B09-140P2024R0050-Amd_2_0002.pdf

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YELL 310533 Rehabilitate and Improve Old Faithful
Solicitation number
140P2024R0050
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This document appears to be Amendment No. 1 to Solicitation No. 140P2024R0050 for the YELL 310533 Rehabilitate and Improve Old Faithful Water Treatment System project. The amendment provides the following key details:

The purpose of this amendment is to provide the Pre-Proposal Conference Sign In Sheet, Agenda, change the cut-off date for questions to November 4, 2024, change the proposal submission date to November 12, 2024 at 2:00 p.m. MT, provide changes to the Construction Specifications and Drawings, and provide the Questions and Answers received to date. The solicitation is for a Firm Fixed Price contract to be awarded through a Full and Open competition. The contract value is estimated to be more than $10 million. The period of performance is 822 calendar days. The Notice to Proceed is tentatively anticipated for April 15, 2025, with liquidated damages of $2,833.00 per day for late completion.

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140P2024R0050 x x

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 electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT 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.

x

PDS

Denver CO 80225-0287 P.O. Box 25287 12795 W. Alameda Pkwy NPS, DSC Contracting Services Div

10/02/20240002

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

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

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

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

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

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

08/27/2024

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

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

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

ORDER NO. IN ITEM 10A.

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

YELL 310533 - Rehabilitate and Improve Old Faithful Water Treatment System

The purpose of this amendment is to provide for the following:

1. The Pre-Proposal Conference Sign In Sheet;

2. The Pre-Proposal Conference Agenda;

3. To change the cut off date for questions is November 4, 2024.

4. To change the Business and Cost Proposal submission date to November 12, 2024 at 2:00 p.m. MT.

5. To provide changes in the following Construction Specifications:

a. Remove Construction Specification 05 50 00 - Metal Fabrications and replace with

Continued ...

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED

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

Vicki Freese-supler

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

Previous edition unusable

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

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

NAME OF OFFEROR OR CONTRACTOR

2 2

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

(A) (B) (C) (D) (E) (F)

140P2024R0050/0002

Construction Specification 05 50 00 - Metal

Fabrications dated September 27, 2024.

6. To provide changes in the following

Construction Drawings:

a. Remove Construction Drawings 110S102

(Sheet 132 of 278) and replace with Construction

Drawing 110S102 (Sheet 132 of 278) with revision bubbles shown.

b. Remove Construction Drawing 149G057

(sheet 230 of 278) and replace with Construction

Drawing 149G057 (Sheet 230 of 278) with revision bubbles.

7. To provide the Questions and Answers received to date.

All other terms and conditions of the solicitation remain unchanged.

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

Sponsored by GSA

FAR (48 CFR) 53.110

YELL 310533

PRE-PROPOSAL SITE VISIT

DATE/LOCATION/ TIME: Thursday, September 26, 2024, 1:00 p.m.

PARK: Yellowstone National Park

PROJECT: OF WTP

SOLICITATION NO.: 140P2024R0050

PMIS NO.: YELL 310533

A. NPS PROJECT TEAM INTRODUCTIONS

B. ROLES & RESPONSIBILITIES

1. CONTRACTING OFFICER'S LINE OF AUTHORITY: Only the CO may approve changes to the contract drawings or the specifications, issue Change Orders or enter into supplemental agreements, make adjustments in the contract price and/or time for completion, issue orders to suspend or resume work, issue notices to proceed or notices of final acceptance, make decisions under the Disputes or Differing Site Conditions clauses, issue cure notices and/or terminate contracts for default or convenience, and approve final payment.

2. CONTRACTING OFFICER REPRESENTATIVE: Responsible for all technical aspects of the project.

The COR has no authority to change contractual requirements.

3. CONSTRUCTION MANAGEMENT REPRESENTATIVE: The NPS’ Construction Management

Representative is responsible for observing and documenting construction Contractor conformance to the terms and conditions of the contract. The CMR has no authority to change contractual requirements.

4. PARK REPRESENTATIVES: Responsible for assisting with coordination of construction activities with park operations/mission. Park representatives have no authority to change contractual requirements.

5. ARCHITECT/ENGINEER: The NPS A/E will assist NPS with submittal reviews, Requests for Information responses, and special inspections to the technical aspects of the project. The A/E has no authority to change contractual requirements.

C. PROJECT OVERVIEW

1. Existing Conditions

a. The report titled “Geotechnical Data Report, Replace and Rehabilitate WWTPs at Yellowstone National Park, Wyoming, August 4, 2023” has been prepared by Shannon and Wilson and was attached to the Construction Documents as a separate report.

b.

