Amendment R0003_4-14-2022.pdf

W68MD920551263

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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.

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

RFP W912DW22R0004

Amendment R0003

(Please see Continuation Page for more details)

1. CONTRACT ID CODE PAGE OF PAGES

J 1 13

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

16C. DATE SIGNED

BY 14-Apr-2022

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912DW22R0004

X 9B. DATED (SEE ITEM 11)

16-Mar-2022

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

Offer 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 1 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 you 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 APPROPRIATION DATA (If required)

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

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

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.

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

14-Apr-2022

CODE

USA ENGINEER DISTRICT, SEATTLE

ATTN: CENWS-CT

4735 EAST MARGINAL WAY SOUTH, BLDG. 1202

SEATTLE WA 98134-2388

W912DW 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DW22R0004

W912DW22R0004 R0003

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

The following have been added by full text: CONTINUATION PAGE R0003

This amendment three (0003) provides for the following:

1. Sections 00 21 16 and 00 72 00-A (Index of Drawings) were revised.

2. The following specification/plans were revised:

Section 01 30 00 Administrative Requirements Section 01 32 01.00 10 Project Schedule ET101 Partial Telecommunications Site Plan ET102 Partial Telecommunications Site Plan MS101 Mechanical Site Plan MS501 Mechanical Site Details MS601 Mechanical Schedules and Alarm Monitoring

3. The proposal due date/time is extended to 1:00 PM (Seattle Time) on Tuesday, 26 April 2022.

4. The attached revised sections are to be replaced in their entirety. Specifications changes are generally identified, for convenience, either by strikeout for deletions, and double underlining of text for additions or a single dark line in the margin. All portions of the revised sections shall apply whether or not changes have been indicated.

5. NOTICE TO OFFERORS: Offerors must acknowledge receipt of all amendments including this amendment by number and date on their proposal.

W68MD920551263

Department of Veteran’s Affairs American Lake (VAAL) Phase 2A Site Development at Lakew ood WA.

This is a Service Disabled Veteran Ow ned Small Business (SDVOSB) Set-Aside, Design Bid Build (DBB) Acquisition, Using the Best Value Low est Priced Technically Acceptable (LPTA) Procurement Process.

For /Site Visit Information please see FAR provision 52.236-27 Alt 1, Site Visit (Construction).

For technical questions and the ProjNet Bidder Inquiry process, please see Section 00 21 16.

As this is not a sealed bid, offers w ill not be opened publicly.

JOHN P SCOLA 206-762-2122

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

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

16-Mar-2022

(RFP)

(IFB)

X

CALL:

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA

FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance w ithin _______10 calendar days and complete it w ithin ________365 calendar days after receiving aw ard, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________52.211-10

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

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

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________1 copies to perform the w ork required are due at the place specif ied in Item 8 by ___________ local time ______________26 Apr 2022 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

shall be marked to show the offeror's name and address, the solicitation number, and the date and time of fers are due.

B. An offer guarantee X is, is not required.

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

D. Offers providing less than _______90 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

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

4. CONTRACT NO.

7. ISSUED BY CODE

USA ENGINEER DISTRICT, SEATTLE

ATTN: CENWS-CT

4735 EAST MARGINAL WAY SOUTH, BLDG. 1202

SEATTLE WA 98134-2388

W912DW

PAGE OF PAGES

CODE W912DW

(Title, identifying no., date):

12B. CALENDAR DAYS

01:00 PM (hour)

Sealed envelopes containing offers

USA ENGINEER DISTRICT, SEATTLE

ATTN: CENWS-CT

4735 EAST MARGINAL WAY SOUTH, BLDG. 1202

SEATTLE WA 98134-2388

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

8. ADDRESS OFFER TO (If Other Than Item 7)

206-764-6817FAX:TEL: 206-316-3168 TEL: FAX: 206-764-6817

W912DW22R0004 1 OF 2

R0003

20B. SIGNATURE

(REV. 4-85)STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)

CODE FACILITY CODE

17. The offeror agrees to perform the w ork required at the prices specif ied below in strict accordance w ith the terms of this solicitation, if this offer is accepted by the Government in w riting w ithin ________ calendar days after the date offers are due.

the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE SCHEDULE OF PRICES

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

19. ACKNOWLEDGMENT 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)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

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

CODE27. PAYMENT WILL BE MADE BY:26. ADMINISTERED BY

(Include ZIP Code)14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO. (Include area code)

See Item 14

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

30B. SIGNATURE

29. AWARD (Contractor is not required to sign this document.)

document and return _______ copies to issuing office.) Contractor agrees Your of f er on this solicitation, is hereby accepted as to the items listed. This award con-to f urnish and deliv er all items or perf orm all work, requisitions identif ied summates the contract, which consists of (a) the Gov ernment solicitation and on this f orm and any continuation sheets f or the consideration stated in this y our of f er, and (b) this contract award. No f urther contractual document is contract. The rights and obligations of the parties to this contract shall be necessary .

gov erned by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certif ications, and specif ications or incorporated by ref er-ence in or attached to this contract.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)

30C. DATE

(Type or print)

TEL: EMAIL:

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

BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this28. NEGOTIATED AGREEMENT

(M ust be fully completed by offeror)OFFER

W912DW22R0004 R0003

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 22-Apr-2022 01:00 PM to 26-Apr-2022 01:00 PM.

