 valves or "Triton HP250" for Class 250 valves

11. Keystone Valves Figure 504 for Class 150 valves or Figure 507 for Class 250 valves

DeZurik A WW A Butterfly valves for Class 150 valves or HP butterfly Valves, Lugged Pattern, for Class 250 valves

b. Temporary Bypass This includes only the meter box and accessories (no brand name pipes are specified). The price of $ has been allocated to this item. The following is the approved items from the utility owner: Armorcast A6001946 PCX12 Meter Box and Armorcast A6001866-R Cover w/Hinged Read

5. Authority Cited:

the items described in the paragraphs above, can only be satisfied thr ribe unique supplies available from only one or a limited number of sources or from only one or a limited number of suppliers with unique capabilities.

6. Reason for Authority Cited: The equipment with brand names is only listed in the advertised specifications under the private ut cation. USACE is being entrusted with the relocation of the private lines during construction of the dam improvements.

The utility owners have a set base standard for their systems. The maintenance and repair for these systems is the responsibility of the individual utility owners. The City of Whittier has m our owners approved manufacturers will put the system and water operations at risk by having manufacturers that their operators and maintenance staff is either not familiar with or is e brand name parts have proven system reliability. Therefore, the brand names mentioned in their specifications are necessary to maintain system integrity and parts compatibility. .

7. Efforts to Obtain Competition: The solicitation being issued will be an unrestricted competitive, firm-fixed price solicitation.

a) The brand name components represent a small portion of the overall construction project that is being competed, and when possible, multiple products were listed for contractors to choose. The current working estimate for the competitive construction contract is $ for the base contract, $ for Option 1, and $ for Option 2.

b) Use of alternative products and systems would be counterproductive in that they are not fully compatible with the utility ow future cost of maintenance, use of energy, and human labor hours.

8. Market Research: There are no known alternative systems that are fully compatible with these systems based on lessons learned and expert judgment by subject matter experts and experience of the utility owners. Market research was conducted as required by pertinent law and regulations for the acquisition as a whole. No additional market research was conducted for s descriptions being considered in this memorandum. No additional research was conducte specifications from the utility owners themselves.

9. Interested Sources: There are ten interested sources for the unrestricted acquisition as a whole. However, when it comes specifically to sources of the items contemplated in this memorandum, no sources have indicated interest in supplying the required items.

10. Certification

a. Technical Certification

I certify the supporting data under my cognizance which are included in this Justification are accurate and complete to the best of my knowledge and belief.

Date: Signature Title: Technical

Manager Name:

b. Requirements Certification

I certify that the above described item is necessary to meet the Governme the described facility, and that the supporting data under my cognizance which are included in this Justification and Approval are accurate and complete to the best of my knowledge and belief.

Title: Project Manager Name:

11. Fair and Reasonable Cost Determination:

I hereby determine that the anticipated cost to the Government for this contract action will be fair and reasonable.

Date: ________________ Signature:

Title: Contracting Officer Name:

JUSTIFICATION REVIEW DOCUMENT

FOR OTHER THAN FULL AND OPEN COMPETITION

Project Description and Location: FY21 Whittier Narrows Utility Relocation Project Los Angeles, CA

Base Contractor (City of

Equipment:

Amount: $

Equipment: Replacement Butterfly Valve

Amount: $

Equipment Total Base Contract: $

Equipment:

Amount: $

Equipment: Temporary Bypass Pump (LACSD)

Amount: $

Equipment: Temporary Bypass 30" HDPE (SWS)

Amount: $

Equipment: Replacement butterfly valve

Amount: $

Equipment Total Option 1: $

Equipment Total Option 2: $

Total for Base plus Option 1 and Option 2: $

Prepared by:

Date: ________________ Signature:

Title: Project Manager Name:

SIGNATURES REQUIRED BELOW:

I have reviewed this Justification and find the justification adequate to support other than full and open competition.

Title: Assistant District Counsel

Name:

APPROVAL

Based on the foregoing justification, I hereby approve the procurement of the listed brand name materials on an other than full and open competition basis pursuant to the authority of 10 U.S.C.

2304(c)(1), as complimented by the authority under FAR 6.302-1(b)(1)(ii).

