Sol_140FC323Q0058.pdf

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

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

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

CALL:

FOR

SEALED BID (IFB)

NEGOTIATED (RFP)

0040618645

FWS Constr A/E 3

FWS, Construction A/E Team 3

5275 Leesburg Pike Falls Church VA 22041

FC3

jessica_tines@fws.gov

Jessica Tines 0000000000

108/24/2023

140FC323Q0058

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

SOW, Map, Wage Determination

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.)

10 371 calendar days and complete it within ________________ ________________ calendar days after receiving

09/21/2023

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. 8/2014)

Prescribed by GSA

FAR(48 CFR) 53.236-1(d)

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

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 and return (Contractor is not required to sign this document.)

Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award.

No further contractual document is necessary.

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

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

BY

2PAGE OF

FWS, Construction A/E Team 3 FWS, Construction A/E Team 3

5275 Leesburg Pike Falls Church VA 22041

FC3

Joshua Miller

28. NEGOTIATED AGREEMENT 29. AWARD

Contractor agrees to furnish and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.

copies to issuing office.)

10 U.S.C. 2304(c) 41 U.S.C. 3304(a)

STANDARD FORM 1442 (REV. 8/2014) BACK

Continued...

ITEM NO.

(A)

SUPPLIES/SERVICES

(B)

QUANTITY

(C)

UNIT

(D)

UNIT PRICE

(E)

AMOUNT

(F)

NAME OF OFFEROR OR CONTRACTOR

3 79

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

140FC323Q0058

Contractors are reminded that any amount awarded over $35,000 requires submission of a Payment

Bond. Any amount over $150,000 requires both payment and performance bonds. Bonds are due no later than 10 calendar days after award.

Project Magnitude: $100,000 - $150,000

Site visit will be held 9/6/2023 at 10 am

Hawaiian at 60 Nowelo Street, Suite 100 Hilo, HI

96720-2788

Questions should be submitted via email to jessica_tines@fws.gov NLT 9/13/2023 at 10 am

Hawaiian.

Delivery: 09/30/2024

Delivery Location Code: 0008349169

FWS BIG ISLAND NWR COMPLX

60 NOWELO STREET, SUITE 100

HILO HI 96720-2788 US

Period of Performance: 09/25/2023 to 09/30/2024

00010 Greenhouse Rehabilitation

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

Sponsored by GSA

FAR (48 CFR) 53.110

Greenhouse Rehabilitation Page 1 of 21

Hakalau Forest NWR

BID SCHEDULE

for

Greenhouse Rehabilitation at the

Hakalau Forest National Wildlife Refuge

US Fish and Wildlife Service, Region 1

Item # Description Estimated

Quantity Unit

Unit

Price

Total

Cost

1 Base Bid: Greenhouse 1 remodel 1 LS

Option 1: Greenhouse 1 sprinkler system.

1 LS

Option 2: Greenhouse 1 hose watering system.

1 LS

Option 3: New water delivery/pump system.

1 LS

TOTAL PROPOSAL COST: $__________

Incomplete Bids will not be considered.

Name of Bidder and Company:

Address (Include Zip Code):

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STATEMENT OF WORK

Greenhouse Rehabilitation

Hakalau Forest National Wildlife Refuge US Fish and Wildlife Service, Region 1

August 2023

1. GENERAL

Background:

Hakalau Forest National Wildlife Refuge (HFNWR) was established in 1985 to protect and manage endangered Hawaiian forest birds and their rain forest habitat. Located on the windward slope of Mauna Kea, Island of Hawai’i, the 32,733-acre Hakalau Forest Unit supports a diversity of native birds and plants equaled by only one or two other areas in the State of Hawai’i.

HFNWR is located approximately 40 road miles northwest of Hilo, Hawai’i, and situated at an elevation between 2,500 and 6,500 feet. The terrain is rolling with gentle to steep slopes and is crossed with numerous gulches, streambeds, and channels. It is composed of a substrate of rock and scattered rock with deeper soil. The high to moderate rainfall creates muddy and marsh areas; the lower elevations are forested with koa and O’hia trees with a scattered understory of native plants.

The Refuge maintains two greenhouses at the field station, located at about 6,000 feet elevation. The greenhouses are used to propagate native trees and plants that are out planted on the Refuge to restore and enhance the Refuge’s native forest habitat. Greenhouse 1 (GH1) was constructed in ca.

1995 and is approximately 30’ wide by 100’ long by 18’ high. The frame is an open arch design with 6’ sidewalls constructed of galvanized steel (Figure 1).

GH1 has reached the end of its functional life and has been stripped down to the framing for future improvements. The purpose of this project is to fully remodel/restore GH1.

2. SCOPE

The Contractor shall provide all labor, equipment, materials, supervision, and any required ancillary design to construct the project that fulfills the requirements of the scope of work.

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• Fully remodel GH1 to a fully functional state.

• Modify or construct new water supply system servicing greenhouse.

Figure. Overview of greenhouse site at HFNWR.

