C05_01_140R2024Q0106_RFQ_29JULY2024.pdf

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Stampede Dam Gate and Tunnel House Door Replacemen
Solicitation number
140R2024Q0106
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This document is a solicitation for the Stampede Dam Gate and Tunnel House Door Replacement project. The objective is to replace the existing gate house door and tunnel house door at Stampede Dam in California. The work includes removing and disposing of the existing doors and frames, furnishing and installing new doors and frames, and related repairs and disposal.

The solicitation is being procured under FAR Part 13, Simplified Acquisition Procedures, and FAR Part 36, Construction and Architect-Engineer Contracts. The estimated price range is $25,000 - $100,000. Key requirements include using steel doors and frames with specific hardware, performing concrete repairs, installing joint sealants, and providing project record documents. The work must be completed within 60 calendar days after receiving the notice to proceed, with potential liquidated damages of $800 per calendar day for late completion. Prospective offerors may attend a non-mandatory pre-bid site visit. The Bureau of Reclamation is the contracting agency.

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Solicitation No.140R2024Q0106

Stampede Dam Door Replacement

Lahontan Basin Area Office (LBAO)

This page intentionally left blank.

Solicitation No. 140R2024Q0106

TABLE OF CONTENTS

SECTION A - Solicitation, Offer and Award Form (SF 1442)

SECTION B - Pricing Schedule

SECTION C - Statement of Work

SECTION D - Packaging and Marking

SECTION E - Inspection and Acceptance

SECTION F - Deliveries or Performance

SECTION G - Contract Administration Data

SECTION H - Special Contract Requirements

SECTION I - Contract Clauses

SECTION J - List of Documents, Exhibits, and Other Attachments

SECTION K - Representations, Certifications and Other Statements of

Offerors

SECTION L - Instructions, Conditions and Notices to Offerors

SECTION M - Evaluation Factors for Award

SOLICITATION, OFFER,

AND AWARD

2. TYPE OF SOLICITATION

6. PROJECT NO. 4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO.

PAGE OF PAGES

7. ISSUED BY CODE 8. ADDRESS OFFER TO

SOLICITATION

(Construction, Alteration, or Repair)

1. SOLICITATION NO. 3. DATE ISSUED

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

9.

INFORMATION CALL

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

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

FOR

SEALED BID (IFB)

NEGOTIATED (RFP)

Bureau of Reclamation

Mid-Pacific Region

Regional Office Division of Acquisition Services

R20

2800 Cottage Way, Room E-1815

Sacramento CA 95825-1898

Bureau of Reclamation - Interior Region 10

2800 Cottage Way, RM E1815

Sacramento, CA 95825-1898 Email: slindner@usbr.gov

Abelardo Lopez 9169785398

107/29/2024

140R2024Q0106

INVITATION FOR BID

REQUEST FOR PROPOSAL

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date)

A. Stampede Dam Gate and Tunnel House Door Replacements

B. Work Site Location: Work is located at Stampede Dam, CA

C. Estimated Price Range: $25,000 - $100,000

D. This requirement is being procured under Federal Acquisition Regulation (FAR)

Part 13, Simplified Acquisition Procedures and FAR Part 36, Construction and

Architect-Engineer Contracts.

NAICS Code: 236220 and applicable size standard $45 million.

11. The Contractor shall begin performance within

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

award, notice to proceed. The performance period is mandatory negotiable. (See ________________________________________________.)

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and is not required.is, 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.

(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.

d. Offers providing less than

12b. CALENDAR DAYSYES NO

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

7 60 calendar days and complete it within ________________ ________________ calendar days after receiving

Section F

________________________ 08/28/2024

NSN 7540-01-155-3212

x x x x copies to perform the work required are due at the place specified in Item 8 by _____________ ___________________ (hour) local time calendar days for Government acceptance after the date offers are due will not be considered and will be rejected . _________________

STANDARD FORM 1442 (Rev. 12/2022)

Prescribed by GSA

FAR(48 CFR) 53.236-1(d)

0040670487

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 to or greater than the minimum requirement stated in item 13d. Failure to insert any number means the offeror accepts the minimum in item 13d.)

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

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

CODE FACILITY CODE

AMOUNTS

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

19. ACKNOWLEDGEMENT OF AMENDMENTS

OFFER (Must be fully completed by offeror)

(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 THE UNITED STATES CODE AT

26. ADMINISTERED BY CODE 27. PAYMENT WILL BE MADE BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this document 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) 31a. NAME OF CONTRACTING OFFICER (Type or print)

30b. SIGNATURE 30c. DATE 31b. UNITED STATES OF AMERICA 31c. DATE

BY

2PAGE OF

Bureau of Reclamation Mid-Pacific Region

Regional Office Division of Acquisition Services

R20

2800 Cottage Way, Room E-1815

Sacramento CA 95825-1898

Abelardo Lopez

28. NEGOTIATED AGREEMENT 29. AWARD

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

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

STANDARD FORM 1442 (REV. 12/2022) BACK

Continued...

and return

(Contractor is not required to sign this document.) Your offer on this

ITEM NO.

(A)

SUPPLIES/SERVICES

(B)

QUANTITY

(C)

UNIT

(D)

UNIT PRICE

(E)

AMOUNT

(F)

NAME OF OFFEROR OR CONTRACTOR

3 3

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

140R2024Q0106

Delivery: 11/16/2024

Delivery Location Code: 0009909983

Bureau of Reclamation-MP-LBAO

Stampede Dam and Powerplant

11886 Stampede Dam Rd

Truckee CA 96161 US

Period of Performance: 09/17/2024 to 11/16/2024

00010 Stampede Dam Gate & Tunnel House Door Replacements

See Price Schedules located in Section B.

