B05 Amend A00003.pdf

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 or (c) By separate letter or electronic communication 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 letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

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

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

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

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

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

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.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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

IT MODIFIES THE CONTRACT/ORDER NUMBER 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

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, 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)

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.

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 (Number, 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)

Previous edition unusable

The purpose of this amendment is to:

1) Include a revised SF1442 extending the proposal due date from 28 December 2023 to 11 January 2024 at 2:00PM PST – (2 pages)

2) Include a revised Section B, see highlighted area (3 pages)

3) Include a revised SOW (2 pages)

4) Include a revised Section M.3.1 to match the revised price schedule (1 page)

5) Include a list of questions from prospective offerors and the responses (3 pages)

6) Include a revised Section J to include attachments: (2 attachments)

- Crownpoint Staff Quarters Geotechnical Report

- CPSQ SITEWORK PHASING C004

7) Include a link to the informational only attachment reference in

- Lybrook-MDWCA-2019-Water-System-Improvements-Project-Manual-TECHNICAL- SPECIFICATIONS.pdf (navajo.net)

NOTICE TO OFFERORS: Offerors must acknowledge receipt of any and all amendments by number and all amendments by number and date on their cover letter in their offeror or by submitting a signed copy of the SF30. All other terms and conditions remain unchanged.

https://www.navajo.net/wp-content/uploads/2020/10/Lybrook-MDWCA-2019-Water-System-Improvements-Project-Manual-TECHNICAL-SPECIFICATIONS.pdf https://www.navajo.net/wp-content/uploads/2020/10/Lybrook-MDWCA-2019-Water-System-Improvements-Project-Manual-TECHNICAL-SPECIFICATIONS.pdf

(See ).

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

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

9. FOR

INFORMATION CALL:

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

SOLICITATION

1. SOLICITATION NUMBER

5. REQUISITION/PURCHASE REQUEST NUMBER

CODE

6. PROJECT NUMBER

8. ADDRESS OFFER TO

4. CONTRACT NUMBER

7. ISSUED BY

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

11. The contractor shall begin performance within

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

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

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and

b. An offer guarantee

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

STANDARD FORM 1442 (REV. 12/2022)

Prescribed by GSA - FAR (48 CFR) 53.236-1(d) calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

is, is not required.

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

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes copies to perform the work required are due at the place specified in Item 8 by (hour) award, YES NO notice to proceed. This performance period is mandatory negotiable.

calendar days and complete it within calendar days after receiving

a. NAME b. TELEPHONE NUMBER (Include area code) (NO COLLECT CALLS)

12b. CALENDAR DAYS

2. TYPE OF SOLICITATION

SEALED BID (IFB)

INVITATION FOR BID

NEGOTIATED (RFP)

REQUEST FOR PROPOSAL

3. DATE ISSUED PAGE OF PAGES

75H70124R00004

Indian Health Service Division of Engineering Services (DES) - Seattle 701 5th Ave, Suite 1600 Seattle, WA 98104

Project: NA15CP102Q7, Crownpoint Staff Quarters Longmark Replacement

Location: Junction Road 371 Route 9, Crownpoint, NM 87131-0358

See Section L for Proposal Preparation Instructions and Site Visit Information.

This project will be procured as full and open competition under North American Industry Classification System (NAICS) code 236116 New Multifamily Housing Construction (except For-Sale Builders). The associated size standard for this procurement is $45 million.

CONSTRUCTION MAGNITUDE: The magnitude of this construction project is anticipated to more than $10,000,000.00, in accordance with FAR 36.204(e).

see block 7

Taylor Kanthack 206-615-2805 or taylor.kanthack@ihs.gov

NA15CP102Q7

1 62

1/11/2024

2:00PM PST

10 days after award

FR 52.211-10(a)

AWARD (To be completed by Government)

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 calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement by the Government in writing within stated in Item 13d. Failure to insert any number means the offeror accepts the minimum in Item 13d.)