2.1 Base Bid – Greenhouse 1

GH1 has been stripped of all materials down to the original frame. The base item includes: Install Non- woven geotextile over existing compacted gravel base/pad; frame-in ends and install barn style doors; apply new semi-opaque plastic cover with shade cloth ceiling; and install overhead plumbing and irrigation system.

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Figure. Greenhouse 1 current condition (sidewalls will be raised to 6 ft height and gravel pad improved by the refuge).

A. Frame: Utilize existing frame. If any existing frame hardware (nuts, bolts, etc), brackets, and/or rigid materials need to be replaced, the contractor will inform the Refuge.

B. Nonwoven Geotextile: Install over existing gravel

1) Nonwoven geotextile shall be composed of a pervious sheet of polymeric fibers interlaced to form a planar structure with uniform random fiber pattern. Products shall be calendared or finished so that yarns will retain their relative position with respect to each other.

2) Polymeric yarn shall be long-chain synthetic polymers (polyester, polypropylene, or polyethylene) with stabilizers or inhibitors added to make filaments resistant to deterioration due to heat and ultraviolet light exposure.

3) Geotextile Edges: Selvaged or finished to prevent outer material from separating from sheet.

4) Unseamed Sheet Width: Minimum 6-feet.

5) Nominal Weight per Square Yard: 12 ounces.

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Physical Property Requirements for Nonwoven Geotextile 1

Property Requirement ASTM Test Method

Grab Tensile Strength (minimum)

Machine and Cross Machine

Directions

113 lb D4632

Grab Failure Strain (Minimum)

Machine and Cross Machine

Directions

≥ 50 D4632

Tear Strength (minimum) 41 lb D4533

Puncture Strength (minimum) 223 lb D6241

Apparent Opening Size (AOS)

(maximum) U.S. Standard Sieve

30 D4751

Permittivity (minimum) 0.05 sec-1 D4491

Ultraviolet Stability Retained

Strength (minimum)

50% D4355 (at 500 hours)

1 All geotextile properties are Minimum Average Roll Values (MARV). The test results for any sampled roll in a lot shall meet or exceed the values shown in the table.

Figure. Example geotextile floor covering.

6) Securing Pins

a. Insert securing pins with washers through geotextile, midway between edges of overlaps and 6-inches from free edges.

b. Maximum pin spacing 5 feet.

c. Install additional pins across each geotextile sheet as necessary to prevent slippage of geotextile or to prevent wind from blowing geotextile out of position.

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d. Push each securing pin through geotextile until washer bears against geotextile and secures it firmly to subgrade.

e. Securing pins shall be steel rods or bars conforming to the following:

• 3/16-inch diameter

• Pointed at one end; head on other end, sufficiently large to retain washer

• Minimum Length: 12-inches.

• Steel washers for securing pins shall be:

• Outside Diameter: Not less than 1-1/2 inches;

• Inside Diameter: 1/4-inch; and,

• Thickness: 1/8-inch.

• Steel Wire Staples

• U-shaped.

• 10-gauge.

• Minimum 6-inches long.

7) Joints – Overlap 12” minimum at seams.

C. End Walls

1) Use corrosion resistant (galvanized or aluminum) structural metal to create a framed wall at each open end.

2) Walls will be covered with semi-opaque, 6 Mil polyfilm plastic sheeting [Poly-AG corp E2118 Plastic UVA (90% LT 25% DIF) PQ15000114 (40'x100')] in combination with breathable shade cloth (50% white) at the arch gable above the doorway.

3) As another option, LEXAN Thermoclear material or similar may be installed on the walls.

4) Install barn-style doors at each end to a finished size of at least 12’ wide x 7’ high. Doors should be similar metal frame as the walls and be covered with LEXAN Thermoclear or similar material.

Figure. Example barn doors on greenhouse.

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D. Cover

1) Install new semi-opaque, 6 mil polyfilm plastic sheeting polyfilm plastic sheeting [Poly-AG corp E2118 Plastic UVA (90% LT 25% DIF) PQ15000114 (40'x100')] to building exterior.

2) Secure with new Zig Zag Wiggle wire.

3) Install shade 70%, black shade cloth ceiling over half length of interior and 20% black shade cloth ceiling over remaining half of interior.

E. Irrigation

1) Design and install three to five (3-5) polyethylene pipes (Netafim

UV White PE tubing) from a sub-main at the north end of the structure.

2) Pipe shall meet appropriate watering requirements to maximize output when all lines are in operation (see Bid Option 4 and 9).

3) Each line shall be controlled by a ball valve at the sub-main.

Additional ball valves shall be installed every 50’.

2.2 Bid Option 1 – Design and construct new overhead irrigation sprinklers in

GH1.

A. Sprinkler System

1) Acquire and install appropriately sized and appropriate quantity of

Netafim VibroNet or SpinNet Sprinklers and dependent on bench layout (see Bid Option 8).

2) Acquire and install sprinklers with appropriate Netafim Super Flex UV White PE Tubing and Netafim Stabilizer Weight. Include Netafim Check Valve with installation as suggested by manufacturer. Spriklers should be installed approximately 3’ above bench surfaces.