W912DW22R0004 R0003

SECTION 00 21 16

INSTRUCTIONS, CONDITIONS AND NOTICES TO OFFERORS

1.0 GENERAL INFORMATION

1.1 GENERAL DESCRIPTION OF WORK

1.2 MAGNITUDE OF CONSTRUCTION

1.3 SUBJECT TO AVAILABILITY OF FUNDS

1.4 GOVERNMENT SECURITY REQUIREMENTS

1.5 COPIES OF REQUEST FOR PROPOSAL (RFP) DOCUMENTS AND AMENDMENTS

1.6 OFFEROR'S QUESTIONS AND COMMENTS

1.7 SMALL BUSINESS SIZE STANDARD/NAICS CODE

1.8 PROPOSAL EXPENSES AND PRE-CONTRACT COSTS

1.9 SITE VISIT

1.10 ACCURACY IN PROPOSALS

1.11 PROPOSAL SUBMITTALS

1.12 PROPOSAL FORMAT

1.13 BID GUARANTEE

1.14 JOINT VENTURE AND TEAMING ARRANGEMENT PROPOSAL REQUIREMENTS

1.0 GENERAL INFORMATION

1.1 GENERAL DESCRIPTION OF WORK:

The scope of project includes all work required for Department of Veteran’s Affairs American Lake (VAAL) Phase 2A Site Development at Lakewood, WA.

The work shall be in accordance with Request for Proposal (RFP) documents.

General description of work:

The USACE Seattle District has a requirement for the following-

The VAAL Phase 2A Site Development project includes demolition and hazardous materials abatement of five (5) existing buildings, existing parking area and underground utilities. The work also includes but is not limited to construction grading, pavements, utilities, lighting, and landscaping for a 650-vehicle parking lot and 1000 feet of two-lane roadway. Utilities will include drainage, sanitary sewer, watermain, electrical, telecommunication, steam and geothermal.

1.2 MAGNITUDE OF CONSTRUCTION:

In accordance with DFARS 252.236.204, the magnitude of construction is estimated to be in the range of $10,000,000 to $25,000,000.

1.3 SUBJECT TO AVAILABILITY OF FUNDS:

FAR Clause 52.232-18 “Availability of Funds,” (APR 1984) Funds are not presently available for this contract. The Government’s obligation under this contract is contingent upon the availability of appropriated funds from which payment for contract purposes can be made. No legal liability on the part of the Government for any payment may arise until funds are made available to the Contracting Officer for this contract and until the Contractor receives notice of such availability, to be confirmed in writing by the Contracting Officer.

1.4 GOVERNMENT SECURITY REQUIREMENTS:

The Offeror(s) must ensure that ALL mail sent to the Seattle District, U.S. Army Corps of Engineers, either pre-contract or post-contract award, has a return mailing address on the outside of the envelope, package, box, etc. ANY MAIL addressed to the U.S. Army Corps of Engineers, including but not limited to bonds, correspondence, etc., may be REJECTED by the US Army Corps of Engineers mail room facility located in Building 1202, at 4735 East Marginal Way South, Seattle, WA 98134 if it does not contain a return mailing address.

1.5 COPIES OF RFP DOCUMENTS AND AMENDMENTS:

Copies of the RFP and amendments are available by INTERNET ACCESS ONLY. All RFP documents will be posted to the U.S. Government’s Contract Opportunities website at SAM.gov under RFP number W912DW22R0004. A list of interested vendors (potential Offerors and subcontractors) is available at this website.

NOTE: SAM.gov is the official U.S. Government website for Contract Opportunities.

It shall be the contractor’s responsibility to check the website for any amendments. The Offeror shall submit in the proposal all requested information specified in this RFP. There will be no public opening of the proposals received as a result of this RFP.

1.6 OFFEROR'S QUESTIONS AND COMMENTS:

All questions or comments should be posted in ProjNet. (See below)

BIDDER INQUIRY (ProjNet):

1. Technical inquiries and questions relating to proposal procedures or bonds are to be submitted via Bidder Inquiry in ProjNet at http://www.projnet.org/projnet.

a. To submit and review bid inquiry items, bidders will need to be a current registered user or self-register into system. To self-register go to web page, click the ‘Quick Add’ menu at the upper right , select agency USACE, enter Key for this RFP listed below, and your e-mail address, click login. Fill in all required information and click create user. Verify that information on next screen is correct and then click continue.

b. From this page you may view all bidder inquiries or add inquiry.

c. Bidders 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.

d. The RFP Number is: W912DW22R0004

e. The Bidder Inquiry Key is: NQ793C-I3C2TY

2. The Bidder Inquiry System will be unavailable for new inquires five (5) 3 business days prior to proposal submission in order to ensure adequate time is allotted to form an appropriate response and amend the RFP, if necessary.

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

4. The call center operates weekdays from 8AM to 5PM U.S. Central Time Zone (Chicago). For ProjNet assistance select ‘FAQ Online Help’ link at the bottom of the link shown above. Then select the contact page for the phone number and/or email. There is helpful information located on this page too.

