12010919Q0062_Starrigaven_Roof_Replacement_Sol.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)

956930

ALASKA REGIONAL OFFICE

709 WEST 9TH STREET

JUNEAU AK 99802

DELLA KOELLING 907-586-8852

106/17/2019

12010919Q0062

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

Starrigaven Rec Area Vault Toilet Replacements

This is a firm fixed price construction project with option items.

Estimated Price Range Between $25,000 and 100,000

11. The Contractor shall begin performance

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.)

120 calendar days and complete it within 0 __15 days_ ________________ calendar days after receiving

06/28/2019

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. 4-85)

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

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, copies to issuing office.)

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

STANDARD FORM 1442 (REV. 4-85) BACK

Continued...

ITEM NO.

(A)

SUPPLIES/SERVICES

(B)

QUANTITY

(C)

UNIT

(D)

UNIT PRICE

(E)

AMOUNT

(F)

NAME OF OFFEROR OR CONTRACTOR

3 3

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

12010919Q0062

Delivery: 06/17/2019

Delivery Location Code: 0114

USDA FOREST SERVICE

TONGASS NF SITKA OFFICE

2108 HALIBUT POINT

SITKA AK 99835 US

001 Starrigavan Rec Area Vault Toilet Roof 1 LS

Replacements

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

Sponsored by GSA

FAR (48 CFR) 53.110

1201019Q0062 Starrigaven Recreation Toilet Roof Replacement

SCHEDULE OF ITEMS

SERVICES AND PRICES

Base Bid

ITEM

NO.

DESCRIPTION

PAY

UNIT

EST.

QTY.

PRICE

TOTAL

A Mobilization and bond premiums for all work, including option items, if awarded.

Lump Sum

1 $________ $________

B Roof Replacement Pumphouse (near site 17)

EA 1 $________ $________

Total Base Bid

Optional Items

ITEM

NO.

DESCRIPTION

PAY

EST.

QTY.

TOTAL

1A Roof Replacement Rental Cabin Toilet

(near site 16)

EA 1 $________ $________

1B Roof Replacement Outer Loop Toilet

(near site 22)

EA 1 $________ $________

1C Roof Replacement Estuary Parking Lot Toilet

EA 1 $________ $________

1D Roof Replacement Backpacker Loop Toilet

EA 1 $________ $________

1E Roof Replacement Host Cabin Toilet

EA 1 $________ $________

1F Roof Replacement Mosquito Cove Parking Lot

Toilet

EA 1 $________ $________

Total All Items $________

Grand Total (Base + All Optional Items) $________

See Map Attachment for Starrigavan Recreation Area locations

NOTES:

1. There is a requirement for payment protections (Irrevocable Letter of Credit (ILC) or payment bonds) if quote is over $35,000. The payment bond or ILC will be for 100% of the award price and submitted within 10 days after contract award. There is no bid guarantee required.

2. Contractor must be registered www.sam.gov to be considered. THIS IS A FREE

REGISTRATION.

3. c. There is no pre-bid meeting. Contractors should visit the sites independently.

4. e. Award will be made to one contractor. You must submit pricing for all items, including any option items and/or option years.

1.DESCRIPTION AND SPECIFICATIONS

Project Scope

The Sitka Ranger District has seven Romtec vault toilet buildings at Starrigavan Recreation Area that need partial roof replacement. The buildings are Romtec SST Double Restrooms with All Weather Porch. The buildings were installed in the early 1990s. The roof design at the rear gable provided insufficient protection from water damage, resulting in rotten structural members, including roof decking, purlins, eave beams, fascia, and truss. This project includes removal of the existing roof structure and replacement with a new roof having a rear eave extension that covers the vent shrouds. The porch roof will be retained.

Project Location Starrigavan Recreation Area is located in Sitka, AK, seven miles northwest of downtown. Sitka is accessed by scheduled commercial air service, scheduled barge service, and the Alaska Marine Highway ferry system.

Period of Performance

120 days for each roof.

Applicable Codes and Standards 2015 International Building Code

Estimated Price Range

Between $25,000 and 100,000

Additional Requirements

A. Must be a licensed general contractor capable of completing framing and roofing work.

B. On-Site Work Hours: Limit work to 8 a.m. to 6 p.m., Monday through Saturday.

C. Noise, Vibration, and Odors: Coordinate operations that may result in high levels of noise and vibration, odors, and other disruption to the Recreation Area occupants with the Contracting Officer.