2.3 Bid Option 2 – Design and construct new elevated hose watering system in

GH1.

A. Install coiled hoses and sprayers.

B. Use UV resistant PVC or metal pipes to install at least 6 hose connections on inside of walls.

C. Quantity should be sufficient to apply full coverage to the interior of the facility while reducing the amount of hose that would be required. Interior of facility is approximately 300 SF. Example construction may include 5 hoses per side each with a coverage of approximately 30 SF.

2.4 Bid Option 3 – Design and construct a new central water pumping station to deliver water to both GH1 and GH2 or install new water pumping station in GH1. Shall include new automatic timing system for water delivery.

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A. Pump – Acquire and install appropriately sized pump to deliver water to each greenhouse. If the best option is to have an independent pump for each greenhouse, then contractor will only need to acquire and install pump for GH1 as existing pump in GH2 will not be replaced/removed. Pump installation in GH1 shall be similar in design to that of GH2. If a central pump to service both greenhouses is the preferred option, then contractor will work with the Refuge to select the best location to construct a small pump house (concrete pad, small shed) to house equipment out of the weather.

B. Plumbing – All existing plumbing shall be replaced and rerouted.

Construct delivery lines from the water source to either each greenhouse or the pump house. Piping will be appropriately typed (PE or PVC), sized and buried according to the conditions and needs.

Ensure appropriate filtration is added to reduce emitter clogging.

C. Electrical – Each greenhouse currently has one 20A circuit dedicated to the structure. These lines may be retained or replaced, depending on the needs and condition. Refuge staff can assist with running a new electrical line to each unit or the central pump house.

D. Sprinkler Timer system – Contractor shall acquire and install Rain Bird sprinkler timing system for GH1. Contractor may opt to reconfigure automated sprinkler timing system to a more logical design depending on pump configuration.

Figure. Water deliver overview with one pump in each greenhouse.

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Figure. Water deliver overview with one central pump delivering water to each greenhouse.

Figure. Example independent pump station (GH2) and watering control.

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3. PLACE, DELIVERY, AND PERIOD OF PERFORMANCE

1. The work may occur any time of year. All work shall be completed by September 30, 2024.

2. All work is located at Hakalau Forest National Wildlife Refuge, approximately 40 miles outside of Hilo, HI. The project is accessible on unpaved, county roads.

4. DELIVERABLES

• Initial project schedule within 15 days of NTP being issued.

• Executed bid schedule.

• Product submittals for pumps, floor covering, benches, plumbing materials (piping, fittings, and valves), hoses, emitters, and lighting.

• Closeout items.

5. INSPECTION AND ACCEPTANCE

• The work shall also be done in accordance with all applicable federal, state and local codes including the most current edition of the IBC, National Electrical Code (NEC), NFPA 101 Life Safety Code, ADA/ABA, and any other applicable disciplines of the International Code Council, as well as with accepted general industry standards.

• The work shall be accepted when all the work is completed as described here within and in accordance with any contract documents.

Work will be inspected to assure compliance with the contract documents, but quality control and adherence to all contract requirements is the responsibility of the contractor, as further described in CFR 52.246-12, “Inspection of Construction”.

• Inspections shall be performed by Refuge staff.

6. GOVERNMENT FURNISHED MATERIALS

• Due to the distance from communities, the contractor shall be permitted to stay in government owned facilities over the duration of the construction.

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• Refuge staff and equipment (fork lift) can assist with loading/offloading materials and supplies.

• Biosecurity protocols for entering the Refuge.

• Technical requirements.

7. SPECIAL NOTICES AND INSTRUCTION

• No plants or animals may be brought on to the Refuge. Likewise, no plants or animals may be removed from the Refuge.

• To reduce the spread of Rapid ‘Ohi’a Death and other invasive or destructive plants animals, insects and pathogens to the Refuge, the Contractor shall follow written protocols outlining the cleaning of gear, vehicles, equipment, clothing and footwear prior to entering the Refuge.

• Contractor-owned equipment and supplies may be stored at the Refuge. Refuge staff will assist contractor in selecting an appropriate and secure location for items.

8. AVAILABILITY & ACCESS

1. Pre-bid Site Visit: No formal pre-bid site visit has been scheduled.

2. Unless approved by the Project Leader, the work week is Monday thru Friday, from 7:00 a.m. until 5:30 p.m., except federal holidays. Work shall be performed during these hours unless prearranged with the Refuge. The refuge is not open to the public.

3. Contractor shall notify the COR a minimum of seven (7) days prior to arrival on-site and/or needing access to any of the buildings.

4. The Refuge is accessed by Keanakolu county road, an unpaved dirt road. This road is not within our jurisdiction and will not be improved by

FWS.

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TECHNICAL REQUIREMENTS

PART 1 GENERAL

1.1 SCOPE

A. This document contains supplemental technical requirements to the Statement of Work for construction of U.S. Fish & Wildlife Service infrastructure projects in Regions 1, 7, & 8 (Oregon, Washington, Idaho, California, Nevada, Alaska, Hawaii & other Pacific Islands).