5. Offers will NOT be publicly opened. Information concerning the status of the evaluation and/or award will NOT be available after receipt of proposals.

1.7. SMALL BUSINESS SIZE STANDARD/NAICS CODE:

See Section 00 45 00, FAR Provision 52.204-8 for the small business size standard/NAICS Code.

1.8. PROPOSAL EXPENSES AND PRE-CONTRACT COSTS:

This Request for Proposal (RFP) does not commit the Government to pay, as a direct charge, any costs incurred in the preparation and submission of a proposal.

1.9 SITE VISIT:

An organized site visit has been scheduled. See Section 00 21 00, FAR provision 52.236-27 Alt 1, Site Visit (Construction).

1.10 ACCURACY IN PROPOSALS:

Proposals must set forth full, accurate, and complete information as required by this RFP, (including attachments).

The penalty for making false statements is prescribed in 18 U.S.C. 1001.

1.11 PROPOSAL SUBMITTALS:

The Offeror shall submit its offer electronically through the Procurement Integrated Enterprise Environment (PIEE) Solicitation Module at:

https://piee.eb.mil/

When posting your offer, ensure your electronic files are clearly identified with the Request for Proposal number (RFP), Company name and Volume number (if applicable).

It is strongly suggested to use the following naming format for your files:

RFP Number_Your Company Name_Volume Number_Date

This is the ONLY acceptable way to submit your offer for this RFP. Offers will not be accepted if submitted by methods such as email, shipping/mail or hand carried. Offers sent through proprietary or third-party File Transfer Protocol (FTP) sites or DoD SAFE will not be accepted. Unaccepted offers will NOT be evaluated.

The Offeror is responsible to confirm the offer has been received. All offers received AFTER the exact time/date specified for receipt shall be treated as late submissions and will not be considered except under facts and circumstances allowed by the Federal Acquisition Regulation (FAR) and the solicitation.

It is strongly suggested after posting your offer to PIEE to follow up and email BOTH the Contract Specialist and Contracting Officer to confirm delivery.

For PIEE registration, training, and instructions for posting an offer, refer to the following links.

You must Register first PIEE Registration:

https://piee.eb.mil/

Note: There are two vendor roles (Proposal Manager & Proposal View Only) for the PIEE Solicitation Module.

The Proposal Manager role is required to submit an offer to a solicitation.

Please be advised when using the PIEE Solicitation Module, the user’s email address in PIEE MUST MATCH the email address on file in SAM.gov.

PIEE Solicitation Module:

Training and instructions are accessible through PIEE – Web Based Training (WBT) at:

https://pieetraining.eb.mil/wbt/

For instructions specific to posting an offer, select ‘Solicitation Module’ within the Award box at the link above. Then under Solicitation Life Cycle, select ‘Proposals (Offers).’ Then scroll down until you see ‘Posting Offer’ at the left column. Select either the short Demo video or .pdf document for instructions how to submit your offer.

It is strongly suggested to budget training time for understanding of the PIEE Solicitation process before the deadline to submit your offer.

For Frequently Asked Questions (FAQs) and additional training, you can go to the DoD Procurement Toolbox – eBusiness -- Solicitation Module at:

https://dodprocurementtoolbox.com/site-pages/solicitation-module

In the unlikely event the PIEE system and/or Solicitation Module is not operational, and the offeror is unable to access or use the system, the Offeror shall immediately notify BOTH the Contracting Officer and Contract Specialist. Notification must occur PRIOR to the submission deadline of your offer.

If an alternate method for offer submission is authorized via email due to system outages, the Offeror must obtain prior approval from the Contracting Officer/Contract Specialist to use the alternate submission method.

This RFP requires all offers to be submitted in Adobe Acrobat Portable Document Format (PDF) searchable text format.

1.12 PROPOSAL FORMAT:

a) Technical Proposal (Volume I): Submit one (1) “electronic copy” in PDF.

Offeror’s Technical Proposal shall include the following sections, in the general format specified below:

Table of Contents for Volume I - (Listing of all sections of the technical proposal) Tab A which contains submittal for Factor 1 – Relevant Experience of Offeror, Attachment 1.

Tab B which contains submittal for Factor 2 – Relevant Experience - Utility Relocations, Attachment 1.

Tab C which contains submittal for Factor 3 - Past Performance of Offeror, Attachment 3 (If needed).

Tab D which contains Letters of Commitment (Attachment 2 if applicable).

b) Price proposal and Pro Forma information (Volume II): Submit one (1) “electronic copy” in PDF.

Offeror’s Price Proposal shall include the following, in the general format specified below:

Standard Form (SF) 1442 and Price Schedule, Section 00 11 00. (Filled out in its entirety).

Bid Guarantee.

Section 00 45 00, Representations and Certifications.

Pre-Award Information found at back of Section 00 45 00 (filled out in its entirety).

Joint Venture Agreement or Teaming Arrangement (including first-tier small business subcontractor) (If applicable).

NOTE: Offeror’s Price Proposal is due AT THE SAME TIME as Technical Proposal.