Date: Signature:

US Army Corps of Engineers Los Angeles District

Specifications for

WHITTIER NARROWS DAM

SAFETY MODIFICATION PROJECT

GALLERY UTILITIES RELOCATION PROJECT

LOS ANGELES COUNTY, CA

Solicitation No. W912PL-21-B-0007

100% SUBMITTAL – AMENDMENT 6

August 1 , 2021

Whittier Narrows Dam 999 Town and Country Rd Google Earth Satellite Image, 2020 Orange, CA 92868

THIS PAGE INTENTIONALLY LEFT BLANK

100% Specifications Submittal - Amendment 6

Summary of Changes

August 1 , 2021

1. Revisions to remove USACE specified manufacturer product names. The affected specifications include:

a. 01 50 00

i. Section 1.4.3 Page 5 – 6

b. 03 01 00

i. Section 2.6.1 Page 10

c. 09 90 00

i. Section 1.1 Page 3

ii. Section 2.2 Page 8

iii. Section 2.3 Page 8 – 9

iv. Section 2.4 Page 9

v. Section 2.6 Page 9

vi. Section 3.13 Page 15

d. 13 34 23

i. Section 2.2.8 Page 11

ii. Section 3.5 Page 14

e. 33 11 00

i. Section 2.1.1.1.1 Page 8

ii. Section 2.1.1.4 Page 9

iii. Section 2.1.1.5 Page 9

iv. Section 2.1.1.6.5 Page 10

v. Section 2.1.1.7.1.2 Page 11

vi. Section 2.1.1.7.1.3 Page 11

vii. Section 2.1.2.2 Page 11

viii. Section 2.1.2.3 Page 11

ix. Section 2.1.3.1 Page 12

x. Section 2.1.4 Page 13

xi. Section 2.1.6 Page 14

xii. Section 2.1.7 Page 14

f. 40 20 97

i. Section 2.6 Page 6

ii. Section 3.5 Page 7 – 8

THIS PAGE INTENTIONALLY LEFT BLANK

Whittier Narrows Dam Utilities Relocation Project Los Angeles County, California

W912PL-21-B-0007

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 10 00 SOLICITATION CONTRACT LINE ITEM (CLIN)

SCHEDULE

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 20 00 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 QUALITY CONTROL

01 45 01 RESIDENT MANAGEMENT SYSTEM CONTRACTOR

MODE (RMS CM)

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

Am6

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 50 SURVEY CONTROL

01 74 19 CONSTRUCTION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION AND DECONSTRUCTION

DIVISION 03 - CONCRETE

03 01 00 REHABILITATION OF CONCRETE Am6

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DIVISION 05 - METALS

05 05 23.16 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

05 51 33 METAL LADDERS

DIVISION 08 - OPENINGS

08 31 00 ACCESS DOORS

DIVISION 09 - FINISHES

PROJECT TABLE OF CONTENTS

August 11, 2021 PROJECT TABLE OF CONTENTS Page 1 100% Submittal Amendment 0006

Whittier Narrows Dam Utilities Relocation Project

W912PL-21-B-0007

09 90 00 PAINTS AND COATINGS Am6

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 23 PREFABRICATED PRE-ENGINEERED PRECAST

CONCRETE STRUCTURE

Am6

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 22 GEOTEXTILE FABRIC

31 11 00 CLEARING AND GRUBBING

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 31 13 CHAIN LINK FENCES AND GATES