B. Provide all management, supervision, field-engineering, quality-control, labor, equipment, materials and supplies necessary to perform work described in the statement of work.

C. Conduct site visits, and working meetings, conference calls, and other activities as necessary to accomplish the work in a timely and efficient manner.

1.2 DEFINITIONS (for the purposes of this document)

A. Commissioning is the act of statically and dynamically testing the operation of equipment and facility systems to ensure they operate as designed and can satisfactorily meet the needs of the facility throughout the entire range of operating conditions.

B. Construction is defined as, but not limited to, constructing (giving form by combining the parts), altering, repairing, adding to, subtracting from, improving, restoring, moving, wrecking, or demolishing any building, highway, road, excavation or other structure, project, or improvement attached to real estate.

C. Contracting Officer (CO) is defined as a the USFWS person with the authority to enter into, administer, and/or terminate contracts and make related determinations and findings on behalf of the United States of America.

D. COR is the Contracting Officer’s Representative who is explicitly designated in writing by the

CO.

E. Contractor is the business entity that is contractually responsible to the USFWS for accomplishment of the project Work.

F. Government means Owner, Contracting Officer, Contracting Officer’s Representative, or U. S.

Fish and Wildlife Service.

G. Performance Specifications are specifications that state what the required results will be with measurable or observable criteria for verifying compliance.

H. USFWS or FWS means United States Department of Interior, Fish and Wildlife Service.

1.3 PROJECT LOCATION AND ACCESS

A. Project location(s) is described in the project Statement of Work.

B. Some projects may be located in remote areas where construction materials and supplies are limited in quantity and variety, and where opportunities to use local labor may be limited in quantity and specialty. In the Pacific Islands, Hawaii, and Alaska access is primarily by ship or air.

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C. Access:

1. The Contractor shall identify suitable access routes to the work site(s) that are agreeable to the USFWS refuge / hatchery project leader and the COR.

2. Identify and comply with any associated use requirements and restrictions. Verify with

Field Station if roads are in “Open” or “Closed” status prior to using.

3. Site access may be difficult in some instances.

D. Any roads, parking lots, trails, and walkways subject to interference by the work shall be kept open in a manner that provides for safe public use.

E. USFWS will occupy the premises during the progress of the work. Cooperate with USFWS to maintain access and availability to the site.

1.4 TECHNICAL PROCEDURES

A. General: Comply with the requirements contained in this document unless explicitly indicated otherwise in a project-specific Statement of Work.

B. Contractor is responsible for the proper performance of the Work and shall correct, at no additional expense, to the Government any errors or omissions in connection with such performance.

C. Hazardous Materials: Notify COR immediately of any potential hazardous materials discovered on-site.

1.5 SUBMITTALS

A. Obtain transmittal form “FWS R1-67, Rev. 10/93”, and use for transmitting all submittals.

B. Follow the requirements of the “Region 1, 7, and 8 Engineering Drawings and Computer Aided

Drafting Standards Manual”, dated January 2016 or the most recent edition, for the preparation and management of engineering drawings including As-Built drawings.

C. See 48 CFR 52.236-21 (d), (e), (f), (g), “Specifications and Drawings for Construction”, for requirements of Shop Drawing submittals for (1) the proposed fabrication and assembly of structural elements and (2) the installation (i.e., form, fit, and attachment details) of materials or equipment.

D. Processing Time: Allow the government 14 calendar days for review of submittals. Time shall commence upon the COR’s receipt of the submittal. Any resubmittal will require another 14 days of review time.

E. Except as indicated below, transmit project-specific submittals electronically in Adobe.pdf to the

COR and/or the USFWS designated engineering point-of-contact.

1. Deliver any color renderings, samples, finish samples, and mock ups directly to the

USFWS field station and COR. Provide two samples to COR and one to field station, unless separate agreement is made between COR and Contractor.

2. Submit cost proposals as Adobe.pdf and/or Excel.xls to the CO and/or COR as directed.

3. Individual sheets shall be combined into a .pdf file of 5MB maximum. Files too large for electronic or ftp distribution may be mailed or delivered on compact disk.

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1.6 HOUSING AND TEMPORARY FACILITIES

a. Housing for workers and campsites are not available on site unless explicitly indicated otherwise in the Scope of Work.

b. The Contractor shall furnish all temporary facilities and utilities needed including: heat, light, power, water, telephone, sanitary facilities, job offices, material handling equipment, temporary construction aids, and storage enclosures. If suitable USFWS water, electric, or other utility is present at the site, it may be used for construction purposes at no cost, only if it does not adversely impact the operations of the station and field station agrees to permit use.

c. The Contractor is responsible for all temporary connections and disconnections.

PART 2 PROJECT EXECUTION

2.1 GENERAL

A. Project work will be accomplished via the project-specific Work Statement to convey the unique aspects of the project.

B. Federally listed illegal drugs are not permitted on the jobsite or any Federal property, regardless of

State laws.

2.2 PRECONSTRUCTION CONFERENCE

A. The Contracting Officer or designated COR will conduct a Preconstruction Conference at a convenient time to both the Contractor and the Government. A draft agenda with topics will be distributed prior to the meeting. The Contractor shall take meeting notes and submit for COR review and approval.