1.13 BID GUARANTEE:

Please see provision 52.228-1, Bid Guarantee (SEP 1996), in Section 00 21 00.

Bid Bonds (SF24) must be accompanied by a Power of Attorney containing an original OR electronic signature from the surety, which must be affixed to the Power of Attorney after the Power of Attorney has been generated.

Computer generated and signed Powers of Attorney will be accepted if accompanied by a certification from a current officer of the surety attesting to its authenticity and continuing validity.

Digital scans, or photographed or otherwise reproduced images, of ink signatures are not considered acceptable "electronic signatures." If a required submitted document does not contain electronic signatures, you must submit original hard-copy documents. Current SF24 forms are available at the following website:

https://www.gsa.gov/reference/forms

Send Your Hard Copies:

John Scola, Contract Specialist, Building 1202 U.S. Army Corps of Engineers, Seattle District

CECT-NWS CTA

4735 East Marginal Way S., Bldg. #1202 Seattle, WA 98134-2388

1.14 JOINT VENTURE & TEAMING ARRANGEMENT PROPOSAL REQUIREMENTS:

Joint Ventures: Joint Ventures are considered as Prime Contractors. When proposing as a joint venture, all members of the joint venture shall sign the SF 1442, unless a written agreement by the joint venture is furnished with the proposal designating one firm with the authority to bind the other member(s) of the joint venture. In addition, a copy of the fully executed joint venture agreement shall be submitted with the proposal. Failure to comply with the foregoing requirements may eliminate the proposal from further consideration. If this is an 8(a), SDVOSB or HubZone joint venture, the Offeror shall ensure that it complies with the applicable requirements of 13 CFR Part 124, 13 CFR Part 125 and 13 CFR Part 126, respectively.

Any of the Joint Venture partners identified in the JV agreement can submit project(s) to meet the requirement in Section 00 22 16 for evaluation.

Teaming Arrangement. As defined under FAR Subpart 9.6, a teaming arrangement means:

1. Two or more companies form a partnership or joint venture to act as a potential prime contractor; or

2. A potential prime contractor agrees with one or more other companies to have them act as its subcontractors under a specified Government contract or acquisition program.

Offerors submitting a subcontractor project and offerors wishing to demonstrate experience showing working relationships with proposed teaming partners must submit the following:

a. Provide a listing of the team arrangement members’ corporate name (no abbreviations), address, point of contact, phone number, DUNS Number, unique entity identifier from SAM.gov and Cage Code.

b. Submit a copy of the fully executed teaming agreement between each team member. All teaming agreements shall:

1. Clearly identify the expected relationship, roles and responsibilities between the firms, Prime contractor, and of the subcontractor or other entity (type and proportion of work to be performed); and

2. Shall be signed by the appropriate individual(s) of each firm.

END OF SECTION 00 21 16

SECTION 00 73 00 - SUPPLEMENTARY CONDITIONS

ATTACHMENT 00 72 00-A

INDEX OF DRAWINGS

DATED 04.14.2022

SHEET

NUMBER

PLATE

TITLE

REVISION

DATE

GENERAL INFORMATION

1 GI002 COVER SHEET / INDEX TO DRAWINGS

2 G200 CODE SUMMARY

3 G201 LIFE SAFETY SITE PLAN

CIVIL

4 CI001 NOTES

5 CI002 SITE DIAGRAM AND KEY PLAN

6 CI004 CONSTRUCTION SEQUENCING

7 CI005 CONSTRUCTION ACCESS DIAGRAM

8 CI006 ON-SITE SPOIL / BORROW AREA

9 CD101 TESC / DEMOLITION PLAN

10 CD102 TESC / DEMOLITION PLAN

11 CD103 TESC / DEMOLITION PLAN R0002 4/11/2022

12 CD104 TESC / DEMOLITION PLAN

13 CD105 TESC / DEMOLITION PLAN R0002 4/11/2022

14 CG101 GRADING PLAN

15 CG102 GRADING PLAN

16 CG103 GRADING PLAN

17 CG104 GRADING PLAN

18 CG105 GRADING PLAN

19 CP101 PAVING PLAN

20 CP102 PAVING PLAN R0002 4/11/2022

21 CP103 PAVING PLAN R0002 4/11/2022

22 CP104 PAVING PLAN

23 CP105 PAVING PLAN

24 CU101 UTILITY PLAN R0002 4/11/2022

25 CU102 UTILITY PLAN R0002 4/11/2022

26 CU103 UTILITY PLAN R0002 4/11/2022

27 CU104 UTILITY PLAN R0002 4/11/2022

W912DW22R0004 R0003

SHEET

NUMBER

28 CU105 UTILITY PLAN R0002 4/11/2022

CIVIL (continued)