2. Scope of Work

a. Construct new CMU water treatment plant building and roof including, but not limited to, a laboratory, control room, server room, break room, electrical room, process area, chemical rooms with containment areas, a below ground chlorine contact basin and backwash supply wetwell, an upper-level entrance and a lower-level loading dock.

b. Provide interior and exterior piping, pipe supports, gates, gate operators, valves, valve operators, and valve supports.

c. Provide instrumentation and analyzers as shown including flow meters, pressure gages, pressure transmitters, level indicators and transmitters, turbidity analyzers, pH analyzers, and chlorine analyzers.

d. Provide a Process Control System (PCS) including and not limited to the main plant PLC, SCADA servers, operator workstations, network switches and firewalls.

e. Provide laboratory furnishings and equipment including sink, cabinets, refrigerator and desktop laboratory equipment.

f. Provide water treatment package system.

g. Provide two vertical turbine house water pumps, appurtenances, and controls.

h. Provide liquid chemical fill, storage, feed and control systems for sodium hypochlorite, sodium hydroxide, ferric chloride, coagulant, coagulant polymer, filer aid polymer and solids polymer.

i. Provide dry chemical storage, feed and control system for sodium bicarbonate.

j. Provide portable standby generator connection switchboard and manual transfer switch.

k. Provide transformer pad and ground sleeve in accordance with Northwestern Energy (NWE) standards. Install the transformer. Provide meter enclosure and Current Transformer (CT) enclosure.

Provide raceway between transformer pad and CT enclosure. Provide raceway and conductors between current enclosure and meter enclosure. Provide raceway and conductors on the load side of the CT enclosure.

l. Apply to and coordinate with the serving electric utility to provide service to the facility.

m. Apply to and coordinate with the serving telephone utility to provide service to the facility.

n. Provide unit heaters, direct expansion split air conditioning systems, supply and exhaust fans, sump pump, two water heaters, and emergency safety eye wash and shower units.

o. Construct dewatering pad and provide associated piping, valves, geotextile tubes, and roll-off containers.

p. Procure and have ready pipe and fittings needed to repair existing 12-inch raw water pipe or finished water pipe, made of Techite brand reinforced plastic mortar (fiberglass) material, in the event of a pipe leak or failure.

q. Demolish existing septic tank and existing leach field and associated piping. Remove unsuitable soils for preparation to construct the new septic tank and leach field.

r. Provide new septic tank and construct new sand mound leach field.

s. Demolish the existing Storage Building (old wooden shed) as shown.

t. Modify existing observation well SW-OF-10W to be flush with finished grade and comply with Wyoming Administrative Code, Chapter 26 Well Construction Standards.

u. Provide underground propane storage tanks and associated valves and controls.

v. Coordinate with telecom company to maintain existing service and provide telephone service through a landline to the new water treatment plant building location.

w. Contractor shall reblade the access road from the highway to the plant site after substantial completion.

x. Confirm location of onsite utilities with potholing or other method.

y. Rehabilitate existing backwash waste ponds.

z. Rehabilitate existing Backwash Pond Pumphouse

aa. Demolish yard piping and utitlies

bb. Provide temporary utilities

cc. Selective demolition of trees and other vegeation

dd. Restore all landscape disturbed by demolition, construction, or temporary facilities.

ee. Provie fiber duct from water treatment plant building down to the Grand Loop Road

ff. Provide phone services to the new water treatment plant building.

gg. Provide fire detection and alarm system in the new water treatment plant building.

hh. Presedimentation Pond Soil Nail Wall work

3. Site Management

a. On-Site Work Hours: Monday through Friday, 8:00am to 6:00pm, unless otherwise requested and approved by the Contracting Officer.

b. Parking: Coordinate with operators to determine allowable parking areas. Do not block plant operators’ access to any areas they need to access. Parking off of road or non-vegetated areas is not allowed unless approved by the Contracting Officer.

c. Protect natural features per Section 01 12 00.

d. Follow wildlife safety procedures. Orientation will be provided and will include information about park regulations regarding food storage, disposal of garbage and other bear attractants, and approaching or harassing wildlife. Notify Contracting Officer 2 weeks before staring work so the orientation session can be coordinated.

e. Notify the Contracting Officer and Park Geologist a minimum of 72 hours prior to excavating in a hydrothermal area and follow requirements in Section 01 35 23.

f. Submit a draft Waste Management Plan to the Contracting Officer after award of contract and prior to scheduled Pre-Construction Conference per Section 01 74 19.

4. Logistics

a. There will be no work under other contracts for RV sites (01 11 00 1.3.B).

b. Coordinate with Northwestern Energy for electric utility service and demolition as specified in Section 02 41 01, Electric Utilities Demolition.

c. Obtain current rules and regulations for vehicular traffic on park roads from the park’s Visitor Services Office (307) 344-2107. Submit a travel control plan and haul route for oversize or overweight vehicles to the Visitor Services Office and Contracting Officer for approval per 01 11 00 1.6.J

d. Vehicular access to the Old Faithful Wastewater Treatment Plant will be allowed from April 15 to November 1. Adverse weather may cause short-term closures of the Park during this time.

D. PARK SERVICE RULES AND REGULATIONS:

The Contractor shall conduct his operations in conformance with the rules and regulations promulgated by the Secretary of the Interior for the National Park Service (NPS). All contractors must also conform to appropriate regulations as the park superintendent may require including but not limited to the following:

Discuss with the park superintendent before the pre•construction conference their requirements and who should lead the discussion for the park. Edit accordingly.

• Include medical emergency processes, availability of emergency numbers, contact."i, etc.