2.3 PAYMENT

A. 5 work-days prior to sending to the Invoice Processing Platform (IPP), submit a draft invoice in the agreed Schedule of Values format to COR for review and concurrence.

B. Proposed fees for construction costs are based on quantities and unit rates as a means to document price reasonableness, and as a tool of managing project price.

C. Unless explicitly approved otherwise and prior to incurring cost:

1. Expenses associated with any scoping visit & negotiations shall be incidental.

2. Payment will be processed monthly in accordance with the approved Schedule of Values that indicates the dollar value for each principal project element.

3. Submit paid invoices to support any requests of payment for stored materials.

4. Submit a certified invoice (with signature and date) that clearly indicates the contract number, task order number, USFWS field station name, project name, Contractor name/address/contact person and phone number/email, sequential invoice number, inclusive dates for work invoiced, original contract dollar amount, any contract modification dollar amounts issued to date, grand total contract amount, total value earned to date, cumulative previous payments, net dollar amount due this invoice.

2.3 CONSTRUCTION SCHEDULE

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A. Contractor shall submit for approval an initial practicable graphic construction schedule in PDF format within 15 days of NTP, as described in CFR FAR 52.236-15, “Schedules for Construction

Contracts”.

B. For projects under $250,000 the construction schedule may be in Bar-Chart format or more detailed.

C. For projects over $250,000 the construction schedule shall be in Critical Path Method, CPM format.

D. The schedule shall show any long-lead time items and any government-furnished property.

E. Submit updated construction schedules monthly depicting progress of work completed to date.

2.4 PERMITS

A. In addition to the Permits and Responsibilities clause Federal Acquisition Regulation (FAR) 52.236-

7, if work includes any ground disturbances meeting Stormwater Pollution Prevention Plan

(SWPPP) requirements, Contractor shall prepare, submit, and obtain any permits for SWPPP, unless

SWPPP documentation is provided by the USFWS in the solicitation phase.

B. Contractor shall obtain all other necessary local, state, or federal permits prior to starting work.

2.5 DAILY REPORTS AND PROGRESS PHOTOS

A. Contractor shall prepare and submit to the COR a daily report for each day physical on-site work is accomplished. The report shall note days and durations of no-work on the project.

B. Contractor shall label and submit to the COR a minimum of two photographs for each day of work, which represents work accomplished for that day. Photos shall contain a date stamp representing the day of work.

2.6 SUSTAINABILITY

A. Products selected by the Contractor for incorporation into the work shall be environmentally friendly, energy efficient, renewable, or other sustainable improvements. Submit manufacturer’s literature demonstrating sustainability.

2.7 COMPLIANCE DOCUMENTATION

A. The Contractor shall (during normal working hours throughout the duration of the contract) promptly furnish information, and provide reasonable facilities & access for obtaining information respecting: the character of the materials, condition of the work-in-progress, number of workers employed, their pay rate, time worked, inspection reports and test results from sampling and testing laboratories, and similar information.

PART 3 CONSTRUCTION

3.1 GENERAL CONSTRUCTION REQUIRMENTS

A. Contractor shall provide any necessary supervision, labor, materials, equipment, tools, testing, utilities, transportation, or other, which is necessary for proper execution and completion of the

Work, regardless if it is temporary or permanent Work.

B. Security: Effectively secure the work site, staging areas, and materials storage areas.

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C. Diligence: Perform all construction activities efficiently and with the requisite expertise, skill, and competence to satisfy the requirements of the Contract Documents. Contractor shall at all times exercise complete and exclusive control over the means, methods, sequences, and techniques of construction.

D. Supervision: Any time onsite work is underway, provide an onsite Project Manager or Project

Superintendent who has a good working knowledge of the project work.

E. Subcontractors: Utilize general contractors and specialty subcontractors who are duly licensed and well qualified to perform the Work consistent with the Contract Documents; Government may reasonably object to Contractor's proposed selection of workers and business entities.

F. Other Contractors: Coordinate and cooperate with any other contactors working at the project site.

G. USFWS Operations: Schedule and coordinate construction activities so as not to unduly impact ongoing refuge / hatchery operations; USFWS operations have precedence over the construction activities.

3.2 CONSTRUCTION SAFETY

A. The Contractor shall always have the ultimate responsibility for health and safety on the project site, as described in CFR FAR 52.236-13, “Accident Prevention”.

B. The Contractor is responsible for ensuring that all onsite activities, facilities constructed, and equipment conform fully to the standards of the Department of Labor, Occupational Safety and

Health Administration (OSHA) 29 CFR 1926 and 1910, and any supplemental DOI and USFWS policies.

C. Prepare, and submit for government review, a written permit space program for any identified

OSHA 29 CFR 1926.1203 identified confined spaces. Also inform employees and post signage per

1926.1203(b)(1).

D. Comply with all applicable Federal, State and local safety requirements. In the event where any safety standard referenced herein conflicts with another, the more stringent shall govern.