Product/Service Code: Z2AA

Product/Service Description: REPAIR OR ALTERATION

OF OFFICE BUILDINGS

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

Price Schedule B - 1

CONTINUATION OF

SECTION B – SUPPLIES OR SERVICES AND PRICES/COSTS

Stampede Dam Door Replacements

B.1 PRICE SCHEDULES

(a) Quotes will be considered for award on the following Price Schedule, but no quote will be considered for award on only a part of the Price Schedule.

(b) Quotes are subject to the terms and conditions of this solicitation.

(c) See the contract clause at WBR 1452.232-81, Payment for Mobilization and Preparatory

Work, for CLIN 0010.

B.2 DEFINITIONS

(a) CLIN – Contract Line Item Number.

CLIN Section Supplies or Services Quantity and Unit

Unit Price

Amount

0010 WBR

1452.232-81

Mobilization & Preparation

For the lump sum of $

0020 C - SOW Removal and Disposal of Existing Gate House Door and Frame

For the lump sum of $

0030 C – SOW Removal and Disposal of Existing Tunnel House Door and Frame

For the lump sum of $

0040 C - SOW Furnishing and Installing New Gate House Door and Frame

For the lump sum of $

0050 C - SOW Furnishing and Installing New Tunnel House Door and Frame

For the lump sum of $

TOTAL FOR PRICE SCHEDULE $ ______________

Price Schedule

B - 2

B.2. Prevision:

WBR 1452.236-85 INSTRUCTION FOR MOBILIZATION AND MAR 2022

PREPARATORY WORK SCHEDULE LINE

ITEM – BUREAU OF RECLAMATION

The Contracting Officer estimates that the Section B Mobilization and Preparatory Work schedule line item should not exceed 10 percent of the total bid price. Your attention is directed to contract clause WBR 1452.232-81 Payment for Mobilization and Preparatory Work, which reflects how the Government will pay for this line item, including how payment will be made when the price bid for this schedule line item is higher than the percentage stated herein.

END OF SUPPLIES OR SERVICES AND PRICES

Statement of Work C - 1

Solicitation No. 140R2024Q0106

SECTION C – STATEMENT OF WORK

STAMPEDE DAM GATE AND TUNNEL HOUSE DOOR REPLACEMENTS

STAMPEDE DIVISION

WASHOE PROJECT, NEVADA-CALIFORNIA

SECTION 1 – PROGRAM OBJECTIVES

1.1 General

The objective for the Stampede Dam Gate and Tunnel House Door Replacements project is to perform the work necessary to replace the existing gate house door and existing tunnel house door. The Contractor shall furnish materials, equipment, supplies, services, personnel, permits, and other resources necessary to perform the work. Close coordination with Bureau of

Reclamation (Reclamation) is required to ensure minimal disruption to Stampede Dam and

Powerplant operations.

1.2 Location

The work is located at Stampede Dam, approximately 10 miles northeast of Truckee, California, in Sierra County. The site is located on Government property. The work is located at the existing gate house door and the existing tunnel house door.

1.3 Background

The existing doors are approximately 50 years old. The existing doors are deteriorating and in need of replacement.

The Contractor shall determine the exact location of all existing utilities before commencing work. The Contractor shall be responsible for damages and costs resulting from or associated with its failure to locate and protect any and all utilities.

1.4 Site Visit

Prospective Offerors may attend a non-mandatory prebid site visit to be held. The date and beginning time for the prebid site visit will be determined. Prospective Offerors shall make

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Solicitation No. 140R2024Q0106 arrangements to attend the prebid site visit by contacting the Contracting Officer (CO).

Attendees are to provide and wear safety boots and safety vests.

1.5 Scope

The Contractor shall perform the following in accordance with Federal, State, and local requirements:

1. Remove and dispose existing gate house door and frame.

2. Remove and dispose existing tunnel house door and frame.

3. Furnish and install new gate house door and frame.

4. Furnish and install new tunnel house door and frame.

5. Repair areas damaged by the Contractor.

6. Properly dispose of waste.

SECTION 2 – CONTRACT OBJECTIVES

2.1 Materials

2.1.1 Steel Doors and Frames

Exterior doors shall be L Series hollow steel doors with MU series multi-use flush frames manufactured by Steelcraft or equal, having the following essential characteristics:

• Exterior doors: ANSI/SDI A250.8, Level 3 and Physical Performance Level A, Model 2, hot-dipped zinc-coated steel, 16-gauge hollow steel with polyurethane or polystyrene core construction and flush end closure at top.

• Exterior door frames: ANSI/SDI A250.8 hot-dipped zinc-coated steel, face-welded type with 22-gauge, minimum, sheet steel mortar guard boxes. Weld mortar guards into frames to be grouted or set in masonry at hardware mortises.

• Frame anchors – masonry openings: expansion anchor, spacer, and flush-mounted capscrew system with zinc-coated finish.

Reinforce Gate House door frame, which is 4 feet or greater in width, with 12-guage formed steel channel stiffener welded into head. Install stiffener flush with top of frame.

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Solicitation No. 140R2024Q0106

Provide single grouting access opening in frames. Center opening in inside face of head.

Provide flush-mounted plate cover attached with countersunk flathead screws to cover opening.

Prime finish doors and door frames with ANSI/SDI A250.8 lead-free and chromate-free priming paint compatible with finish paint to be field-applied.

Finish paint shall be Emerald Exterior Acrylic Latex Paint, SW 7041 Van Dyke Brown, Flat Sheen, Ultradeep Base manufactured by Sherwin Williams or approved equal.

2.1.2 Door Hardware

Hardware requirements for each door are listed in Table 1 - Door Hardware Schedule.

Provide matching products from single manufacturer for each type of hardware.

Table 1 - Door Hardware Schedule

Required Hardware for Each Door

Product Requirements

Butt Hinges:

1 1/2 pair

Heavy-weight, stainless steel full mortise template hinge with 5 knuckles, 4 ball bearings, non-rising pin, and flat button tips.