• Information on park permit:,, burning construction waste, rules of the road, alcohol u!;e, lwu:rekeeping,jirearms, pets, natural and cultural resource concerns.

• Include bridge, access road and site constraints.

• Questions and public relations.

E. JOBSITE SAFETY:

(Park, Regional, or DSC Safety officer must be present to contribute to this section.)

Comply with contract clauses entitled "Accident Prevention" and "Permits and Responsibilities." In case of conflicts between Federal, State, and local safety and health requirements, the most stringent shall apply. Equipment or tools not meeting OSHA requirements will not be allowed on the project sites. Failure to comply may result in suspension of work.

Reportable Accidents must be documented on the CM.22 within 7 days of occurrence and submitted to the CO. This includes accidents resulting in death, occupational disease, traumatic injury to employees or the public, fires, and property damage by accident in excess of $100.

Contractor employees must be physically able to perform their duties safely, unimpaired, trained in jobsite safety and in the safe operation of equipment that they will operate.

Safety Meetings:

l. At a minimum, the construction supervisor shall conduct weekly 15 minute "toolbox" safety meetings. All construction personnel shall attend and topics should coincide with work scheduled for the following week. Document and submit meeting minutes to the Contracting Officer.

2. Monthly safety meetings shall be conducted by management and attended by all contractor and subcontractor personnel working on site. At a minimum, topics shall include the effectiveness of the Accident prevention plan, safety and health issues, issue resolution, etc. Supplement and edit accident prevention plan as required.

Emergency Response/ First Aid:

I. Contractor must provide adequate facilities and trained personnel to meet the demands of the project.

2. Post telephone numbers and reporting instructions for ambulance, physician, hospital, fire department, Park Police, in conspicuous locations on the project site.

3. Assistance available from the Park includes: (Have park safety officer or ranger go over available a."i.r;i.r;tancefrom the park. Include EMT. ambulance, 911 dispatclz,jirefighting, search and rescue, etc.)

F. SUBCONTRACTORS:

The Contractor, through his on-site superintendent, will be responsible for the control and coordination of the work performed by his or her subcontractors. Instructions to subcontractors regarding the work being done will be given to them through the Contractor's on-site superintendent only. Therefore, the presence of the Contractor's on-site superintendent is required on the job site during all working hours. The Prime Contractor will perform the specified percentage of work according to the requirement set forth in the contract clause FAR Section I., 52.236-01, PERFORMANCE OF WORK BY THE CONTRACTOR.

G. LABOR LAW APPLICATION:

1. Minimum Wage Rates: This contract is subject to the provisions of the Construction Wage Rates f/k/a Davis Bacon Act. The minimum hourly rates and fringe benefits (or cash equivalents) contained in the wage determination section of the solicitation are to be paid to the laborers and mechanics performing on-site work specified in the contract not less than once a week. Wage Rate Determination is attached to the Request for Proposal packet each of you received.

2. Employee Interviews: Construction Management Representative (CMR)/COR will conduct interviews periodically with the Contractor's employees on the job, collecting information necessary to ensure compliance with labor standards clauses as required by the Federal Acquisition Regulations (FAR). At least one interview will be conducted for each trade employed by the Prime Contractor, and for at least one employee of each Subcontractor. The Construction Management Representative (CMR)/COR will complete a Standard Form 1445, labor Standards Interview form for each employee interviewed.

3. Physical Inclusions: The labor standards clauses of the Prime Contract must be physically included as a part of each subcontract. The Contractor must provide a Standard Form 1413, Statement and Acknowledgement from each Subcontractor attesting to such inclusions. Subcontractors cannot begin work on site until the form has been submitted.

H. PAYMENTS TO THE CONTRACTOR:

As a general policy the National Park Service makes progress payments monthly as the work proceeds.

At a convenient time each month the Contractor will discuss the work progress with the construction management Representative (CMR)/COR and submit an agreed to payment application via the Internet Payment Platform (IPP). Payments for materials delivered to the site or off the site may be made as covered in the terms of the contract. If the Contractor does not receive payment within the contract specified time he should request that action be taken to determine the status of the payment.

Payment requests must be submitted electronically through the U.S. Department of the Treasury's

Internet Payment Platform System (IPP).

I. NOTICE TO PROCEED

The Notice to Proceed date is tentatively anticipated for April 15, 2025, depending the completion and acceptance of all Division 1 submittals. The period of performance is 822calendar days. If contractor fails to complete work within this time period specified, the amount of $2,8337.00 in LD’s will be assessed until work is completed or accepted.

The Contractor will monitor all operations to ensure compliance with all of the requirements of the contract documents. In instances of non-compliance, the COR will inform the Contractor, in writing, of the deficiencies and the Contractor will correct the deficiencies as soon as possible and before proceeding with any more work associated with the deficiency.

J. CONSTRUCTION MEETINGS:

Construction meetings will be held weekly with the Prime Contractor and his major Subcontractors to review the upcoming scheduled week's work, the status of all the required shop drawings, and to help resolve any existing or potential construction problems.