E. Initiate and maintain, throughout the performance of this contract, an effective health and safety program that provides adequate policies, procedures, and practices to protect workers from (and allow them to recognize) job-related health and safety hazards.

1. The program shall include provisions for the identification, evaluation, prevention and control of general work site hazards, specific job hazards, and potential hazards that may arise from foreseeable construction methods and conditions, as well as providing a competent person to conduct frequent and regular inspections.

2. Each employee (Contractor or subcontractor) must be instructed in the recognition and avoidance of unsafe conditions and the regulations applicable to the work environment.

F. Provide barricades and warning devices as necessary to safeguard the public, workers, and government personnel. Where project work affects public roads, provide signage in accordance with the current edition of the Manual on Uniform Traffic Control Devices (MUTCD) as published by the US Department of Transportation, Federal Highway Administration.

G. Rollover Protection and Seat Belts: In addition to the Accident Prevention clause Federal

Acquisition Regulation (FAR) 52.236-13 , rollover protection and seat belts required by 29CFR

1926 (OSHA) shall be extended to include equipment regardless of the year of manufacturer.

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3.3 CONSTRUCTION QUALITY CONTROL (CQC)

A. Designate in writing a single person to oversee and manage on-site quality control activities.

B. The Contractor is responsible for quality control of all project work including any sub-contracted work, and to submit thorough documentation that work fully complies with the construction documents and project permits.

C. Quality control processes include but are not limited to proactively:

1. Ensuring compliance with the construction documents and project permits.

2. Make vertical work plumb and make horizontal work level.

3. Managing specialty subcontractors.

4. Reviewing and processing samples, mockups, shop drawings and other construction submittals.

5. Ensuring that the workers have the appropriate expertise and proper equipment to perform the work.

6. Effectively utilizing third-party sampling & testing services (typically for earthwork gradation, compaction, concrete & asphalt testing, welding, pile driving, and other specialty inspections).

7. Initialing timely reviews and corrective actions to substrates prior to proceeding with subsequent work.

8. Timely involvement of industry specialists such as manufacturer representatives.

9. Managing system commissioning.

10. Conceal pipes, ducts, and wiring in finished areas unless otherwise indicated, and maintain headroom clearance of 96” in occupied spaces and 90” in unoccupied spaces.

11. Training USFWS personnel in system operation & maintenance.

12. Timely involvement of local authorities having jurisdiction.

13. Load-Limits: Heavy equipment operated on USFWS roads and parking areas shall comply with highway-legal load limits unless explicitly approved otherwise.

D. Field-verify all dimensions and conditions prior to performing the work. Notify the COR of any conflicts.

E. Improvements shall be constructed in accordance with the product manufacturer’s written instructions and standards.

F. Welding shall be performed by licensed welders and in compliance with American Welding Society recommended practices, structurally sound, and shall be neat in appearance.

Greenhouse Rehabilitation Page 18 of 21

G. Electrical work shall comply with the National Electrical Code, or State Code of more stringent, to the satisfaction of the local authority having jurisdiction. And shall be performed by state-licensed

(by the state where the project is located) electricians who are licensed in the category of electrical being performed; photo-voltaic and telecommunications /data systems included.

H. Telecommunication (included telephone, data, radio, TV, similar) systems shall comply with the

USFWS Regional 1, 7, and/or 8 Telecommunication standards, which will be provided upon request.

3.4 NOXIOUS WEED / SPECIES / PATHOGEN CONTROL

A. Wash any equipment (and transport trucks) at an approved site prior to entering the project area.

This is particularly important when transporting material or equipment from relatively distant areas.

B. Ensure and submit documentation that any straw bales and seed mixes are certified “weed-free”;

and if feasible, are from the local area; submit documentation.

C. Any floating silt screens or similar construction aids shall be brand new (unused) or have been newly washed and disinfected; submit documentation.

D. Comply with any other specific protocol required by the station to minimize potential introduction of invasive species such as rodents or plants that could be transported by equipment, materials, personnel or food products.

3.5 ENVIRONMENTAL PROTECTION

A. General: Comply with all applicable federal, state, and local environmental laws and regulations.

This condition applies to, but is not limited to, laws and regulations governing noise levels, air and water quality standards, erosion control, surface runoff, and cultural resources.

B. Cultural Resources: Immediately stop work if paleontological, archaeological, or historical remains

(including burials or skeletal material) are encountered, until work is permitted to resume by written order from the Contracting Officer. Notify the Inspector, COR, or Contracting Officer immediately.

The Contracting Officer will notify the Regional Archaeologist, so the provisions of 36 CFR 800.7

(Resources Discovered During Construction) and other relevant laws are followed. Work in other areas may proceed as approved by the Contracting Officer.

C. Temporary Erosion and Sedimentation Control: Provide effective erosion control measures to prevent soil erosion and discharge of soil-bearing water runoff at the earliest feasible stage of construction. Regularly inspect and maintain the measures in effective working order. Promptly stop work in area(s) of any ineffective erosion control measures. Follow SWPPP if part of contract.