BHMA A156.1a, A5111, 4 1/2-inch by 4 1/2-inch size

Lockset and Latch

F13-Dormitory or Exit Lock.

BHMA A156.13a, Series 1000, Grade 1, mortise lockset and latch.

Front: Armored.

Case: Wrought steel with zinc dichromate corrosion protection.

Latch Bolt: 3/4-inch throw, anti-friction, deadlocking stainless steel.

Deadbolt: 1-inch throw, solid stainless-steel bolt with 2 enclosed hardened steel roller pins.

Trim: Round rose and lever handle with end return on inside and outside; BHMA 630-US32D stainless-steel finish.

Cylinder: Compatible with Schlage Primus Key systems.

C - 4

Table 1 - Door Hardware Schedule

Required Hardware for Each Door

Product Requirements

Door Closer Parallel arm, non-hold-open.

BHMA A156.4a, Grade 1 Surface Closer – Modern Type with

Cover, Option PT 4A, Option PT 4D.

Adjustable latching speed, multi-spring power adjustable from size 2 through 6, non-handed arm.

Corrosion inhibiting prime coat or pre-treatment.

Silencer BHMA A156.16a inserted-type rubber silencer.

Head and Jamb Gasket and Weatherstripping

S88 Series gasketing manufactured by Pemko or equal, having the following essential characteristics:

BMHA A156.22a Compression bolt with stabilizer

Door Shoe with Drip Cap

2221V Series manufactured by Pemko or equal, having the following essential characteristics:

BHMA A156.22a One piece, channel-type, extruded aluminum housing with integral rain drip.

One piece, removable, fingered vinyl insert seal with 1/2-inch seal height.

Threshold Saddle threshold.

BMHA A156.21a, extruded aluminum with 1/4-inch height and

5-inch width.

a BHMA A156: Builders Hardware Manufacturers Association reference standards for Butts and Hinges, available at https://buildershardware.com/ANSI-BHMA-Standards

2.1.3 Joint Sealants

Joint sealant shall be a single-component, non-sag polyethylene sealant conforming to

ASTM C920, Type S, Grade NS, Class 25, Use M. Provide joint sealant products that have been tested, found reliable, and demonstrated by the manufacturer for the particular substrate to which they will be applied. Joint sealant color shall match adjacent materials as-close as possible. Obtain COR approval of color prior to sealant installation. Use a backer rod as required that is compatible with the sealant.

For exterior sealants, conform to the following:

C - 5

• Joints in vertical surfaces, provide sealant conforming to ASTM C920, Type S or

M, Grade NS, Class 25, Use NT.

• Joints in horizontal surfaces, provide sealant conforming to ASTM C920, Type S or M, Grade P, Class 25, Use T.

For joint accessories, conform to the following:

• Use a primer as recommended by sealant manufacturer for joint surface materials.

• Use joint cleaners that are noncorrosive, non-staining, and recommended by the sealant manufacturer for the application.

• Use that is closed-cell round polyethylene foam rod joint backing that is compatible with the sealant and recommended by the sealant manufacturer for the application.

2.2 Construction

Construct in accordance with Federal, State, and local requirements. The Contractor shall not change designs without approval of the CO after drawings, documentation, and technical data have been approved. Store and handle materials at jobsite in accordance with manufacturer’s instructions and ANSI/SDI A250.8

2.2.1 Removal and Disposal of Equipment with Coatings Containing Hazardous Materials

Existing coatings on doors and frames may contain lead and other regulated metals.

Perform work in accordance with Federal, State, and local requirements for safety, disposal, and containment. Take care to remove existing doors and door frames without disturbing coatings.

2.2.2 Concrete Repair

Repair adjacent masonry damaged during removal of existing doors and door frames in accordance with Reclamation’s M-47 specification: Guide to Concrete Repair, 2nd

Edition, Part II, available at https://www.usbr.gov/tsc/techreferences/mands/manuals.html.

http://www.usbr.gov/tsc/techreferences/mands/manuals.html

C - 6

2.2.3 Installation of Doors and Door Frames

Install doors and door frames in accordance with approved shop drawings, manufacturer’s instructions, and ANSI/SDI A250.8. Install plumb, level, and in alignment with adjacent work. Fill frames installed in masonry openings with approved cementitious grout. Test and adjust door for proper operation.

Prime or spot repair coating on installed doors and frames prior to applying approved finish paint.

2.2.4 Joint Sealants:

If concrete repair is made, allow concrete to cure for 28 days, minimum, before installation of joint sealant against the concrete.

Deliver materials to jobsite in manufacturer’s original unopened packaging with labels and seals intact. Store materials in accordance with manufacturer’s instructions.

Install joint sealant in accordance with manufacturer’s instructions. Do not install sealant when ambient air temperature is below 40 degrees Fahrenheit or above 90 degrees

Fahrenheit. Comply with sealant manufacturer’s environmental restrictions.

Clean and prepare joint surfaces in accordance with joint sealant manufacturer’s instructions. Remove mortar, laitance, dust, coatings, curing compounds, petroleum products, corrosion, and other foreign material. Allow the joint to dry. Prime joint surfaces as recommended by sealant manufacturer for joint materials.

Place sealant to depth specified in Table 2 - Depth of Sealant in Joints, or to depth specified by manufacturer’s instructions, whichever is greater. Use backing material to achieve required sealant depth.

Install backing materials in accordance with sealant manufacturer’s instructions. Use backing rod with diameter 25 percent greater than joint width. Use a bond breaker in joints too shallow for backing rod.