K. ENVIRONMENTAL REQUIREMENTS:

The Contractors Environmental Manager will present an overview of environmental issues and summarize site specific procedures relating to the management plans (SWPP, IAQ, WMP, etc.).

a. No establishment of housing camps will be permitted within the Park. Contractor shall arrange for housing outside of the Park and pay for costs.

b. Hauling Restrictions – Comply with legal load restrictions in hauling of materials. Load restrictions on park roads are identical to state load restrictions. Contractor shall obtain current rules and regulations for all vehicular traffic on park roads from the Park’s Visitor Services Office.

– Will required to submit a Travel Control Plan and haul route for oversize or overweight vehicles.

c. Bridge Restrictions – Contractor will need to verify load restrictions, permit requirements, time and calendar restrictions.

d. Rare, Threatened & Endangered Species – The park will provide orientation on how to avoid disturbing or encountering bears and how to minimize unavoidable effects or encounters. Will also include information about park regulations regarding food storage, disposal of garbage and other beat attractants and approaching or harassing wildlife.

e. Vehicles will need to pressure wash and cleaned and inspected prior to equipment entering the Park.

f. The contractor must maintain all access to all areas for NPS administrative and other official business throughout the construction project. The roads must be able to support both Contractor and NPS administrative traffic both throughout the duration of and after contract work.

g. Seasonal Road Closures occur in the park. Generally, vehicular access to the project site will be allowed from April 15 to November 1. Adverse weather may cause short-term closures of the park during this time. After November 1, the park will notify the contractor 24 hours before one last snow plowing of the main roads. After November 1, the park is officially closed to all vehicular traffic, travel will be at the risk of the contract. The contractor will be notified 48 hours in advance of the total closure of the road to vehicular travel and the re-opening to overshow vehicles only.

h. The contractor is responsible for clearing snow from the job site. Prior to any winter shutdown, all equipment, materials and stockpiles must be located and adequately marked so they can be easily identified during snow plowing operations the following spring. All excavations must be backfilled prior to a winter shutdown.

i. Normal Work hours are from 8:00 a.m. to 6:00 p.m., Monday through Friday.

j. Prior to excavation, the contractor shall first contact One-call of Wyoming then the Yellowstone the Yellowstone Brach of Information System Management with the one call ticket number from One-Call of Wyoming for utility locates.

k. If archeological remains and/or resources are encountered, the contractor must cease work within 50’ of the discovery immediately and notify the CO. The site and the artifacts must be assessed to determine if an archeological site has been unexpectedly uncovered. Work in the discovery area cannot resume until Contractor obtains approval from the CO. Work may proceed outside of the discovery area.

L. PROJECT RECORD DRAWINGS AND OPERATION AND MAINTENANCE MANUALS:

In accordance with the applicable requirements of the Contract Documents directing the work of this project requires the Contractor is to prepare and maintain a set of project record drawings marked-up to show any changes or modifications. The project record drawings shall be kept current and shall be made available for inspection by the Construction Management Representative (CMR) at the time of the Contractor's monthly payment request. The project record drawings shall be transmitted to the COR at the completion of construction as part of the closeout submittals. The Contractor shall also be required to prepare and furnish operation and maintenance data manuals for the materials and equipment furnished on the project. The required operation and maintenance data may include, in addition to the manufacturer's standard printed operation and maintenance documentation, custom- written operation and maintenance descriptions, filled out equipment data sheets, final material and equipment lists and schedules, vendor-generated project record drawings, test reports, and a subcontractor list. The Contractor shall submit completed operation and maintenance data before requesting a final inspection.

If the data is not substantially complete, the final inspection may be delayed.

M. SATURDAYS, SUNDAYS, FEDERAL HOLIDAYS AND NIGHT WORK:

Work on Saturdays, Sundays, federal holidays, or at night may be performed only with prior consent of the CO with concurrence by the park. A 48-hour advance written request will be submitted to the CO for approval in accordance with the clauses of the contract.

N. Solicitation Requirements

1. Preproposal questions due October 04, 2024 – direct all questions to Vicki Freese-Supler and Jeanna Manseau.

Questions and answers will be issued by written amendment to the solicitation. Offerors are required to fill out and sign the acknowledgment of amendments and include this when submitting their proposal.

2. Proposals due on October 11, 2024

3. Submission Requirements: Electronic only to Vicki Freese-Supler and Jeanna Manseau (listed in Section L)

4. Type of Contract: Firm Fixed Price

5. Solicitation Type: Full and Open

6. Contract Value: More than 10 million

O. Solicitation Clauses:

1. FAR 52.211-12 – Liquidated Damages – Construction - $2,833.00 per day

2. FAR 52.236-2 – Differing Site Conditions – subsurface or latent physical conditions at the site which materially differ from those indicated or unknown physical conditions at the site, of an unusual nature, which differ materially from those ordinarily encountered and generally recognized as inhering in work of the character provided in the contract.