D. Tree and Plant Protection: Install temporary fencing located outside the drip line of trees to protect from damage from construction operations. Protect the tree root systems from damage, flooding, and erosion.

E. Vegetable-Based Hydraulics: Unless explicitly approved otherwise, dedicated onsite equipment operating near or over water bodies (or sensitive habitat) shall be equipped with vegetable-base hydraulic fluids. Consider alternates such as propane, electric, or air pneumatics.

F. Dust: Utilize effective means to prevent generation of wind-borne dust (typically watering or application of other approved dust control measures) and to prevent sediment from leaving the work site and/or entering storm sewers and water bodies. Method must be approved by the COR.

G. Damage: Protect adjacent vegetation, property, structures, and improvements from damage.

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H. Hazardous Materials: Perform any hazardous materials work in strict accordance with governing hazardous materials regulations. Workers shall be knowledgeable and well trained in the handling of project-specific hazardous materials.

I. Spill Control: Provide effective spill containment measures at the earliest feasible stage of construction. Regularly inspect and maintain the measures in effective working order.

3.6 WORK LIMITS & CLEARING LIMITS

A. Work Limits: Unless approved otherwise, confine all construction equipment and disturbance with the work limits that typically include out-to-out top edge of access roads, parking areas, and staging areas.

B. Clearing Limits: Unless approved otherwise, remove all trees, shrubs, and similar vegetative matter and deleterious material within 10 feet beyond the footprint of the Work; and as shown on the drawings.

3.7 CLEANUP

A. In addition to the Clean Up clause Federal Acquisition Regulation (FAR) 52.236-12, on a Daily basis, keep the work site and staging areas reasonably free from trash and construction waste/debris.

Legally dispose waste materials from Government’s property. Recycle if applicable.

B. Upon Substantial Completion of the Work, promptly remove any debris, materials, equipment, and tools, temporary facilities; and restore any areas disturbed by the Work to their preconstruction condition.

3.8 MATERIAL & EQUIPMENT TRANSPORTATION, HANDLING, AND STORAGE

A. Contactor shall have a representative on site to receive material deliveries, and the contractor shall remain responsible for all material deliveries whether or not their representative is on site at the time of delivery or not.

B. Government-owned equipment is not available for Contractor’s use to accomplish any Work, and

Government buildings and other facilities are not available for storage of Contractor’s materials, equipment, and tools.

C. Transport, handle, and store materials and equipment in accordance with the manufacturer’s written instructions, and in a secure manner.

D. Store products that are subject to damage by the elements, under cover in a weathertight enclosure above ground, with ventilation adequate to prevent condensation. Protect liquids from freezing.

E. Promptly remove from the project site any materials or equipment that are damaged or are otherwise unsuitable.

3.9 TESTING

A. Third-Party Sampling & Testing: On projects that entail third-party sampling and testing, the

Contractor shall provide and pay for the services of an accredited independent construction materials testing laboratory meeting the minimum requirements of ASTM E239-11c.

B. When work involves any of the below items, provide third-party Testing Lab Services:

1. Soils classification, gradation, and/or compaction.

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2. Concrete strength, air-content, slump, and similar

3. Structural welds

4. Asphalt

5. Pile-driving

6. Other, as noted in other sections.

3.10 COMMISSIONING & TRAINING

A. Provide industry-certified Commissioning Specialist(s) (preferably firms recommended by the systems manufacturers) to oversee and/or perform system commissioning; to include start-up, adjustment, balancing, measurement and documentation that systems function within the manufacturer’s and designer’s prescribed operating parameters.

B. Include the commissioning documentation in (and submit) the Operation & Maintenance Manuals.

C. Training: After the systems are fully functional and are operating properly, thoroughly familiarize the local USFWS staff with the improvements and train them to be proficient in overall system operation and maintenance.

D. Tools and Spare Parts: Deliver to the project site all specialty tools, valve handles, fan belts, filters, spare parts, keys and similar devices such that the USFWS staff is able to operate and maintain the work.

3.11 FINAL WALK THOUGH

A. Submit a preliminary list of unfinished work and notify the COR at least ten (10) calendar days prior to the anticipated date of completion of all work.

B. The COR will perform final walk through as promptly as practicable.

C. The time required for such walk through and for making any corrections as a result thereof shall be included in the contract performance time.

D. The Contractor representative responsible for the work shall be present at the final walk through and shall submit a preliminary list of unfinished work.

3.12 AS-BUILT RECORD DRAWINGS (see also Closeout Documents)

A. Maintain one set of working drawings and specifications for record purposes, on the project site while work is in progress.

B. Clearly and accurately record the as-constructed work in red; include modifications and clarifications.

C. Record swing-tie distances from permanent points to any underground items.

3.13 CLOSEOUT DOCUMENTS

A. Operation and Maintenance Manuals:

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1. Submit 3 copies of Operation and Maintenance manual (two paper copies to the USFWS field station and one electronic Adobe.pdf to the USFWS Regional Office Engineering).