OFFER (Must be fully completed by offeror)

AMOUNTS

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

NUMBER

DATE

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code)

CODE FACILITY CODE

15. TELEPHONE NUMBER (Include area code)

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

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print)

21. ITEMS ACCEPTED:

22. AMOUNT

26. ADMINISTERED BY

30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print)

31c. DATE

STANDARD FORM 1442 (REV. 12/2022) BACK

31b. UNITED STATES OF AMERICA

BY

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

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.

30b. SIGNATURE 30c. DATE

28. NEGOTIATED AGREEMENT (Contractor is required to sign this document and return 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.

copies to issuing office.) Contractor agrees to furnish

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

23. ACCOUNTING AND APPROPRIATION DATA

ITEM

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO THE UNITED STATES

CODE AT

27. PAYMENT WILL BE MADE BY

10 U.S.C. 3204(a) ( ) 41 U.S.C. 3304(a) ( )

20b. SIGNATURE 20c. OFFER DATE

B.4

Indian Health Service, DES - Seattle 701 5th Ave, Suite 1600 Seattle, WA 98104

Indian Health Service - Navajo Area Office 272 Hwy 264 Window Rock, AZ 86515-9020

Jennifer J. Scroggins

Base Total (CLIN 0001-0018) $________________________

SECTION B - SUPPLIES OR SERVICES AND PRICES/COSTS

B.1. CONSIDERATION

The contractor shall furnish all labor, materials, supplies, services, and equipment necessary to complete all work for the Crownpoint Staff Quarters Replacement in accordance with the Scope of Work, specifications, drawings, and other documents incorporated via amendment.

B.2. CONTRACT PRICING

Schedule of Prices

CLIN

Description Quant ity

Unit Unit Price Amount

Verify quantities 2012 Hazardous Materials (HM) Report for ea. building shown in plans 1 LS $ $

Abatement/Demo Plan for all buildings per plans and specifications

1 LS $ $

Abatement of HM and demolition of buildings per plans and specifications 1 LS $ $

Remove sidewalk, curb and gutter, and pavement section and associated sitework PHASE I.

1 LS

Install utility services as shown on attached plans and associated sitework 1 LS

Construct Single Family 1 Bedroom house and associated sitework LOT 3041 1

EA $ $

Construct Single Family 2 Bedroom house and associated sitework LOT 3017 1

EA $ $

Construct Duplex 2 Bedroom Multi-family house and associated sitework LOT 3018 1

EA $ $

Construct Duplex 2 Bedroom Multi-family house and associated sitework. Lot 3019 1

EA $ $

Construct Quadplex Multi-family house and associated sitework. 5

EA $ $

BASE SUBTOTAL $

Option

Construct Street Improvements to include sidewalks, ADA ramps, asphalt paving, finish utilities and associated sitework PHASE I. 1 LS

Construct Single Family 2 Bedroom house, ADA, and associated sitework LOT

3040. 1 EA

Construct Duplex 2 Bedroom Multi-family house and associated sitework LOT

3044/45. 1 EA

Construct Quadplex Multi-family house and associated sitework LOTS 3029/3030. 1 EA

Remove sidewalk, curb and gutter, and pavement section and associated sitework PHASE II. 1 LS

Construct Street Improvements to include sidewalks, ADA ramps, asphalt paving, finish utilities and associated sitework PHASE II. 1 LS

Remove only damaged curb and gutter and sidewalks, and mill the top one inch of asphalt and pave with surface course asphalt PHASE I. The cost for this CLIN is Not to Exceed (NTE) the amount listed. NTE

$62,500.00 $62,500.00

Remove only damaged curb and gutter and sidewalks, and mill the top one inch of asphalt and pave with surface course asphalt PHASE II. The cost for this CLIN is Not to Exceed (NTE) the amount listed. NTE

$125,000.00 $125,000.00

OPTIONS SUBTOTAL $

TOTAL (CLINs 0001- 0018) $

NOTES:

Option 0017 - The amount of Option 0017 is the amount that is in lieu of complete replacement of existing sidewalk, curb and gutter, and pavement section PHASE I as shown on C004. Will be determined after issuance of Notice to Proceed (NTP) and upon inspection.