3. FAR 52.236-3 – Site Investigations Affecting the Work - ascertain the nature and location of the work, and that it has investigated and satisfied itself as to the general and local conditions which can affect the work or its cost, including but not limited to (1) conditions bearing upon transportation, disposal, handling, and storage of materials; (2) the availability of labor, water, electric power, and roads; (3) uncertainties of weather, river stages, tides, or similar physical conditions at the site; (4) the conformation and conditions of the ground; and (5) the character of equipment and facilities needed preliminary to and during work performance

4. FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities and Improvements - Contractor shall preserve and protect all structures, equipment, and vegetation (such as trees, shrubs, and grass) on or adjacent to the work site, which are not to be removed and which do not unreasonably interfere with the work required under this contract. The Contractor shall protect from damage all existing improvements and utilities (1)at or near the work site, and (2)on adjacent property of a third party, the locations of which are made known to or should be known by the Contractor. The Contractor shall repair any damage to those facilities,

5. FAR 52.236-21 – Specifications and Drawings for Construction - The Contractor shall keep on the work site a copy of the drawings and specifications and shall at all times give the Contracting Officer access thereto. Anything mentioned in the specifications and not shown on the drawings, or shown on the drawings and not mentioned in the specifications, shall be of like effect as if shown or mentioned in both. In case of difference between drawings and specifications, the specifications shall govern. In case of discrepancy in the figures, in the drawings, or in the specifications, the matter shall be promptly submitted to the Contracting Officer, P. Basis of Award

The Government will conduct a source selection using the Tradeoff process as described in FAR 15.1. The CO will award a contract to the Offeror who submits a proposal that confirms to solicitation requirements; is fair and reasonable and provides the best value to the Government. The Government may accept other than the lowest price proposal when the perceived benefits of a higher priced proposal merit the price differential.

Q. Technical Evaluation Criteria

1. Technical Approach

2. Project Experience

3. Schedule

4. Management Approach

5. Key Personnel Experience

6. Safety

7. Small Business Participation

8. Past Performance

Evaluation Criteria 1-8 are listed in descending order of importance All evaluation factors other than price, when combined are approximately equal important to price.

R. Items to Return With Proposal

1. Proposal, including SF1442 and acknowledge amendments

2. Section B – Price Schedule\

3. SF 24 Bid Bond

4. Section K Representations and Certifications

5. General References

6. Small Business Subcontracting Plan for Large Business

7. Past Performance Questionnaires

JOBSITE TOUR

All attendees of the pre-proposal conference will be taken on a tour of the jobsite. Contractor material storage areas and locations for the Construction Management Representative (CMR)/CO's field office and other structures required may be discussed and designated during the jobsite tour.

PW\JA\NPS\D3167656\4\42 TABLE OF CONTENTS

AUGUST 2024SEPTEMBER 27, 2024 00 01 10 - 1

YELL 310533 AMENDMENT NO. 1

TABLE OF CONTENTS

Person Section Responsible Title Pages

SPECIFICATIONS

DIVISION 01—GENERAL REQUIREMENTS

01 11 00 KS Summary of Work ....................................................................... 1- 18 01 12 00 KS Natural Features Protection ......................................................... 1- 4 01 26 01 KS Contract Modification Procedures .............................................. 1- 6 01 27 00 KS Definition of Contract Line Items ............................................... 1- 5 01 31 00 KS Project Management and Coordination ...................................... 1- 18 01 32 16 KS Construction Schedule ................................................................ 1- 12 01 32 33 KS Photo Documentation.................................................................. 1- 3 01 33 23 KS Submittal Procedures .................................................................. 1- 9 Supplement:

KS Submittal List .............................................................................. 1- 26 01 35 23 KS Safety Requirements ................................................................... 1- 6 01 40 00 KS Quality Requirements ................................................................. 1- 8 01 42 00 KS Reference Standards.................................................................... 1- 14 01 45 33 LAS Special Inspection, Observation, and Testing ............................. 1- 6 Supplement:

LAS Contractor’s Statement of Responsibility ................................... 1- 2 01 50 00 KS Temporary Facilities and Controls .............................................. 1- 16 01 57 19.11 KS Indoor Air Quality Management ................................................. 1- 7 01 57 19.12 KS Noise and Acoustics Management .............................................. 1- 3 01 57 23 KS Temporary Storm Water Pollution Prevention ........................... 1- 9 01 67 00 KS Product Requirements ................................................................. 1- 10 Supplements:

KS Affirmative Procurement Reporting Form .................................. 1- 2 KS Manufacturer’s Certificate of Proper Installation ....................... 1- 1 KS Manufacturer’s Certificate of Compliance ................................. 1- 1 01 73 29 KS Cutting and Patching ................................................................... 1- 4 01 73 40 KS Execution .................................................................................... 1- 8 01 74 19 KS Construction Waste Management and Disposal ......................... 1- 9 Supplement:

KS Project Waste Management Plan Worksheet Sample ................. 1- 2 01 77 00 KS Closeout Procedures.................................................................... 1- 5 01 78 23 KS Operation and Maintenance Data ................................................ 1- 9 Supplements:

KS Equipment Data Sheet................................................................. 1- 1 KS Closeout and Operation & Maintenance (O&M) Requirements Template ........................................................... 1- 1