29 CP201 ROAD PROFILES

30 CP202 ROAD PROFILES

31 CU201 STORM AND SANITARY PROFILES R0002 4/11/2022

32 CU202 STORM AND SANITARY PROFILES

33 CD501 TESC DETAILS

34 CP501 PAVING DETAILS

35 CP502 PAVING DETAILS

36 CU501 UTILITY DETAILS

37 CU502 UTILITY DETAILS

LANDSCAPE

38 L001 LANDSCAPE KEY PLAN

39 LT101 LANDSCAPE TREE PROTECTION PLAN

NORTH

40 LT102 LANDSCAPE TREE PROTECTION PLAN

SOUTH

41 LT103 LANDSCAPE TREE PROTECTION PLAN

LIST & DETAILS

42 L103 LANDSCAPE MATERIALS PLAN

43 L104 LANDSCAPE MATERIALS PLAN

44 L103.1 LANDSCAPE LAYOUT PLAN

45 L104.1 LANDSCAPE LAYOUT PLAN

46 L210 LANDSCAPE DETAILS

47 LI101 LANDSCAPE IRRIGATION PLAN

48 LI102 LANDSCAPE IRRIGATION PLAN

49 LI103 LANDSCAPE IRRIGATION PLAN

50 LI104 LANDSCAPE IRRIGATION PLAN

51 LI210 IRRIGATION DETAILS

52 LP101 LANDSCAPE PLANTING PLAN

53 LP102 LANDSCAPE PLANTING PLAN

54 LP103 LANDSCAPE PLANTING PLAN

W912DW22R0004 R0003

SHEET

NUMBER

LANDSCAPE (continued)

55 LP104 LANDSCAPE PLANTING PLAN

56 LP210 PLANTING DETAILS

MECHANICAL - HVAC

57 MS001 MECHANICAL LEGEND, NOTES, AND

ABBREVIATIONS

58 MS101 MECHANICAL SITE PLAN R0003 4/14/2022

59 MS102 MECHANICAL SITE PLAN

60 MS501 MECHANICAL DETAILS R0003 4/14/2022

61 MS502 MECHANICAL DETAILS

62 MS601 MECHANICAL SCHEDULES AND ALARM

MONITORING

R0003 4/14/2022

ELECTRICAL - GENERAL

63 E001 ELECTRICAL LEGEND AND

ABBREVIATIONS

ELECTRICAL – DEMOLITION PLANS

64 ED101 ELECTRICAL DEMOLITION SITE PLAN

65 ED102 ELECTRICAL DEMOLITION SITE PLAN

66 ED103 TELECOMMUNICATIONS DEMOLITION SITE

PLAN

ELECTRICAL – SITE

67 ES101 ELECTRICAL SITE PLAN

68 ES102 ELECTRICAL SITE PLAN

ELECTRICAL – LIGHTING

69 EL502 LIGHTING DETAILS

70 EL601 LIGHTING FIXTURE SCHEDULE

ELECTRICAL – POWER

71 EP401 POWER ENLARGED PLANS

72 EP501 POWER DETAILS

73 EP602 POWER EXISTING CAMPUS ONE-LINE

DIAGRAM

74 EP603 POWER EXISTING PARTIAL ONE-LINE

DIAGRAMS

75 EP604 ELECTRICAL PANEL SCHEDULES

W912DW22R0004 R0003

SHEET

NUMBER

ELECTRICAL – TELECOMMUNICATIONS

76 ET101 PARTIAL TELECOMMUNICATIONS SITE

PLAN

R0003 4/14/2022

77 ET102 PARTIAL TELECOMMUNICATIONS SITE

PLAN

R0003 4/14/2022

78 ET103 PARTIAL TELECOMMUNICATIONS SITE

79 ET104 PARTIAL TELECOMMUNICATIONS SITE

80 ET105 TELECOMMUNICATIONS PRIMARY AND

SECONDARY BACKBONE PATHWAYS

81 ET106 TELECOMMUNICATIONS PRIMARY AND

SECONDARY BACKBONE PATHWAYS

82 ET107 PARTIAL TELECOMMUNICATIONS SITE

83 ET401 TELECOMMUNICATIONS PLAN

BUILDING 199 PARTIAL LEVEL 1

84 ET402 TELECOMMUNICATIONS PLAN

BUILDING 81 PARTIAL BASEMENT

85 ET601 VIDEO SURVEILLANCE SYSTEM DETAILS

86 ET602 EMERGENCY CALL SYSTEM DETAILS

87 ET603 COPPER BACKBONE CABLING DIAGRAMS

88 ET604 PUBLIC ADDRESS AND MASS

NOTIFICATION CABLING DIAGRAMS

End of Attachment 00 72 00-A

(End of Summary of Changes)

VA American Lake Phase 2 Site Development 21006 Tacoma, WA W912DW22R0004

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/15

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 VIEW LOCATION MAP

1.4 SUPERVISION

1.4.1 Minimum Communication Requirements

1.4.2 Superintendent Qualifications

1.4.2.1 Duties

1.4.3 Non-Compliance Actions

1.5 PRECONSTRUCTION CONFERENCE

1.6 PARTNERING

1.7 ELECTRONIC MAIL (E-MAIL) ADDRESS

1.8 SEISMIC/BLAST CONSULTANT

1.8.1 Qualifications

1.8.2 Duties

1.8.3 Quality Control Field Inspections

1.9 PROJECT PHOTOGRAPHS

1.9.1 General

1.9.2 Progress Photographs

1.10 PAYMENT FOR MATERIALS DELIVERED OFF-SITE

1.11 Contract Authority

1.12 FIELD OFFICE OVERHEAD

1.12.1 Field Office Overhead - Per Diem Rate

1.12.2 Field Office Overhead - Percentage Markup

1.13 MINIMUM INSURANCE REQUIREMENTS

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 30 00 Page 1

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/15

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.