Option 0018 - The amount of Option 0018 is the amount that is in lieu of complete replacement of existing sidewalk, curb and gutter, and pavement section PHASE II as shown on C004. Will be determined after issuance of Notice to Proceed (NTP) and upon inspection.

The prices provided shall include all general conditions and requirements to complete said work per contract.

As a reminder, all offerors are responsible for allowing for all applicable state, local and tribal (where applicable) taxes and fees within their bids and to perform their own due diligence in ascertaining them.

The Contractor is responsible to pay all applicable Tribal fees and/or taxes, or applicable requirements that may be incurred as a result of this project. Failure on the part of the successful Offeror not to include these fees or the appropriate impacts will not constitute a request for an equitable adjustment to the contract price.

B.3 Incidental Payment Items – The intent of the contract is to provide for the complete work of the project described in the contract. Unless otherwise provided, the contractor shall furnish all labor, materials, equipment, tools, transportation, and supplies, taxes and fees requirements and perform all work required to complete the project in accordance with the drawings, specifications, and provisions of the contract. Payment for contract work will be made for and under those pay items included in the Schedule of Items (which is one lump sum price for the contract). All other work and materials will be considered as incidental to and included in the payment for items shown.

B.4 SF1442, Block 24: Submit invoices in accordance with Section I.5, HHSAR 352.232-71, Electronic Submission of Payment Requests (Mar 2022) and Section G.4 through G.6.

B.5. Disclosure of the Magnitude: In accordance with FAR 36.204, this project is estimated to be over $10,000,000.00.

B.6. Wage Determination: Construction wages shall be paid for all applicable labor categories for each price schedule line item and shall be included in all pricing in accordance with FAR 52.222-6, Construction Wage Rate Requirements. See Section J, Attachment 1, Wage Determination(s) included as part of this solicitation.

B.7. OPTIONS: The Government will evaluate the Option CLINS 0011-0018 in accordance with FAR Clause 52.217-5 Evaluation of Options. Option CLINs 0012-0018 may or may not be awarded and may be exercised at the time of award OR within 180 calendar days from date of award. The Government may exercise none, one singularly, a combination of more than one or all options listed above in accordance with FAR Clause 52.217-7 Option for Increased Quantity—Separately Priced Line Item. The Option CLINS 0012-0018 shall include all applicable OH/profit/taxes/fees/bonding. See section C for additional information regarding Option CLINs 0011-0018.

IMPORTANT INFORMATION:

Under no circumstances will any oral statements made be binding upon the Government unless such statements or agreements are issued in writing by the Contracting Officer.

Only a warranted Contracting Officer acting within their delegated limits has the authority to issue modifications or otherwise change the terms and conditions of this contract. If an individual other than the Contracting Officer attempts to make changes to the terms and conditions of this contract, you shall not proceed within the change and shall immediately notify the Contracting Officer.

END OF SECTION

SECTION C – STATEMENT OF WORK

C-1. Project Description.

A. Title: Crownpoint Staff Quarters, Repair by Replacement.

B. Location: The site is located on the Navajo Nation in New Mexico in the Crownpoint South Quarters residential area off of US 371 and Indian Service Route 104, approximately 1.2 miles southwest of the hospital.

C. Period of Performance: 730 calendar days.

D. Description: Crownpoint Staff Quarters will consist of demolition/abatement of twenty-five (25) existing homes, the construction of thirty-three (33) units to include three (3) Single Family homes (1 and 2 bedrooms, 1 ADA), six (6) Quadplex multi-family homes (1 and 2 bedroom), and four (4) Duplex multi-family homes (2 bedroom). This includes replacement of sidewalks, ramps, curb /gutter, pavement section, and construction of all utility improvements as shown on the attached plans.

C-2. Scope of Work.