Table 2 - Depth of Sealant in Joints

Type of Joint Joint Width Sealant Depth

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Joints in porous materials (e.g., concrete masonry, stone) and between porous materials and nonporous materials

1/4 to 3/8 inch Equal to joint width

3/8 to 3/4 inch 3/8 inch

3/4 inch or greater 1/2 inch

Other joints All widths 50 percent of joint width or 1/4 inch, whichever is greater

Place and tool to smooth joints free of air pockets, embedded foreign material, ridges, and sags.

Remove defective or contaminated sealant. Reclean joint and replace sealant.

Perform cleaning by removing excess sealant and soiling from adjacent surfaces.

2.2.5 Contractor Field Quality Testing

Spray doors with water. Repair leakage as approved by COR.

Inspect doors for light infiltration. Repair as approved by COR.

2.2.6 Project Record Documents

Maintain two (2) sets of full-size (22 inches by 34 inches) sets of printed contract drawings marked to show accurate and complete records of as-built conditions, including

For Information Only drawings. Keep drawings at the jobsite and mark as work progresses. Mark drawings in the following colors: red = additions, green = deletions, blue = notations necessary for explanation of markings. Indicate changes by clouding.

The CO will retain from progress payments in accordance with WBR 1452.232-83, Payment for Technical Data, if project drawings are not updated. Upon completion of work, submit signed marked as-built drawings as certification they are up to date and accurate in the description of work.

Provide contract and design drawings in Autodesk AutoCAD (.dwg) 2018 or later format and Adobe Acrobat (.pdf) format on CD-ROM or DVD. Deliverables shall be

“eTransmit” from with the Civil 3D application to package .dwg files with all resource files and dependencies including fonts, external references, and images. Deliverables shall include changes as marked on as-built drawings.

C - 8

2.3 Quality Control

The Contractor shall perform the work in accordance with the design. The Contractor shall provide material and supplies that meet or exceed standard industry practices. The Contractor shall perform the work in accordance with Reclamation Safety and Health Standards (RSHS), available at https://www.usbr.gov/safety/rshs./index.html. The Contractor shall maintain an adequate quality system in accordance with FAR 52.246-12, Inspection of Construction.

Minimum work crew shall consist of no less than two (2) people unless approved by the

Contracting Officer’s Representative (COR). Keep work and storage areas free from accumulations of waste materials and rubbish.

The work is subject to Government inspection by the COR at all times. Non-compliance with the contract will result in required work being re-performed to meet the contract requirements without additional expense to the Government. The Government reserves the right to utilize any method of inspection necessary to ensure Contractor conformance to the contract requirements.

The Contractor shall submit a Narrative Construction Report in accordance with Table 4 - List of

Submittals that documents daily activity, weather, hours onsite, staff and equipment onsite, and test results.

SECTION 3 – MANAGEMENT OBJECTIVES

3.1 Schedule

Work may be performed Monday through Friday between 7:00 am to 7:00 pm local time excluding Government holidays. Once mobilized to the site, the Contractor shall not demobilize until work has been completed.

3.2 Site Access

The Contractor shall comply with WBR 1452.237-80, Security Requirements, including maintaining security throughout construction period. Protect work, existing facilities and

Government's operations from unauthorized entry, theft, and vandalism. The Contractor shall provide a valid driver’s license for each employee requiring site access. Personnel working on site shall check in at the powerplant office daily upon arrival. The Contractor shall provide a list http://www.usbr.gov/safety/rshs./index.html

C - 9 of all vehicles including a description and license plate number for all vehicles requiring site access. The Contractor shall provide a list of major equipment that will be used onsite.

Coordinate site access requirements with the COR.

3.3 Performance

The COR will document acceptable and unacceptable contract performance. When the

Contractor's performance is found unsatisfactory, the COR will report the information to the CO and no work will proceed on the unacceptable work until an acceptable resolution is found. The

CO may require the Contractor to explain, in writing, the cause of the poor performance, any corrective actions the Contractor has already taken to obtain an acceptable level of performance, and any future corrective actions the Contractor will utilize to prevent unacceptable performance.

Unacceptable performance may result in contract termination.

The Contractor shall be required to meet with the COR at least weekly during the duration of the contract. The time and location will be mutually agreed upon. The Government reserves the right to change the frequency of the meetings depending upon the quality of service provided by the

Contractor.

The Contractor shall be responsible for temporary protection, removal, and reinstallation at the same location of facilities affected by its work. Repair, at Contractor's expense, damage to existing installations due to Contractor's operations or Contractor's failure to provide proper protection. At the Government's option, damage may be repaired by the Government, and the

Contractor will be backcharged repair costs. Remove protective installations after purpose has been served. Materials furnished by the Contractor to provide protection remain property of the

Contractor.

3.4 Risks

Hazardous conditions the Contractor may encounter may include, but are not limited to, low and high temperature extremes, high winds, and wildlife. It is the responsibility of the Contractor to anticipate the possibility of severe weather and to plan their work accordingly.

The Contractor shall provide the equipment, materials, and labor necessary to comply with applicable safety regulations and to ensure the safety of the job site at all times.

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Solicitation No. 140R2024Q0106

3.5 Warranty

In accordance with Federal Acquisition Regulation (FAR) 52.246-21, Warranty of Construction, (located in Section H), the Contractor shall provide a one (1) year warranty for the work. This warranty shall be without monetary limitations.

SECTION 4 – PHOTOS AND DRAWINGS

Photo 1: Stampede Gatehouse – existing security door.

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Solicitation No. 140R2024Q0106

Photo 2: Stampede Gatehouse – existing door handle and deadbolt.

Photo 3: Stampede Gatehouse – existing door hinge.

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Photo 4: Stampede Gatehouse – existing hollow metal door condition.

Photo 5: Stampede Tunnel House – existing security door.

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Photo 6: Stampede Tunnel House – existing door handle and deadbolt.

Photo 7: Stampede Tunnel House – existing door hinge.