Person Section Responsible Title Pages

TABLE OF CONTENTS PW\JA\NPS\D3167656\4\42

00 01 10 - 2 AUGUST 2024SEPTEMBER 27, 2024

AMENDMENT NO. 1 YELL 310533

01 79 00 KS Demonstration and Training ....................................................... 1- 3 01 81 13 KS Sustainable Design Requirements............................................... 1- 4 01 88 15 LAS Anchorage and Bracing ............................................................... 1- 6 01 91 14 KS Total Building Commissioning ................................................... 1- 13 01 91 15 KS Process Equipment Testing and Facility Startup ........................ 1- 10 Supplements:

KS Unit Process Startup Form .......................................................... 1- 1 KS Facility Performance/Demonstration Certification Form ........... 1- 1

DIVISION 02—EXISTING CONDITIONS

02 41 00 KS Demolition .................................................................................. 1- 11 02 81 00 KS Transportation and Disposal of Hazardous Materials ................. 1- 11 Supplement:

KS Attachment A: Sample Offsite Policy Certification Memo ........ 1- 1 02 82 00 KS Asbestos Remediation ................................................................. 1- 31 02 83 00 KS Lead Remediation ....................................................................... 1- 18 02 84 16 KS Handling of Lighting Ballasts and Lamps Containing PCBs and Mercury ............................................................................. 1- 7 02 84 33 KS Removal and Disposal of Polychlorinated Biphenyls (PCBs) ..................................................................................... 1- 11

DIVISION 03—CONCRETE

03 01 32 LAS Repair of Vertical and Overhead Concrete Surfaces .................. 1- 12 03 01 33 LAS Repair of Horizontal Concrete Surfaces ..................................... 1- 12 03 10 00 LAS Concrete Forming and Accessories ............................................ 1- 6 03 15 00 LAS Concrete Joints and Accessories ................................................. 1- 7 03 21 00 LAS Steel Reinforcement .................................................................... 1- 5 03 30 00 LAS Cast-in-Place Concrete................................................................ 1- 27 Supplements:

LAS Concrete Mix Design, Class 4500F2S1W1C1............................ 1- 2 LAS Concrete Mix Design, Class GM3500F1S1W1C1 ..................... 1- 1 LAS Concrete Mix Design, Class 3500F1S1W1C1............................ 1- 2 03 39 00 LAS Concrete Curing .......................................................................... 1- 5 03 62 00 LAS Grouting ...................................................................................... 1- 10 Supplement:

LAS 24-hour Evaluation of Nonshrink Grout Test Form and Grout Testing Procedures .................................................. 1- 3 03 63 00 LAS Concrete Doweling ..................................................................... 1- 4 03 64 23 LAS Epoxy Resin Injection Grouting ................................................. 1- 11 03 64 24 LAS Polyurethane Injection Grouting ................................................. 1- 9

AUGUST 2024SEPTEMBER 27, 2024 00 01 10 - 3

YELL 310533 AMENDMENT NO. 1

DIVISION 04—MASONRY

04 21 13.13 GBK Masonry Veneer .......................................................................... 1- 12 04 22 00 LAS Concrete Unit Masonry ............................................................... 1- 14

DIVISION 05—METALS

05 05 19 LAS Post-Installed Anchors ................................................................ 1- 9 05 05 23 LAS Welding ....................................................................................... 1- 6 Supplement:

LAS Welding and Nondestructive Testing Table ............................... 1- 1 05 12 00 LAS Structural Steel Framing ............................................................. 1- 13 05 31 00 LAS Steel Decking .............................................................................. 1- 6 05 41 00 LAS Structural Metal Stud Framing .................................................... 1- 7 05 50 00 LAS AMD1/Metal Fabrications .......................................................... 1-1718 05 52 16 LAS Aluminum Railings ..................................................................... 1- 8 05 53 00 LAS Metal Gratings ............................................................................ 1- 6

DIVISION 06—WOOD, PLASTICS, AND COMPOSITES

06 10 00 GBK Rough Carpentry ......................................................................... 1- 8 06 41 00 GBK Architectural Wood Casework .................................................... 1- 10 06 82 00 LAS Glass-Fiber-Reinforced Plastic ................................................... 1- 7

DIVISION 07—THERMAL AND MOISTURE PROTECTION

07 14 00 GBK Fluid-Applied Waterproofing ..................................................... 1- 5 07 15 00 GBK Air and Water Barriers ................................................................ 1- 12 07 19 00 GBK Water Repellents ......................................................................... 1- 4 07 21 00 GBK Thermal Insulation ...................................................................... 1- 6 07 26 16 GBK Belowgrade Vapor Retarders ...................................................... 1- 3 07 41 13 GBK Metal Roof, Wall, and Soffit Panels ........................................... 1- 20 07 62 00 GBK Sheet Metal Flashing and Trim ................................................... 1- 7 07 70 01 GBK Roof Specialties and Accessories ............................................... 1- 4 07 84 00 GBK Firestopping ................................................................................ 1- 6 07 92 00 GBK Joint Sealants .............................................................................. 1- 9

DIVISION 08—OPENINGS

08 11 00 GBK Metal Doors and Frames ............................................................. 1- 5 08 30 00 GBK Specialty Doors ........................................................................... 1- 6 08 41 13 GBK Aluminum-Framed Windows ..................................................... 1- 8 08 45 00 GBK Translucent Wall Assemblies ..................................................... 1- 9 08 71 00 GBK Door Hardware ............................................................................ 1- 15