The Contractor shall furnish all personnel, materials, services, and facilities and shall perform all work necessary to verify quantities and remove all hazardous materials as shown in the attached 2012 Hazardous Report for 25 existing buildings and abate and demolish these buildings. Also perform all work necessary to construct the proposed Crownpoint Staff Quarters as described in C-1. The demolition and construction shall be in accordance with the attached Construction Documents as listed in C-6. Refer to plan sheet A103 for limits of scope.

C-3. Period of Performance.

Following the Notice to proceed the Contractor shall proceed and complete the work and within 730 days of award. The Contractor may submit an alternative schedule for the Contracting Officers review and approval. The verified hazardous material survey and plan shall be due no later than 75 days after issuance of the Notice to Proceed (NTP).

C-4. Work Requirements/Deliverables.

A. Provide hazardous material survey/report (CLIN 0001) of the twenty-five (25) existing buildings with a detailed cost estimate to abate and demolish these buildings within (CLIN 0002 and 0003).

The government shall review the report and cost estimate and provide direction within 21 days of receipt of submittal.

B. During demolition of existing buildings (CLIN 0003) and sidewalk, curb and gutter, and pavement section (CLIN 0004), Sandpiper can be closed between Mercy and King streets only. Traffic must not be impeded on any other streets during demolition and construction.

C. General Requirements detailed in Division 01 of the attached project specifications shall be followed unless stated otherwise in this contract.

D. When construction begins the Contractor is responsible for conducting weekly Project Status meetings with all stakeholders to discuss construction status, safety, submittals, RFI’s, schedule, quality control, and any other issues as required. This includes providing minutes for each meeting using Microsoft Outlook or equivalent to invite for each meeting. Meetings shall be by an electronic platform as approved by the Contracting Officer.

E. Prior to construction start the Contractor shall provide a project schedule for review and approval by the Contracting Officer. Updates are required monthly prior to progress payment requests.

C-5. Coordinating Instructions.

A. Any work with existing water, sewer, and natural gas utilities shall be coordinated with NTUA local office to include service connections and excavations within easements and rights-of-way. Any work with the existing electric utilities shall coordinated with Continental Divide COOP, locating in Grants, New Mexico.

B. Site Access. The Contractor shall coordinate with the Crownpoint Service Unit personnel prior to starting any work on site.

C. All work that affects roadway operation shall be coordinated by the Contractor before work with the Crownpoint Service Unit personnel.

C-6. Included Attachments. The following attachments are included as part of the contract for required services, deliverables and reference documents.

A. Construction Plans/Drawings, Attachment J02

B. Construction Specifications, Attachment J03

C. Building Demolition Limits, Attachment J04

D. Location Map, Attachment J05

E. CPSQ 2012 Hazardous Material Report, Attachment J06

M.3.1 VOLUME 2: PRICE

Basis of Evaluation: The Government shall conduct a price evaluation of technically acceptable offer(s).

The Government will evaluate price based on the “Total Price,” including CLIN 0001 – CLIN 0010 and Option CLINs 0011 – CLIN 0018 included in Section B of this solicitation in accordance with FAR 52.217-5, Evaluation of Options.

Failure to address any of the Section L.12. VOLUME II (Price Proposal) Submittal Requirements may result in an “UNACCEPTABLE” rating and the proposal may not be considered for further evaluation.

Question and Answers Crownpoint Staff Quarters Replacement

75H70124R00004

Item Section Question Response

1 Will Domestic Material be required for this project?

Refer to Section I of the solicitation, clause 52.225-9.

2 What Entity or Agency is Funding this project?

IHS and Service unit are funding this project.

Plan sheet C400

Engineer Utility notes #15 give a description of a 1” service line with a 5/8x3/4 meter setter. Sheet C401 water key notes show 1 ½ service connections and fittings. Could you clarify service line size? If the service line size is 1 ½ are you asking for SCH40?