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Solicitation No. 140R2024Q0106

Photo 8: Stampede Tunnel House – existing door frame condition.

Table 3 - List of Drawings Sheet No. Drawing No. Title

General:

1 320-D-Exhibit Gate House and Tunnel House – Door Replacement Details

Standard Drawing:

2 40-D-7102 Government Drawing Format – Drawing Border, Sample Title Block and Signature Lines

SECTION 5 – SUBMITTALS

Submittals from the Contractor are required during the term of the contract to ensure quality and safe work. Required submittals are as listed in Table 4 - List of Submittals.

Responsible codes starting with “86-6” are located in Technical Service Center.

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Table 4 - List of Submittals

CO = Contracting Officer, COR = Contracting Officer’s Representative, TSC = Technical Service Center, elect. = electronic, RSN = Required Submittal Number

RSN

Clause or Section Title

Submittals Required

Due date or delivery time

Respons ible

Code

No. of sets to be sent to:

CO COR TSC

1 Schedules for

Construction Contracts

FAR 52.236-15

Practicable schedule

Within 7 days after receipt of Notice to Proceed

COR 1

elect.

elect.

elect.

2 Schedules for Construction Contracts

FAR 52.236-15

Updated schedule showing actual progress

Weekly during meeting with COR or as directed by the

CO

COR 1

elect.

elect.

elect.

3 Safety and Health

Safety Program

At least 7 days before work begins on jobsite

COR 0 1

elect.

elect.

4 Safety and Health

Monthly Accident Summary Report

First day of each month. See paragraph 3.8 of

RSHS.

COR 0 1

elect.

elect.

5 Joint Sealants Approval Data and Color Samples

At least 14 days before furnishing

COR 0 1

elect.

and 1 sample elect.

6 Joint Sealants Instructions At least 14 days before furnishing

COR 0 1

elect.

elect.

7 Steel Doors and Frames

Approval Drawings and Data

At least 14 days before furnishing

86- 68120

0 1 elect.

elect.

8 Steel Doors and Frames

Instructions At least 14 days before furnishing

86- 68120

0 1 elect.

elect.

9 Door Hardware Hardware Schedule and Approval Data

At least 14 days before furnishing

86- 68120

0 1 elect.

elect.

10 Door Hardware Instructions At least 14 days before furnishing

86- 68120

0 1 elect.

elect.

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Submittals shall be considered “shop drawings” within the terms of the clause at FAR 52.236-21, Specifications and Drawings for Construction. The Contractor shall submit only checked submittals. Submittals without evidence of Contractor's approval will be returned for resubmission. Submittals shall be prepared in English, be labeled with the contract number, contract title, and RSN, and shall use US customary measurement units.

Submittal transmittal letters shall include the following: contract number and title, RSN for each attached submittal, responsible code, number of sets for each RSN, and identification of each as an initial submittal or a resubmittal.

Submittal product data shall mark manufacturer's data for commercial products or equipment, such as catalog cut sheets. Identify manufacturer's name, type, model, size, and characteristics.

Illustrate that product or equipment meets requirements of specifications. Mark items to be furnished in a manner that will photocopy (no highlighter). Strike through items that do not apply.

Color selection submittals shall be labeled with complete manufacturer’s product and color identification. The Contractor shall provide sample paint chips; ink color reproductions are not acceptable. Label each sample, sample kit, set of color chips, or color chart with contract number and title.

Submitted certifications by a registered professional shall be signed and sealed by registered professional. Submitted certifications by a manufacturer shall be signed by authorized representative of the manufacturer.

Electronic submittals shall be in portable document format (.pdf), shall be processed with optical character recognition, and shall comply with Section 508 of the Rehabilitation Act (29 U.S.C.

§ 794d).

Drawings prepared for this contract shall use the title block and sheet format as shown on

Standard Drawing 40-D-7102; the Government will provide the template electronically (as a

.dwg) and will provide the specific title block information to be used. Drawings shall be ANSI D size (22 inches by 34 inches). Drawings shall be drawn to scale using computer drafting in

C - 17

Solicitation No. 140R2024Q0106 accordance with the National Institute of Building Sciences United States National CAD

Standard NCS-14 Version 6.

The Government’s submittal response letter will indicate whether submittal is approved, not approved, acceptable, not acceptable, or acknowledged receipt. Submittals returned by the

Government as either not approved or not acceptable shall be revised and resubmitted by the

Contractor.

Resubmittal of submittals not approved shall include changes marked such that they are readily identifiable and show revision date. Resubmitted drawings shall include a revision block with date. Describe reasons for significant changes in transmittal letter. Resubmit returned submittals within seven (7) days after receiving comments unless otherwise accepted by the COR.

Requirements for initial submittals apply to resubmittals. Resubmittals shall be complete submittals without reference to the original submittal.

Addresses for responsible codes receiving submittals in accordance with Table 4 - List of

Submittals:

Contracting Officer (CO): Bureau of Reclamation, Attn. MP-3800, 2800 Cottage Way, Sacramento, CA 95825.

Contracting Officer’s Representative (COR): Bureau of Reclamation, 705 N. Plaza Street, Room 320, Carson City, NV 89701.

Technical Service Center: Bureau of Reclamation, Attn: 86-68160, P.O. Box 25007, Denver

CO 80225-0007; Express Mail: Sixth and Kipling, Building 67, Room 152.

Submit electronic copies to the assigned Contract Specialist, Contracting Officer, and Contracting Officer Representative.

Government submittal review will require three (3) business days for each submittal or resubmittal unless otherwise specified. Time required for review of each submittal or resubmittal begins when complete sets of materials required for a particular RSN are received and extends through return mailing postmark date. No time extension will be allowed if Contractor fails to make complete action submittals in sequence and within time periods specified.