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

1.2 SUBMITTALS

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

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. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

View Location Map; G

Seismic And Blast Plans And Details; G

Progress Photographs

SD-03 Product Data

Qc Field Inspection Reports; G

SD-07 Certificates

Seismic/Blast Consultant; G

SD-11 Closeout Submittals

Photographic Documentation

1.3 VIEW LOCATION MAP

Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

SECTION 01 30 00 Page 2

1.4 SUPERVISION

1.4.1 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of contract work. In addition, if a Quality Control (QC) representative is required on the contract, then that individual must also have fluent English communication skills.

1.4.2 Superintendent Qualifications

The project superintendent must have a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

Identify in the plan an alternate to serve in the event of the Superintendent's absence. The requirements for the alternate are the same as the Superintendent. The Superintendent or their alternate must be on-site at all times while work is being performed.

1.4.2.1 Duties

The project superintendent is primarily responsible for managing and coordinating day-to-day production and schedule adherence on the project.

The superintendent is required to attend partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.4.3 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to insure timely completion.

Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.5 PRECONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule of prices or earned value report, shop drawings, and other submittals, scheduling programming, prosecution of the work, and clear expectations of the "Interim DD Form 1354" Submittal. Major subcontractors who will engage in the work must also attend.

SECTION 01 30 00 Page 3

1.6 PARTNERING

To most effectively accomplish this contract, the Government requires the formation of a cohesive partnership within the Project Team whose members are from the Government, the Contractor and their Subcontractors. Key personnel from the Supported Command, the End User (who will occupy the facility), the Government Design and Construction team and Subject Matter Experts, the Installation, the Contractor and Subcontractors, and the Designer of Record will be invited to participate in the Partnering process. The Partnership will draw on the strength of each organization in an effort to achieve a project that is without any safety mishaps, conforms to the Contract, and stays within budget and on schedule.

The Contracting Officer will provide Information on the Partnering Process and a list of key and optional personnel who should attend the Partnering meeting.

1.7 ELECTRONIC MAIL (E-MAIL) ADDRESS

Establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments as text files, pdf files, and other similar formats. Within 10 days after contract award, provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes or terrorist threats. Multiple email addresses are not allowed.

It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office(s). Promptly notify the Contracting Officer, in writing, of any changes to this email address.

1.8 SEISMIC/BLAST CONSULTANT

Employ a seismic/blast consultant as part of the construction team to evaluate the seismic and blast design for all components, perform calculations to support seismic restraint and blast mitigation design, provide details and layouts, and review, stamp, and sign all relevant submittals.

1.8.1 Qualifications

The seismic/blast consultant shall be a professional engineer with 5 years experience in the area of seismic force restraint and blast mitigation, and be employed by a engineering firm with minimum of 10 years' experience specializing in seismic and blast design.

1.8.2 Duties

The seismic/blast consultant's duties will include, but aren't necessarily limited to:

a. Design of non-structural components that are permanently attached to the structure and their supports and attachments, and constructed to resist the effects of earthquake motions in accordance with ASCE 7, SECTION 01 30 00 Page 4

UFC 3-310-04 , or force requirements defined in UFC 4-010-01 .

b. Definition of project seismic values and blast requirements to be included in the construction documents.

c. Provision of floor plans on a floor-by-floor basis locating all components ground mounted, wall mounted (louvers), and suspended from the structure (ductwork, cable trays, conduit, piping, mechanical devices, etc.) to be anchored or braced in the same plain.

d. Provision of data and details for each component either ground mounted and or suspended from the structure including:

1) Details illustrating all support bracing components (i.e. seismic clips, rod stiffening, vibration isolation hangers, brackets, swaged fittings, cable, wedgy, etc.), method of connection, and specific concrete anchors with manufacturer data and applicable Evaluation Service Report (ESR).

2) Bracing requirements for mechanical equipment/rod hung in table format listing the equipment tag (individual piece of equipment), equipment weight, rod total vertical load, vertical support rod diameter, and four-way splayed bracing requirements (brace reaction, minimum brace assembly, brace anchorage; concrete form deck, concrete metal deck or roof truss).

3) Installation requirements for seismic protection of suspended ductwork, suspended electrical (conduit), piping and cable trays.

Provide maximum spacing of hangers and bracing components.

4) Provision of manufacturer cut sheets and product data (weights, dimensions, access panels etc.) for each component being braced.

e. Providing seismic force equations and calculations from ASCE 7, Chapter 13 seismic restraint for nonstructural components and UFC 3-310-04 including:

1) Equipment weight, width, height, height to C.G., eccentricity,

2) Seismic Force Fp and Fv, and

3) Analysis M (overturning), M (resisting), tension per side, shear, number of connections per side, tension per connection, shear per connection

The seismic/blast consultant shall submit seismic and blast plans and details for Government approval. The Contractor shall install all seismic restraints and blast mitigation provisions in accordance with the seismic/blast consultant's approved plans and details.