00 01 10 - 4 AUGUST 2024SEPTEMBER 27, 2024

AMENDMENT NO. 1 YELL 310533

08 80 00 GBK Glazing ........................................................................................ 1- 12 08 90 00 GBK Louvers ....................................................................................... 1- 4

DIVISION 09—FINISHES

09 22 16 GBK Nonstructural Metal Framing ...................................................... 1- 4 09 29 00 GBK Gypsum Board ............................................................................ 1- 14 09 30 00 GBK Tiling ........................................................................................... 1- 10 09 51 13 GBK Acoustical Panel Ceilings ........................................................... 1- 5 09 65 00 GBK Resilient Flooring........................................................................ 1- 9 09 90 00 KS Painting and Coating ................................................................... 1- 28 Supplements:

KS Paint System Data Sheet (PSDS) ................................................ 1- 1 KS Paint Product Data Sheet (PPDS) ............................................... 1- 1 KS Volatile Organic Compound (VOC) Limit List .......................... 1- 2 09 96 35 KS Chemical-Resistant Coatings ...................................................... 1- 6 Supplements:

KS Corrosion Control Assistance Form............................................ 1- 1 KS Volatile Organic Compound (VOC) Limit List .......................... 1- 1

DIVISION 10—SPECIALTIES

10 14 00 GBK Signage ........................................................................................ 1- 8 Supplement:

GBK Sign Schedule.............................................................................. 1- 6 10 28 00 GBK Toilet and Bath Accessories........................................................ 1- 8 10 44 00 GBK Fire Protection Specialties and Safety Equipment ...................... 1- 4 10 51 00 GBK Lockers and Benches .................................................................. 1- 4 10 80 00 GBK Miscellaneous Specialties ........................................................... 1- 4

DIVISION 11—EQUIPMENT

11 31 00 GBK Appliances................................................................................... 1- 2 11 53 00 GBK Laboratory Equipment ................................................................ 1- 9

DIVISION 12—FURNISHINGS

12 35 53 GBK Laboratory Casework .................................................................. 1- 18 12 49 00 GBK Roller Shades .............................................................................. 1- 6 12 50 00 GBK Furniture ...................................................................................... 1- 3 Supplement:

GBK Furniture Data Sheets .................................................................. 1- 8

AUGUST 2024SEPTEMBER 27, 2024 00 01 10 - 5

YELL 310533 AMENDMENT NO. 1

DIVISION 13—SPECIAL CONSTRUCTION

13 34 19 LAS Metal Building Systems .............................................................. 1- 12

DIVISION 14 THROUGH DIVISION 21 (NOT USED)

DIVISION 22—PLUMBING

22 05 48 SH Vibration Isolation and Seismic Control for Plumbing and Equipment ......................................................... 1- 13 22 07 00 SH Plumbing Piping Insulation......................................................... 1- 7 22 10 01 SH Plumbing Piping and Accessories ............................................... 1- 29 22 10 01.02 SH Polyvinyl Chloride Drain Waste and Vent (PVC-DWV) Pipe and Fittings Data Sheet .................................................... 1- 1 22 10 01.10 SH Carbon Steel Tubing and Fittings Data Sheet ............................. 1- 1 22 10 01.13 SH High-Density Polyethylene (HDPE) Pipe and Fittings— Propane and Liquefied Petroleum Gas (LPG) Service Data Sheet ................................................................................ 1- 2 22 30 00 SH Plumbing Equipment .................................................................. 1- 10 Supplements:

SH Gas Water Heater (Commercial) Data Sheet .............................. 1- 1 SH Domestic Water Expansion Tank Data Sheet ............................. 1- 1 SH Domestic Hot Water Circulating Pump Data Sheet

– Performance Characteristics ................................................. 1- 1 SH Hydropneumatic Tank Data Sheet .............................................. 1- 1 SH Simplex, Submersible Sump Pump Data Sheet

– Performance Characteristics ................................................. 1- 1 SH Duplex, Submersible Sump Pump Data Sheet

– Performance Characteristics ................................................. 1- 1 SH Backflow Preventer Data Sheet .................................................. 1- 1 22 40 00 SH Plumbing Fixtures ....................................................................... 1- 11

DIVISION 23—HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 05 48 SH Vibration Isolation and Seismic Control for HVAC Piping and Equipment ......................................................................... 1- 13 23 05 93 SH Testing, Adjusting, and Balancing for HVAC ............................ 1- 6 23 07 00 SH HVAC Insulation ........................................................................ 1- 11 23 09 00 SH Instrumentation and Control Devices for HVAC ....................... 1- 15 23 09 13 SH HVAC Controls, Field Components, and Instruments ............... 1- 11 23 09 23 SH Direct-Digital Control System for HVAC .................................. 1- 18 23 23 00 SH Refrigerant Piping ....................................................................... 1- 8 23 31 13 SH Metal Ducts and Accessories ...................................................... 1- 28