END OF STATEMENT OF WORK

D-1

SECTION D - PACKAGING AND MARKING

There are no clauses in this section.

E-1

SECTION E - INSPECTION AND ACCEPTANCE

Clause

Title

Date

52.246-12

Inspection of Construction

AUG 1996

F-1

SECTION F - DELIVERIES OR PERFORMANCE

Clause

Title

Date

52.242-14

Suspension of Work

APR 1984

FAR 52.211-10 COMMENCEMENT, PROSECUTION, AND APR 1984

COMPLETION OF WORK

The Contractor shall be required to

(a) commence work under this contract within 7 calendar days after the date the Contractor receives the notice to proceed,

(b) prosecute the work diligently, and

(c) complete the entire work ready for use not later than 60 calendar days after the date the Contractor receives the notice to proceed. The time stated for completion shall include final cleanup of the premises.

(End of clause)

FAR 52.211-12 LIQUIDATED DAMAGES – CONSTRUCTION SEP 2000

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $800.00 for each calendar day of delay until the work is completed or accepted.

(b) If the Government terminates the Contractor’s right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

(End of clause)

G-1

SECTION G - CONTRACT ADMINISTRATION DATA

G.1 This contract shall be administered by the California Great Basin Regional Office, 2800 Cottage Way, Sacramento, California 95825-1898.

G.2 DIAR 1452.201-70 AUTHORITIES AND DELEGATIONS SEP 2011

(a) The Contracting Officer is the only individual authorized to enter into or terminate this contract, modify any term or condition of this contract, waive any requirement of this contract, or accept nonconforming work.

(b) The Contracting Officer will designate a Contracting Officer's Representative (COR) at time of award. The COR will be responsible for technical monitoring of the contractor's performance and deliveries. The COR will be appointed in writing, and a copy of the appointment will be furnished to the Contractor. Changes to this delegation will be made by written changes to the existing appointment or by issuance of a new appointment.

The COR will be named at time of award.

(c) The COR is not authorized to perform, formally or informally, any of the following actions:

(1) Promise, award, agree to award, or execute any contract, contract modification, or notice of intent that changes or may change this contract;

(2) Waive or agree to modification of the delivery schedule;

(3) Make any final decision on any contract matter subject to the Disputes Clause;

(4) Terminate, for any reason, the Contractor's right to proceed;

(5) Obligate in any way, the payment of money by the Government.

(d) The Contractor shall comply with the written or oral direction of the Contracting Officer or authorized representative(s) acting within the scope and authority of the appointment memorandum. The Contractor need not proceed with direction that it considers to have been issued without proper authority. The Contractor shall notify the Contracting Officer in writing, with as much detail as possible, when the COR has taken an action or has issued direction (written or oral) that the Contractor considers to exceed the COR's appointment, within 3 days of the occurrence. Unless otherwise provided in this contract, the Contractor assumes all costs, risks, liabilities, and consequences of performing any work it is directed to perform that falls within any of the categories defined in paragraph (c) prior to receipt of the Contracting Officer's response issued under paragraph (e) of this clause.

(e) The Contracting Officer shall respond in writing within 30 days to any notice made under paragraph (d) of this clause. A failure of the parties to agree upon the nature of a direction, or upon the contract action to be taken with respect thereto, shall be subject to the provisions of the Disputes clause of this contract.

(f) The Contractor shall provide copies of all correspondence to the Contracting Officer and the

COR.

(g) Any action(s) taken by the Contractor, in response to any direction given by any person acting on behalf of the Government or any Government official other than the Contracting Officer or the COR acting within his or her appointment, shall be at the Contractor's risk.

(End Clause)

G-2

G.3. WBR 1452.201-80 CONTRACTING OFFICER’S MAY 2018

REPRESENTATIVE’S AUTHORITIES

AND LIMITATIONS – BUREAU OF

RECLAMATION

(a) Performance of the work under this contract shall be subject to the technical direction of the Reclamation Contracting Officer's Representative (COR). The term “technical direction” is defined to include, without limitation:

(1) Inspecting and accepting or rejecting work performed under the contract.

(2) Representing the Government in technical phases of the work. The COR is responsible for the technical administration of the contract and will provide instructions and interpretations to the Contractor on all technical matters relating to the contract. The COR will supervise or oversee all Government technical and administrative personnel assigned to assist the COR.

(3) Reviewing and, where required by the contract, approving submittals of technical data, shop drawings, samples, literature, plans, or other data required to be delivered by the Contractor to the Government.

(b) The Contractor will receive a copy of the written COR designation from the Contracting Officer. It will specify the extent of the COR's authority to act on behalf of the Contracting Officer.

(c) Technical direction must be within the scope of work stated in the contract. Only the Contracting Officer is authorized to determine if a change is within the scope of the contract;

therefore, the COR does not have the authority to, and may not, issue any technical direction that

(1) Constitutes a direction of additional work outside the Contract requirements;

(2) Constitutes a change as defined in the contract clause entitled “Changes;”

(3) In any manner causes an increase or decrease in the total contract cost, or the time required for contract performance;

(4) Changes any of the expressed terms, conditions or specifications of the contract; or

(5) Interferes with the Contractor's right to perform the terms and conditions of the contract.

(d) All technical direction shall be issued in writing by the COR.

(e) The Contractor must proceed promptly with the performance of technical direction duly issued by the COR in the manner prescribed by this clause and within its authority under the provisions of this clause. If, in the opinion of the Contractor, any instruction or direction by the COR falls within one of the categories defined in (c)(1) through (c)(5) of this clause, the Contractor must not proceed and must notify the Contracting Officer in writing within five (5) working days after receipt of any such instruction or direction and must request the Contracting Officer to modify the contract accordingly. Upon receiving the notification from the Contractor, the Contracting Officer must -

(1) Advise the Contractor in writing after receipt of the Contractor's letter that the technical direction is within the scope of the contract effort and does not constitute a change under the Changes clause of the contract; or

(2) Advise the Contractor that the Government will issue a written change order.