1.8.3 Quality Control Field Inspections

At intervals determined by the Contracting Officer, the seismic/blast consultant shall conduct a minimum of three on-site inspections of all installed bracing, restraints, and other seismic and blast provisions to verify compliance with design plans and details, and submit QC field inspection reports for each inspection.

SECTION 01 30 00 Page 5

1.9 PHOTOGRAPHIC DOCUMENTATION

During the construction period through completion, provide photographic documentation of construction progress and at selected milestones including electronic indexing, navigation, storage and remote access to the documentation, as per these specifications. The commercial photographer or the subcontractor used for this work shall meet the following qualifications:

a. Demonstrable minimum experience of three (3) years in operation providing documentation and advanced indexing/navigation systems including a representative portfolio of construction projects of similar type, size, duration and complexity as the Project.

b. Demonstrable ability to service projects throughout North America, which shall be demonstrated by a representative portfolio of active projects of similar type, size, duration and complexity as the Project.

1.9.1 Photographic Documentation Elements

a. Each digital image shall be taken with a professional grade camera with minimum size of 6 megapixels (MP) capable of producing 200 by 250mm (8 by 10 inch) prints with a minimum of 2,272 by 1,704 pixels and 400 by 500mm (16 by 20 inch) prints with a minimum 2,592 by 1,944 pixels.

b. Indexing and navigation system shall utilize actual AUTOCAD construction drawings, making such drawings interactive on an on-line interface. For all documentation referenced herein, indexing and navigation must be organized by both time (date-stamped) and location throughout the project.

c. Documentation shall combine indexing and navigation system with inspection-grade digital photography designed to capture actual conditions throughout construction and at critical milestones.

Documentation shall be accessible on-line through use of an internet connection. Documentation shall allow for secure multiple-user access, simultaneously, on-line.

d. Before construction, the building pad, adjacent streets, roadways, parkways, driveways, curbs, sidewalks, landscaping, adjacent utilities and adjacent structures surrounding the building pad and site shall be documented. Overlapping photographic techniques shall be used to insure maximum coverage. Indexing and navigation accomplished through interactive architectural drawings. If site work or pad preparation is extensive, this documentation may be required immediately before construction and at several predetermined intervals before building work commences.

e. Construction progress for all trades shall be tracked at predetermined intervals, but not less than once every thirty (30) calendar days (“Progressions”). Exterior Progressions shall track 360 degrees around the site and each building.

f. As-built condition of pre-slab utilities and site utilities shall be documented prior to pouring slabs, placing concrete and/or backfilling. This process shall include all underground and in-slab utilities within the building(s) envelope(s) and utility runs in the immediate vicinity of the building(s) envelope(s). This may also

SECTION 01 30 00 Page 6 include utilities enclosed in slab-on-deck in multi-story buildings.

Overlapping photographic techniques shall be used to insure maximum coverage. Indexing and navigation accomplished through interactive site utility plans.

g. Miscellaneous events that occur during any Contractor site visit, or events captured by the Department of Veterans Affairs independently, shall be dated, labeled and inserted into a Section in the navigation structure entitled “Slideshows,” allowing this information to be stored in the same “place” as the formal scope.

h. Customizable project-specific digital photographic documentation of other details or milestones. Indexing and navigation accomplished through interactive architectural plans.

i. Monthly (29 max) exterior progressions (360 degrees around the project) and slideshows (all elevations and building envelope). The slideshows allow for the inclusion of Department of Veterans Affairs pictures, aerial photographs, and timely images which do not fit into any regular monthly photopath.

j. Weekly (21 Max) Site Progressions - Photographic documentation capturing the project at different stages of construction. These progressions shall capture underground utilities, excavation, grading, backfill, landscaping and road construction throughout the duration of the project.

k. Detailed Exact-Built of all Slabs for all project slab pours just prior to placing concrete or as directed by the Resident Engineer.

l. In event a greater or lesser number of images than specified above are required by the Resident Engineer, adjustment in contract price will be made in accordance with clause entitled "CHANGES" (FAR 52.243-4).

Images shall be taken by a commercial photographer and must show distinctly, at as large a scale as possible, all parts of work embraced in the picture.

1.9.2 Coordination

Coordination of photo shoots is accomplished through Resident Engineer.

Contractor shall also attend construction team meetings as necessary.

Contractor’s operations team shall provide regular updates regarding the status of the documentation, including photo shoots concluded, the availability of new Progressions or Exact-Builts viewable on-line and anticipated future shoot dates.

1.9.3 On-line Hosting of Photographs

Contractor shall provide all on-line domain/web hosting, security measures, and redundant server back-up of the documentation. Contractor shall provide technical support related to using the system or service.

Upon completion of the project, final copies of the documentation (the “Permanent Record”) with the indexing and navigation system embedded (and active) shall be provided in an electronic media format, typically a DVD or external hard-drive. On-line access terminates upon delivery of the Permanent Record.