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING Am6

33 30 00 SANITARY SEWERAGE

33 40 00 STORM DRAINAGE UTILITIES

DIVISION 40 - PROCESS INTERCONNECTIONS

40 05 15 PRESSURE TESTING FOR PIPING

40 20 97 HIGH DENSITY POLYTHENE PIPE Am6

-- End of Project Table of Contents --

August 11, 2021 PROJECT TABLE OF CONTENTS Page 2 100% Submittal

Whittier Narrows Dam Utilities Relocation Project W912PL-21-B-0007

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 50 00

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

05/18

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 CONSTRUCTION SITE PLAN

1.4 TEMPORARY BYPASS

1.4.1 City of Whittier Temporary Bypass

1.4.2 SWS Temporary Bypass

11.4.3 LLACSD Temporary Bypass

1.4.3.1 Bypass Pumping Qualifications

PART 2 PRODUCTS

2.1 TEMPORARY SIGNAGE

2.1.1 Bulletin Board

2.1.2 Project Identification Signs

2.1.3 Warning Signs

2.1.4 Construction Zone Signs

2.1.5 Trail Closure

2.2 TEMPORARY TRAFFIC CONTROL

2.2.1 Haul Roads

2.2.2 Barricades

2.3 FENCING

2.3.1 Polyethylene Mesh Safety Fencing

2.3.2 Chain Link Panel Fencing

2.3.3 Post-Driven Chain Link Fencing

PART 3 EXECUTION

3.1 EMPLOYEE PARKING

3.2 TEMPORARY BULLETIN BOARD

3.3 AVAILABILITY AND USE OF UTILITY SERVICES

3.3.1 Temporary Utilities

3.3.2 Electricity

3.3.3 Water

3.3.4 Sanitation

3.3.5 Telephone

3.3.6 Internet

3.3.7 Fire Protection

3.4 TRAFFIC PROVISIONS

3.4.1 Maintenance of Traffic

3.4.2 Protection of Traffic

3.4.3 Dust Control

3.5 CONTRACTOR'S TEMPORARY FACILITIES

3.5.1 Quality Control Manager Records and Field Office

3.5.2 Safety Systems

August 11, 2021 SECTION 01 50 00 Page 1 100% Submittal

3.5.3 Administrative Field Offices

3.5.4 Storage Area

3.5.5 Appearance of Trailers

3.5.6 Maintenance of Storage Area

3.5.7 Security Provisions

3.5.8 Storage Size and Location

3.5.9 Site Storm Protection

3.6 GOVERNMENT FIELD OFFICE

3.6.1 Resident Engineer's Office

3.6.2 Trailer-Type Mobile Office

3.7 TEMPORARY PROJECT SAFETY FENCING

3.8 DUMPSTERS

3.9 CLEANUP

3.10 RESTORATION OF CONSTRUCTION LIMITS

-- End of Section Table of Contents --

August 11, 2021 SECTION 01 50 00 Page 2 100% Submittal

SECTION 01 50 00

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

05/18

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN WATER WORKS ASSOCIATION (AWWA)

AWWA C906 (2015) Polyethylene (PE) Pressure Pipe and Fittings, 4 In. (100 mm) through 65 In., (1,575 mm) for Water Distribution and Transmission

LOS ANGELES COUNTY SANITATION DISTRICTS (LACSD)

LACSD 500-3.7 (2018) Bypassing Requirements, County Sanitation Districts of Los Angeles County Amendments to the Standard Specifications for Public Works Construction, 2018 Edition

SUBURBAN WATER SYSTEMS (SWS)

SWS 306-1.4.1 (1996) Testing Pipelines, Suburban Water Systems Design Criteria Standard Specifications and Drawings for Water Transmission and Distribution Facilities

SWS 306-9.10.2 (1996) Flushing, Suburban Water Systems Design Criteria Standard Specifications and Drawings for Water Transmission and Distribution Facilities

SWS 306-9.10.3 (1996) Chlorination, Suburban Water Systems Design Criteria Standard Specifications and Drawings for Water Transmission and Distribution Facilities

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

U.S. FEDERAL HIGHWAY ADMINISTRATION (FHWA)

MUTCD (2015) Manual on Uniform Traffic Control Devices

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

August 11, 2021 SECTION 01 50 00 Page 3 100% Submittal submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Construction Site Plan; G

City of Whittier Flow Bypass Plan; G

SWS Flow Bypass Plan; G

LACSD Flow Bypass Plan; G

Emergency Spill Response Plan; G

Specialty Bypass Pumping Information; G

Resume of Key Personnel; G

Haul Road Plan; G

Traffic Handling Plan; G

Temporary Traffic Control Plan; G

1.3 CONSTRUCTION SITE PLAN

Prior to the start of work, submit a site plan showing the locations and dimensions of temporary facilities (including layouts and details, equipment and material storage area (onsite and offsite), and access and haul routes, avenues of ingress/egress to the fenced area and details of the fence installation. Identify any areas which may have to be graveled to prevent the tracking of mud. Indicate if the use of a supplemental or other staging area is desired. Show locations of safety and construction fences, site trailers, construction entrances, trash dumpsters, temporary sanitary facilities, and worker parking areas.

1.4 TEMPORARY BYPASS

1.4.1 City of Whittier Temporary Bypass

Prepare and submit for City of Whittier approval a City of Whittier Flow Bypass Plan for the temporary bypass of the City of Whittier water lines.

PE 3608/3408 Iron Pipe Sizing HDPE will be utilized.

A minimum pipe thickness of SDR 17 will be required for City of Whittier Temporary Bypass. Only National Sanitation Foundation approved polyethylene compounds will be allowed for pipe manufacturing.