(f) A failure of the Contractor and Contracting Officer either to agree that the technical direction is within the scope of the contract or to agree upon the contract action to be taken with respect to the technical direction will be subject to the provisions of the clause entitled “Disputes.”

G-3

(End of Clause)

DOI-AAAP 0028 ELECTRONIC INVOICING AND FEB 2021

PAYMENT REQUIREMENTS – INVOICE PROCESSING

PLATFORM (IPP)

Payment requests must be submitted electronically through the U. S. Department of the Treasury's Invoice Processing Platform System (IPP).

"Payment request" means any request for contract financing payment or invoice payment by the Contractor. To constitute a proper invoice, the payment request must comply with the requirements identified in the applicable Prompt Payment clause included in the contract, or the clause 52.212-4 Contract Terms and Conditions - Commercial Items included in commercial item contracts. The IPP website address is: https://www.ipp.gov.

Under this contract, the following documents are required to be submitted as an attachment to the IPP invoice:

• Construction Invoice (MB Form 04 2016)

• Monthly Certificate of Labor Conformance (MB Form 04 2016)

• Subcontractor / Supplier Payment Summary (MB Form 04 2016)

• Final Payment Only - Release of Claims (DI 137)

The Contractor must use the IPP website to register access and use IPP for submitting requests for payment. The Contractor Government Business Point of Contact (as listed in SAM) will receive enrollment instructions via email from the Federal Reserve Bank of St. Louis (FRBSTL) within 3 - 5 business days of the contract award date. Contractor assistance with enrollment can be obtained by contacting the IPP Production Helpdesk via email IPPCustomerSupport@fiscal.treasury.gov or phone (866) 973-3131.

If the Contractor is unable to comply with the requirement to use IPP for submitting invoices for payment, the Contractor must submit a waiver request in writing to the Contracting Officer with its proposal or quotation.

(End of Clause) https://www.ipp.gov/ https://www.ipp.gov/ mailto:IPPCustomerSupport@fiscal.treasury.gov

H-1

SECTION H – SPECIAL CONTRACT REQUIREMENTS

H.1 - INTERMEDIATE MILESTONES AND LIMITATIONS

A) The information provided below refers to the time period specified in FAR Clause 52.211-10 located in Section F of this solicitation.

a) The contractor shall complete all work in accordance with Section F and in accordance with all sections in the SOW.

B) WBR 1452.242-80 POSTAWARD CONFERENCE—BUREAU MAR 2022

OF RECLAMATION

(a) Prior to the Contractor starting work, a post-award conference (as described in FAR Subpart 42.5), will be convened by the contracting activity or contract administration office.

The Contractor's Project Manager shall attend the conference. If the contract involves subcontractors, a representative of each major subcontractor is also required to attend.

(b) The conference will be held by conference call.

(c) The Contracting Officer and the Contractor will agree to the date and time of the conference after award of the contract. In event of a conflict in schedules, the Contracting Officer shall establish the date for the conference.

(d) The Contractor shall include any associated costs for attendance at the conference, in its quote.

Solicitation No. 140R2024Q0013

I-1

SECTION I - CONTRACT CLAUSES

FAR 52.252-2 CLAUSES INCORPORATED BY REFERENCE FEB 1998

This contract incorporates one or more clauses by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. Also, the full text of a clause may be accessed electronically at this/these address(es):

https://www.acquisition.gov/browse/index/far (FAR 52.XXX-XX formatted clauses)

FAR Clauses Title Date 52.203-15 Whistleblower Protections Under the American

Recovery and Reinvestment Act of 2009

JUN 2010

52.203-19 Prohibition on Requiring Certain Internal Confidentiality Agreements or Statements

JAN 2017

52.204-1 Approval of Contract DEC 1989 52.204-2 Security Requirements. MAR 2021 52.204-9 Personal Identity Verification of Contractor Personnel JAN 2011 52.204-10 Reporting Executive Compensation and First-Tier

Subcontract Awards

JUN 2020

52.204-12 Unique Entity Identifier Maintenance OCT 2016 52.204-13 System for Award Management Maintenance OCT 2018 52.204-18 Commercial and Government Entity Code

Maintenance

AUG 2020

52.204-19 Incorporation by Reference of Representations and Certifications

DEC 2014

http://www.acquisition.gov/browse/index/far(FAR

I-2

52.204-21 Basic Safeguarding of Covered Contractor Information Systems

NOV 2021

52.204-23 Prohibition on Contracting for Hardware, Software, and Services Developed or Provided by Kaspersky Lab and Other Covered Entities

DEC 2023

52.204-25 Prohibition on Contracting for Certain Telecommunications and Video Surveillance Services or Equipment

NOV 2021

52.204-27 Prohibition on a ByteDance Covered Application JUN 2023 52.207-5 Option to Purchase Equipment FEB 1995 52.208-9 Contractor Use of Mandatory Sources of Supply or

Services

MAY 2014

52.209-9 Updates of Publicly Available Information Regarding Responsibility Matters

OCT 2018

52.209-10 Prohibition on Contracting with Inverted Domestic Corporations

NOV 2015

52.209-14 Reserve Officer Training Corps and Military Recruiting on Campus

NOV 2021

52.211-15 Defense Priority and Allocation Requirements APR 2008 52.213-4 Terms and Conditions—Simplified Acquisitions (Other

Than Commercial Products and Commercial Services)

MAY 2024

52.215-21 Requirements for Certified Cost or Pricing Data and Data Other Than Certified Cost or Pricing Data- Modifications