SECTION 01 30 00 Page 7

1.9.4 Final Elevation Digital Images

A minimum of four (4) images of each elevation shall be taken with a minimum 6 MP camera, by a professional photographer with different settings to allow the Resident Engineer to select the image to be printed.

All images are provided to the RE on a CD.

Photographs shall be taken upon completion, including landscaping. They shall be taken on a clear sunny day to obtain sufficient detail to show depth and to provide clear, sharp pictures. Pictures shall be 400 mm x 500 mm (16 by 20 inches), printed on regular weight paper, matte finish archival grade photographic paper and produced by a RA4 process from the digital image with a minimum 300 PPI. Identifying data shall be carried on label affixed to back of photograph without damage to photograph and shall be similar to that provided for final construction photographs.

Furnish six (6) 400 mm x 500 mm (16 by 20 inch) color prints of the following buildings constructed under this project (elevations as selected by the RE from the images taken above). Photographs shall be artistically composed showing full front elevations. All images shall become property of the Government. Each of the selected six prints shall be place in a frame with a minimum of 2 inches of appropriate matting as a border.

Provide a selection of a minimum of 3 different frames from which the SRE will select one style to frame all six prints. Photographs with frames shall be delivered to the Resident Engineer in boxes suitable for shipping.

1.9 PROJECT PHOTOGRAPHS

1.9.1 General

Furnish digital photographs depicting construction as specified herein.

The photographs shall be in digital JPEG format, with a minimum resolution of 1600 by 1200 pixels, 24 bit true color. Submit photos in a Word document, with a caption under each photo showing date taken, project location, contract title and number, and a brief description of what the photo depicts. The photos shall be submitted electronically with the monthly progress paymnet.

1.9.2 Progress Photographs

Construction progress photographs shall be taken between the 1st and 15th of each month and delivered to the Contracting Officer with the payment request for the month taken. Photos shall be taken from at least five positions. Location of positions shall be coordinated with or may be selected by the Contracting Officer. They must show, inasmuch as practicable, work accomplished during the previous month. Photographic quality and composition of photos shall be such that they can be used for briefings and/or to illustrate articles on the construction progress of the project.

1.10 PAYMENT FOR MATERIALS DELIVERED OFF-SITE

(a) Pursuant to FAR clause 52.232-5, Payments Under Fixed Priced Construction Contracts, materials delivered to the contractor at locations other than the site of the work may be taken into consideration in making payments if included in payment estimates and if all the conditions of the General Provisions are fulfilled.

Payment for items delivered to locations other than the work site will be limited to:

SECTION 01 30 00 Page 8

(1) Materials required by the technical provisions; or

(2) Materials that have been fabricated to the point where they are identifiable to an item of work required under this contract; or

(3) Items specifically listed below in paragraph b.

(b) Such payment will be made only after receipt of paid or receipted invoices or invoices with canceled check showing title to the items in the prime contractor and including the value of material and labor incorporated into the item.

1.11 Contract Authority

This Contract is administered by USACE. Interpret any references to VA administrative personell as referencing USACE COR or ACO.

1.12 FIELD OFFICE OVERHEAD

Notice to Offerors: You must declare below the accounting practice that you apply to Contracts to calculate field office overhead for all change orders, modifications, and requests for equitable adjustment. Pursuant to Federal Acquisition Regulation (FAR) Parts 31.105(d)(3) and 31.203(d)(1), an accounting practice that varies from modification to modification is not allowable. Select one of the following:

a. If you use Time Distribution Base for Per Diem Rate practice, see Special Contract Requirement SC-17 "Field Office Overhead - Per Diem Rate".

b. If you use Direct Cost Distribution Base for a Percentage Mark-up practice, see Special Contract Requirement SC-18 "Field Office Overhead - Percentage Markup".

c. If you choose Other Accounting Practice That is Allowed Under the FAR and That Uses a Single Distribution Base, you must describe the accounting practice in sufficient detail below to allow the Contracting Officer to determine what accounting practice is being utilized by your company and that it complies with the criteria for acceptable accounting practices as set out in FAR Parts 31.105(d)(3) and 31.203(d)(1).

1.12.1 Field Office Overhead - Per Diem Rate

The Contracting Officer shall make an equitable adjustment and modify the Contract in writing for any change to the Contract, issued pursuant to the Changes clause or otherwise, for which the Government is responsible, and which causes either an increase or decrease in the Contractor's costs as to time or performance under the Contract. Under such an equitable adjustment, the Contractor's field office overhead shall be an allowable cost, in accordance with the Contractor's accounting practice as identified by the Contractor in its Bid Schedule.

The Contractor shall declare which standard form of accounting practice it applies to field overhead costs: if a Contractor indicates that it follows a per diem basis, no overhead percentage markup rate for office overhead costs shall be allowed.

SECTION 01 30 00 Page 9

Under such an equitable adjustment, the Contractor shall be reimbursed for field office overhead on a per diem basis when the completion of the Contract is extended by reason of the change issued under any clause, except the Default clause, subject to the Contractor substantiating the variable expense by providing a detailed breakdown of its proposed increase or decrease of costs as required by the Contract Clause DFARS 252.236-7000 MODIFICATION OF PROPOSALS - PRICE BREAKDOWN.