Material, construction and testing should conform to 2008 NTUA Technical Specifications – found at the following link – This attachment is for information purposes:

Lybrook-MDWCA-2019-Water-System- Improvements-Project-Manual- TECHNICAL-SPECIFICATIONS.pdf (navajo.net)

The pipe should by Polyethylene (PE) 200 PSI. SIDR 9 in conformance with ASTM D2239. See Sections 3.07.02 to 3.07.05 for saddles, stops and fittings for line connections.

4 Sheet C400

This shows the existing sewer line is 10” Ductile Iron. If so are you tapping into the DI for service connections or cutting in the connection? If you are tapping what kind of saddle would you allow for a tap? If you are cutting in the connection, could you provide a spec for the lining for the MJ fittings?

For all material and testing, please Reference 2008 NTUA Technical Specifications found at the following link – This attachment is for information purposes:

Lybrook-MDWCA-2019-Water-System- Improvements-Project-Manual- TECHNICAL-SPECIFICATIONS.pdf (navajo.net)

Service connections to existing pipe can be by saddle type fittings per NTUA Technical Specifications 4.03.04. Ductile Iron Wastewater Pipe Fittings. Also reference NTUA standard WWS-1 shown as detail 13 on Sheet C703. Saddle is SDR 35 PVC

Could provide the existing pipe size and type for the water service connections?

The water line is 250mm or 6”. NTUA has as-built information for the water, sewer and gas. This information should be provided to the contractor for use in planning and construction.

6 Sheet C301

Sheet C301 has 2 existing lines that will need to be lowered per sheet C705 detail.

Could you provide the existing pipe size and type?

8” runs north-south and 6” runs east west.

Use detail 30 for crossing cover dimensions

7 Is AASHTO required for the 24” & 30” HDPE on sheet C301?

Refer to 12/C702.

https://www.navajo.net/wp-content/uploads/2020/10/Lybrook-MDWCA-2019-Water-System-Improvements-Project-Manual-TECHNICAL-SPECIFICATIONS.pdf https://www.navajo.net/wp-content/uploads/2020/10/Lybrook-MDWCA-2019-Water-System-Improvements-Project-Manual-TECHNICAL-SPECIFICATIONS.pdf https://www.navajo.net/wp-content/uploads/2020/10/Lybrook-MDWCA-2019-Water-System-Improvements-Project-Manual-TECHNICAL-SPECIFICATIONS.pdf https://www.navajo.net/wp-content/uploads/2020/10/Lybrook-MDWCA-2019-Water-System-Improvements-Project-Manual-TECHNICAL-SPECIFICATIONS.pdf https://www.navajo.net/wp-content/uploads/2020/10/Lybrook-MDWCA-2019-Water-System-Improvements-Project-Manual-TECHNICAL-SPECIFICATIONS.pdf https://www.navajo.net/wp-content/uploads/2020/10/Lybrook-MDWCA-2019-Water-System-Improvements-Project-Manual-TECHNICAL-SPECIFICATIONS.pdf https://www.navajo.net/wp-content/uploads/2020/10/Lybrook-MDWCA-2019-Water-System-Improvements-Project-Manual-TECHNICAL-SPECIFICATIONS.pdf https://www.navajo.net/wp-content/uploads/2020/10/Lybrook-MDWCA-2019-Water-System-Improvements-Project-Manual-TECHNICAL-SPECIFICATIONS.pdf

Units 3020, 3021, and 3032 to 3039 are highlighted on the Building Demolition Limits and are not on the Hazardous Materials Report, can the contractor price the abatement for the units not in the Hazardous Materials Report using the survey for unit 3023?

Yes, a contractor can use the price for unit 3023 and be verified by contractor after awarded contract.

Units 3025 to 3031 are listed as part of the contract for demolition in the Hazardous Materials Report and these units are not highlighted on the Building Demolition Limits, is the contractor to demolition units 3025 to 3031 and 3040 as part of the contract?

Refer to sheets A101 and A103 for units to be removed and locations of new units.

Units 3019-2, 3022, 3023, 3024, 3025, 3026, 3027, 3028, 3029, 3030 shall be demolished under phase 2 scope.