2. Include complete parts lists keyed to suppliers; name, address, websites, email and telephone numbers for each.

3. Include fully executed manufacturer’s standard material, product, and equipment warranties.

4. Include systems commissioning documentation in (and submit) the Operation &

Maintenance Manuals.

B. Submit any requested regulatory-agency clearance documents indicating the work complies with their requirements such as finalized plumbing/gas/electrical inspections.

C. After completion of the work and prior to final payment, submit a properly executed by the

Contractor Release of Claims, Form DI-137, releasing claims against the United States arising out of this contract, other than claims specifically excepted from the operation of the release.

D. Record Drawings:

a. Submit a full-size paper-copy set of red-lined drawings and complete set of specifications that clearly indicates the as-constructed work.

b. Scan the full-size paper-copy set of red-lined drawings and submit a .pdf to the COR.

***** END *****

Hakalau Forest NWR – Greenhouse Rehabilitation SOLICITATION NO. 140FC323Q0058

FWS

Section Title

Part I—The Schedule

A Solicitation/Contract Form

B Prices (Quote Schedule)

C Description/Specifications/Statement of Work

D Packaging and Marking

E Inspection and Acceptance

F Project Delivery

G Contract Administration Data

H Special Contract Requirements

Part II—Contract Clauses

I Contract Clauses

Part III—List of Documents, Exhibits, and Other Attachments

J List of Attachments

Part IV—Representations and Instructions

K Representations, Certifications, and other Statements of Offerors

L Instructions, Conditions, and Notices to Offerors

M Evaluation Factors for Award

SECTION B – PRICES (QUOTE SCHEDULE)

Name of Firm: ________________________________________________________________________

Address: ____________________________________________________________________________

City: __________________________________ State: __________ Zip Code: __________________

Unique Entity ID (12 Digits assigned by SAM.gov) __________________ CAGE Code: _______________

Name and Title of Firm’s Point of Contact: _________________________________________________

Phone Number: ________________________ Email Address: _________________________

This requirement is for one (1) Firm Fixed Price Construction contract for Greenhouse Rehabilitation in Hilo, HI.

Item no. Item Description Quantity Unit of

Measure Unit Price Total 0001 Base Bid: Greenhouse 1 remodel

1 LS $ $

0002 Option Bid 1: Greenhouse 1 sprinkler system

1 LS $ $

0003 Option Bid 2: Greenhouse 1 hose watering system

1 LS $ $

004 Option Bid 3: New water delivery/pump system

1 LS $ $

TOTAL - Base $ TOTAL - Options $ GRAND TOTAL – Base plus Options $

* Estimated Quantity LS = Lump Sum LF = Linear Feet

(End of Section B)

SECTION C – DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK

See attachments

(End of Section C)

SECTION D – PACKAGING AND MARKING

D.1.0 PAYMENT OF POSTAGE FEES

All postage and fees related to submitting information forms, reports, etc., to the CO or the COR shall be paid by the contractor.

D.2.0 MARKING

All information submitted to the Contracting Officer or the Contracting Officer's Representative shall clearly indicate the Contract Number of the contract for which the information is being submitted.

(End of Section D)

SECTION E – INSPECTION AND ACCEPTANCE

The following clauses are incorporated by reference:

52.246-12 INSPECTION OF CONSTRUCTION AUG 1996

(End of Section E)

SECTION F – PROJECT DELIVERY

F.1.0 PERIOD OF PERFORMANCE

See clause 52.211-10 in this section.

F.2.0 PROGRESS PLAN

At the prework conference, the Contractor shall provide to the COR a written "work progress plan" that details its proposed work force and schedule to provide for orderly completion of the work within the contract performance time. This work schedule must be acceptable to the Government. At a minimum, the schedule must reflect a work progress rate equal to the available amount of contract performance time.

52.242-14 SUSPENSION OF WORK APR 1984

The following clauses are provided in full text:

52.211-10 – COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within _10_ 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 9/30/2024. The time stated for completion shall include final cleanup of the premises.

(End of Clause)

Alternate I . If the completion date is expressed as a specific calendar date, computed on the basis of the contractor receiving the notice to proceed by a certain day, add the following paragraph to the basic clause:

The completion date is based on the assumption that the successful offeror will receive the notice to proceed by__9/27/2023. The completion date will be extended by the number of calendar days after the above date that the Contractor receives the notice to proceed, except to the extent that the delay in issuance of the notice to proceed results from the failure of the Contractor to execute the contract and give the required performance and payment bonds within the time specified in the offer.

(End of Clause)

(End of Section F)

SECTION G – CONTRACT ADMINISTRATION DATA

ELECTRONIC INVOICING AND PAYMENT REQUIREMENTS – INVOICE PROCESSING PLATFORM (IPP) (APR 2013)

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:

1. Invoice billed according to contract line items and rates.

2. Certified payrolls and Statement of Compliance in accordance with clause 52.222-8.

3. If the partial payment is billed and the invoice states a lump sum, the invoice shall include an itemized breakdown and narrative progress summary of the work performed during this invoice period.

4. If final payment is billed, the last invoice shall state “FINAL”.

5. Contractor’s Release of Claims shall be submitted with the final invoice.

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…