See Section 40 05 15 for PRESSURE TESTING FOR PIPING for testing requirements. Pipe joints will be restrained by flange fittings or butt fused and no leakage will be allowed.

Maintain minimum bending radius (27-times pipe OD maximum for DR 17) except where molded HDPE fittings are needed.

August 11, 2021 SECTION 01 50 00 Page 4 100% Submittal

Bypass piping will be buried and at constant grade.

Comply with AWWA C906, Polyethylene (PE) Pressure Pipe and Fittings, 4-inch through 65-inch for Waterworks.

1.4.2 SWS Temporary Bypass

Prepare and submit for SWS approval a SWS Flow Bypass Plan for the temporary bypass of the SWS water line.

PE 3608/3408 Iron Pipe Sizing HDPE will be utilized.

A minimum pipe thickness of SDR 17 will be required for Suburban Water Systems Temporary Bypass. Only NSF approved polyethylene compounds will be allowed for pipe manufacturing.

See Section 40 05 15 for PRESSURE TESTING FOR PIPING for testing requirements. Pipe joints will be butt fused and no leakage will be allowed.

Maintain minimum bending radius (27-times pipe OD maximum for DR 17) except where molded HDPE fittings are needed.

Bypass piping will be buried and at constant grade.

Comply with AWWA C906, Polyethylene (PE) Pressure Pipe and Fittings, 4-inch through 65-inch for Waterworks.

Pressure test and chlorinate bypass prior to activating per SWS 306-1.4.1 Testing Pipelines, SWS 306-9.10.3 Chlorination, and SWS 306-9.10.2 Flushing.

1.4.3 LACSD Temporary Bypass

Temporary sanitary sewer bypass will be prohibited between the dates October 15 through April 15. Bypass may be allowed to commence beginning April 1 with a 5-day clear weather forecast. Prepare a LACSD Flow Bypass Plan in accordance with LACSD 500-3.7 for the temporary bypass of the LACSD sanitary sewer line. Submit the Flow Bypass Plan to USACE to provide to LACSD. No excavation will be allowed within the face or top of the dam. Provide electrical power.

Prepare an Emergency Spill Response Plan in accordance with LACSD 500-3.7 to mitigate any damage in the event a sewage spill occurs. Submit the Emergency Spill Response Plan to USACE to provide to LACSD. In case of Emergency or Spill, contact the Long Beach Main Pumping Plant (LBMPP) Central Alarm Center at (562) 437-6520, 24 hours a day, 7 days a week.

Provide Manhole H 0682 and the proposed Manhole at Station 4+01.75 with level controls for automatic startup and shutdown and continuous monitoring of operation of the bypass pumping system. If the level sensor cannot be mounted in the shaft of the manhole due to the flow bypass, then mount the sensor from the roof of the manhole structure. Provide an automatic telephone dialer for transmitting the following signals, as a minimum, to the Districts' LBMPP Central Alarm Center: lag pump running, channel level high, and power failure. The automatic telephone dialer is to be a self-contained electronic device. The dialer must continuously monitor and report the presence of AC power and the status of six independent normally open (no) or normally closed (nc) contact inputs. It

August 11, 2021 SECTION 01 50 00 Page 5 100% Submittal must initiate alarms when these values exceed user-programmable high and low alarm set points. Submit the automatic telephone dialer to LACSD for review and approval, and demonstrate to the satisfaction of LACSD that the automatic telephone dialer is properly installed and programmed prior to the start-up of the bypass pumping system. In addition to the Districts' LBMPP, the automatic dialer must also be programmed to first contact a representative of the Contractor. The Contractor will not be required to provide a person to continuously monitor this bypass system once the automatic telephone dialer is operating to the satisfaction of LACSD.

The Contractor will bear all of the cost associated with the temporary sanitary sewer bypass system and all of the cost associated with sewage overflow which may include spill control, spill containment, spill recovery, laboratory sampling, cleanup and restoration, and spill and damage reporting. Additionally, be responsible for any fines and penalties associated with sewage overflow.

1.4.3.1 Bypass Pumping Qualifications

The Contractor will bear responsibility or hire a flow bypass pumping subcontractor to bear responsibility for designing and implementing the Flow Bypass Plan and operating the flow bypass pumping system required for the work.

The Contractor or Subcontractor performing the handing of sewage work, including the supply, maintenance, set-up, removal, and daily monitoring of…