Section B, B.2. Contract Pricing CLIN #0017 and 0018 states “Remove only damages curb and gutter and sidewalk” however, the quantity of damaged curb and gutter and sidewalk are not shown on the plans.

Can the Government provide a drawing showing the location and limits for the damaged curd and gutter and sidewalk to be replaces?

See the revised price schedule.

Section B

Price Schedule

It appears that 35 new housing units rather than the 33 referenced in the RFP and plans are shown in the Schedule of Prices. I believe this may be due to CLIN 0009 showing quantity 2 duplexes rather than 1. Is CLIN 0009 intended to only refer to lot 3044/3045?

It is 33 units per the SOW and RFP. CLIN 0009 was revised to 1 Duplex (from 2). CLIN 0009 description was revised to LOT 3019.

CLIN 0013 was revised to LOT 3044/45.

(See revised Section B)

Section B

Price Schedule

Is the sitework demo and construction listed as phase 1 in CLINS 0004 & 0011 under the Base pricing intended to correspond with phase 1 of the new housing units construction shown on A103? Similarly, is the sitework demo and construction listed as phase 2 under the Options pricing in CLINS 0015 & 0016 intended to correspond to phase 2 shown on A103? If that is the intent, the number of new housing units listed in the Base and Options pricing sections do not match the number of units listed in phase 1 and phase 2 on A103 respectively. Or is the sitework demo and construction phases 1 and 2 independent of the housing units new construction phases 1 and 2? Said another way, is there a plan that shows what civil demo and new civil construction

Refer to red lined C004 attached showing the Sitework Phase I and Phase 2. See Attachment J11 and revised Section J is considered phase 1 and what is considered phase 2?

Regarding sheet A204, the Key Note 05 52 Metal Patio Railing. The specification book does not include a Metal Patio Railing section nor is it in the Table of Contents. We are unsure what to bid for these.

Refer to D1/A511 and Section 323119 - Decorative Metal Fences and Gates.

In sections 22 11 16, 22 11 20, and 22 13 16, the specifications reference Section 22 05 48 "Vibration and Seismic Controls for Plumbing Piping and Equipment". I don't see that section in the specifications.

Please advise.

Section 22 05 48 "Vibration and Seismic Controls for Plumbing Piping and Equipment" references shall be removed from sections: 22 11 16, 22 11 20, and 22 13 16.

On Sheet G001 Codes and Standards I mentions to uses 2021 IBC Code. Then on the structural sheet S001 it states to use the 2018 IBC Code. Can we get clarification of which code to use for the plans?

Contractor shall apply International Residential Code (IRC) 2021 to 1 Bedroom plans, Two Bedroom plans, Two Bedroom ADA plans, and Duplex plans.

Contractor to shall apply International Building Code (IBC) 2021 to Quadplex plans.

In review of the plans provided on SAMS.gov we did not find a copy of the Geotechnical Report for the project.

Please provide.

The Geotechnical Report will be added as Attachment J10. Please see the attached document and a revised section J.

SECTION J

LIST OF ATTACHMENTS

The following listed attachments are a part of this solicitation and any resultant contract.

ATTACHMENT 1 – Construction Wage Determinations (NM20230002) ATTACHMENT 2 – CPSQ 100CD Drawings ATTACHMENT 3 – CPSQ 1000CD Specifications ATTACHMENT 4 – CPSQ Building Demolition Limits ATTACHMENT 5 – Location Map ATTACHMENT 6 – CPSQ Hazardous Material Report ATTACHMENT 7 – Subcontracting Plan ATTACHMENT 8 – Company Specialized Experience Form Construction ATTACHMENT 9 – Past Performance Questionnaire ATTACHMENT 10 – Crownpoint Staff Quarters Geotechnical Report

ATTACHMENT 11 – CPSQ SITEWORK PHASING C004

Division of Engineering Services (DES) - Seattle 701 5th Ave, Suite 1650 Seattle, WA 98104