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AMENDMENT NO. 1 YELL 310533

23 34 00 SH HVAC Fans ................................................................................. 1- 14 23 37 00 SH Air Outlets and Inlets .................................................................. 1- 4 23 81 00 SH Unitary Air-Conditioning Equipment ......................................... 1- 18 23 82 00 SH Terminal Heating and Cooling Units .......................................... 1- 10

DIVISION 24 AND DIVISION 25 (NOT USED)

DIVISION 26—ELECTRICAL

26 05 02 JJ Basic Electrical Requirements .................................................... 1- 9 26 05 04 JJ Basic Electrical Materials and Methods ..................................... 1- 13 26 05 05 JJ Conductors .................................................................................. 1- 10 26 05 26 JJ Grounding and Bonding for Electrical Systems ......................... 1- 6 26 05 33 JJ Raceway and Boxes .................................................................... 1- 29 26 05 70 JJ Electrical Systems Analysis ........................................................ 1- 8 Supplement:

JJ Figure 1: Example Arc Flash Label ............................................ 1- 1 26 08 00 JJ Commissioning of Electrical Systems ........................................ 1- 20 26 09 13 JJ Power Measurement and Control ................................................ 1- 4 26 14 13 JJ Switchboards ............................................................................... 1- 9 26 20 00 JJ Low-Voltage AC Induction Motors ............................................ 1- 9 26 22 00 JJ Low-Voltage Transformers ......................................................... 1- 5 26 24 16 JJ Panelboards ................................................................................. 1- 7 26 24 19 JJ Low-Voltage Motor Control ....................................................... 1- 15 26 27 26 JJ Wiring Devices ........................................................................... 1- 12 26 29 23 JJ Low-Voltage Adjustable Frequency Drive System .................... 1- 9 26 32 13.16 JJ Propane Engine Generator Set .................................................... 1- 14 26 33 53 JJ Static Uninterruptible Power Supply .......................................... 1- 13 26 36 23 JJ Automatic Transfer Switches ...................................................... 1- 6 26 42 01 KS Pipe Bonding and Test Stations .................................................. 1- 16 Supplement:

KS Joint Bond Continuity Test Schematic ....................................... 1- 1 26 42 02 KS Galvanic Anode Cathodic Protection System ............................. 1- 8 26 42 03 KS Under Tank Cathodic Protection System .................................... 1- 7 26 43 00 JJ Surge Protective Devices ............................................................ 1- 6 26 50 00 JJ Lighting ....................................................................................... 1- 11

DIVISION 27—COMMUNICATIONS

27 13 13 JJ Communications Copper Cabling Systems ................................... 1- 14

AUGUST 2024SEPTEMBER 27, 2024 00 01 10 - 7

YELL 310533 AMENDMENT NO. 1

DIVISION 28—ELECTRONIC SAFETY AND SECURITY

28 31 00 JJ Fire Detection and Alarm............................................................... 1- 25 Supplement:

JJ Sequence of Operations Matrix ..................................................... 1- 1

DIVISION 29 AND DIVISION 30 (NOT USED)

DIVISION 31—EARTHWORK

31 10 00 JDM Site Clearing................................................................................ 1- 8 31 23 13 KS Subgrade Preparation .................................................................. 1- 3 31 23 16 KS Excavation................................................................................... 1- 5 31 23 19.01 KS Dewatering .................................................................................. 1- 4 31 23 23 KS Fill and Backfill .......................................................................... 1- 11 31 23 23.15 KS Trench Backfill ........................................................................... 1- 12 31 32 19.16 KS Geotextile .................................................................................... 1- 9 31 37 00 KS Riprap .......................................................................................... 1- 4 31 41 00 KS Shoring ........................................................................................ 1- 2 31 50 00 KS Excavation Support and Protection ............................................. 1- 12

DIVISION 32—EXTERIOR IMPROVEMENTS

32 11 23 KS Aggregate Base and Subbase Courses ........................................ 1- 7 32 31 26 KS Woven Wire Fences and Gates ................................................... 1- 9 32 91 19.13 JDM Topsoil Placement and Grading .................................................. 1- 5 32 92 00 JDM Turf and Grasses ......................................................................... 1- 4

DIVISION 33—UTILITIES

33 05 01.02 KS Ductile Iron Pipe and Fittings ..................................................... 1- 12 33 05 01.09 KS Polyvinyl Chloride (PVC) Pressure Pipe and Fittings ................ 1- 6 33 05 13 KS Manholes ..................................................................................... 1- 13 33 05 16.13 KS Precast Concrete Utility Structure .............................................. 1- 6 33 12 16 KS Water Utility Distribution Valves ............................................... 1- 6 33 12 19 KS Water Utility Distribution Fire Hydrants .................................... 1- 4 33 13 00 KS Disinfection of Water Utility Distribution Facilities .................. 1- 6 33 41 01 KS Storm Drain, Sanitary Sewer, and Drainage Piping ................... 1- 5 33 41 01.01 KS Corrugated Metal Data Sheet ...................................................... 1- 1 33 41 01.03 KS Polyvinyl Chloride (PVC) Data Sheet ........................................ 1- 2 33 41 01.05 KS Reinforced Concrete Data Sheet .................................................

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