NOV 2021

52.216-23 Execution and Commencement of Work APR 1984 52.216-24 Limitation of Government Liability APR 1984 52.219-1 Small Business Program Representations FEB 2024 52.219-6 Notice of Total Small Business Set-Aside NOV 2020

52.219-13 Notice of Set-Aside of Orders MAR 2020 52.219-28 Post-Award Small Business Program Representation FEB 2024 52.219-31 Notice of Small Business Reserve MAR 2020 52.219-32 Orders Issued Directly Under Small Business Reserves MAR 2020 52.219-33 Nonmanufacturer Rule SEP 2021 52.222-1 Notice to the Government of Labor Disputes FEB 1997 52.222-3 Convict Labor JUN 2003 52.222-6 Construction Wage Rate Requirements AUG 2018 52.222-7 Withholding of Funds MAY 2014

I-3

52.222-8 Payrolls and Basic Records JUL 2021 52.222-9 Apprentices and Trainees JUL 2005 52.222-10 Compliance with Copeland Act Requirements FEB 1988 52.222-11 Subcontracts (Labor Standards) MAY 2014

52.222-12 Contract Termination – Debarment MAY 2014 52.222-13 Compliance with Construction Wage Rate Requirements and Related Regulations

MAY 2014

52.222-14 Disputes Concerning Labor Standards FEB 1988 52.222-15 Certification of Eligibility MAY 2014 52.222-20 Contracts for Materials, Supplies, Articles, and

Equipment

JUN 2020

52.222-21 Prohibition of Segregated Facilities APR 2015 52.222-22 Previous Contracts and Compliance Reports. FEB 1999 52.222-23 Notice of Requirement for Affirmative Action to Ensure

Equal Employment Opportunity for Construction

FEB 1999

52.222-26 Equal Opportunity SEP 2016 52.222-27 Affirmative Action Compliance Requirements for

Construction

APR 2015

52.222-36 Equal Opportunity for Workers with Disabilities JUN 2020 52.222-50 Combating Trafficking in Persons NOV 2021 52.222-55 Minimum Wages for Contractor Workers Under

Executive Order 14026

JAN 2022

52.222-62 Paid Sick Leave Under Executive Order 13706 JAN 2022 52.225-13 Restrictions on Certain Foreign Purchases FEB 2021 52.228-2 Additional Bond Security OCT 1997 52.228-11 Pledges of Assets FEB 2021 52.228-12 Prospective Subcontractor Requests for Bonds DEC 2022 52.228-14 Irrevocable Letter of Credit NOV 2014

I-4

52.232-5 Payments under Fixed-Price Construction Contracts MAY 2014

52.232-17 Interest MAY 2014 52.232-23 Assignment Of Claims MAY 2014 52.232-27 Prompt Payment for Construction Contracts JAN 2017 52.232-33 Payment by Electronic Funds Transfer – System for

Award Management

OCT 2018

52.232-39 Unenforceability of Unauthorized Obligations JUN 2013 52.232-40 Providing Accelerated Payments to Small Business

Subcontractors.

MAR 2023

52.233-1 Alt I Disputes - Alternate I DEC 1991

52.233-3 Protest After Award AUG 1996 52.233-4 Applicable Law For Breach Of Contract Claim OCT 2004 52.236-2 Differing Site Conditions APR 1984 52.236-3 Site Investigation and Conditions Affecting the Work APR 1984 52.236-5 Material and Workmanship APR 1984 52.236-6 Superintendence by the Contractor APR 1984 52.236-7 Permits and Responsibilities NOV 1991 52.236-8 Other Contracts APR 1984 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements

APR 1984

52.236-10 Operations and Storage Areas APR 1984 52.236-11 Use and Possession Prior to Completion APR 1984 52.236-12 Cleaning Up APR 1984 52.236-13 Accident Prevention NOV 1991 52.236-15 Construction Schedules for Construction Contracts APR 1984 52.243-5 Changes and Changed Conditions APR 1984 52.244-6 Subcontracts for Commercial Products and Commercial

Services

FEB 2024

52.246-21 Warranty of Construction MAR 1994 52.248-3 Value Engineering – Construction OCT 2020 52.249-2 Alt I Termination for Convenience of the Government (Fixed-

Price) – Alternate I

APR 2012

52.249-10 Default (Fixed-Price Construction) APR 1984

I-5

FAR 52.225-9 BUY AMERICAN— CONSTRUCTION MATERIALS OCT 2022

(a) Definitions . As used in this clause— Commercially available off-the-shelf (COTS) item —

(1) Means any item of supply (including construction material ) that is–

(i) A commercial product (as defined in paragraph (1) of the definition of “commercial product ” at Federal Acquisition Regulation (FAR) 2.101);

(ii) Sold in substantial quantities in the commercial marketplace; and

(iii) Quoted to the Government, under a contract or subcontract at any tier, without modification, in the same form in which it is sold in the commercial marketplace; and

(2) Does not include bulk cargo, as defined in 46 U.S.C. 40102(4), such as agricultural products and petroleum products .

"Construction material " means an article, material , or supply brought to the construction site by the Contractor or a subcontractor for incorporation into the building or work . The term also includes an item brought to the site preassembled from articles, materials , or supplies .

However, emergency life safety systems, such as emergency lighting, fire alarm, and audio evacuation systems, that are discrete systems incorporated into a public building or work and that are produced as complete systems, are evaluated as a single and distinct construction material regardless of when or how the individual parts or components of those systems are delivered to the construction site. Materials purchased directly by the Government are supplies , not construction material .

Cost of components means —

(1) For components purchased by the Contractor , the acquisition cost, including transportation costs to the place of incorporation into the construction material (whether or not such costs are paid to a domestic firm), and any applicable duty (whether or not a duty-free entry certificate is issued); or

(2) For components manufactured by the Contractor , all costs associated with the manufacture of the…

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