D. Repair any damage to facilities or site affected by the work.

E. Contractor is responsible for daily removal, proper recycling, and disposal of all construction debris.

F. Building permits are not required as this is a federally owned building.

G. Prior to starting on-site activities, submit a written Safety Plan to the CO for approval. Indicate methods of providing for safety for workers, Government representatives, and the public. Plan shall address safety of occupant and contractor personnel, and protection of improvements. Plan shall comply with and reference all applicable OSHA Construction and Workplace requirements.

H. Do not work on adjacent restrooms simultaneously.

AGAR 452.211-72 Statement of Work/Specifications (FEB 1988) The Contractor shall furnish the necessary personnel, material, equipment, services and facilities (except as otherwise specified), to perform the Statement of Work/Specifications referenced in Section J.

AGAR 452.211-73 Attachments to Statement of Work/Specifications (FEB 1988) The attachments to the Statement of Work/Specifications listed in Section J are hereby made part of this solicitation and any resultant contract.

2. TECHNICAL SPECIFICATIONS

SECTION 009030—INTENT OF THE CONTRACT

A. The intent is to provide for the selective demolition of existing roofs and the construction of replacement roofs in the same manner and style as the existing roofs, including the addition of an extended rake overhang on the rear side. Furnish all management, labor, material, equipment, tools, transportation, facilities, utilities, and supplies to perform all work required in order to complete the project.

END OF SECTION

SECTION 009050—CONTROL OF MATERIALS

A. Deliver, store, handle, and install all materials to preserve their quality and fitness for the work, and per manufacturer’s specifications, recommendations, and instructions.

END OF SECTION

SECTION 009060—MEASUREMENT AND PAYMENT

A. Measurement and payment for contract work will be made only for those pay items included in the schedule of items. All other work and materials will be considered incidental and included in the payment of the pay items.

B. Units of measurement for the pay items will be Each (Ea) for completion of each roof structure.

END OF SECTION

SECTION 009070—QUALITY ASSURANCE/QUALITY CONTROL

A. Work consists of providing certification that the quality and quantity of construction conform to the drawings, specifications, and requirements of the contract.

B. Review drawings thoroughly before proceeding with any work. If any discrepancies are found, immediately bring to the Contracting Officer’s attention. Do not proceed with any work known to be in conflict with other work, or not code compliant, until resolved by the Contracting Officer.

C. Provide documentation showing the quality of the materials used in the project to ensure it meets the requirements in these specifications. Fit and finish must conform with industry standards for exterior roofs in Southeast Alaska, and be safe for the occupants of the buildings.

D. Offsite-Produced Materials: Furnish signed certificates executed by the manufacturer, supplier, or vendor, stipulating that all offsite-produced materials incorporated in the work meet applicable requirements SHOWN ON THE DRAWINGS or stated in the specifications. Furnish a certificate for each commodity or invoice.

E. Quantity Measurements: Submit quantities to the CO for periodic progress payments, and the CO will compute payments. Quantities are subject to verification.

END OF SECTION

SECTION 011110—MOBILIZATION

A. This consists of moving personnel, equipment, materials and incidentals to the project site and performing all necessary work prior to the project starting. Mobilization includes the costs associated with obtaining insurance, bonds, and permits. Mobilization is not intended to pay for the costs of materials before they are used on the project site.

B. Payment:

a. Make progress payments for mobilization as follows:

i. Reimburse for bond premiums before issuing Notice to Proceed if evidence of bond payment is received.

ii. When 5 percent or more of the original contract amount is earned from other pay items, pay mobilization at the rate of 50 percent or up to 5 percent of the original contract amount, whichever is less.

iii. When 10 percent or more of the original contract amount is earned from other pay items, pay mobilization at the rate of 100 percent or up to 10 percent of the original contract amount, whichever is less.

iv. Pay any unpaid amount for mobilization upon final acceptance of all work items.

END OF SECTION

SECTION 013300—SUBMITTALS

A. Submittal Procedures:

a. Provide submittals in timely manner to ensure sufficient time to complete all required reviews prior to required construction window. Allow 10 workdays for review. If a submittal is rejected, a resubmittal is required and the time for reviews is restarted.

b. Do not order, fabricate, procure, or otherwise incur material costs until Contracting Officer has issued written acceptance of the relevant submittal.

B. Submittal Execution:

a. Provide submittals for materials used in the job during construction. Submittals to be manufacturer’s product data sheet indicating (as relevant to product use) material grade, species, treatment for corrosion/rot resistance, color, and other data necessary to determine if product is suitable for the intended use and compatible with other materials. Materials requiring submittals include lumber, fasteners, framing connectors, flashing, roofing felt, roofing panels, roofing trim, vent-through-roof pipe boot, and stain.

b. Upon notice to proceed, submit a schedule detailing demolition and construction timelines.

i. Breakdown the schedule by building location.

c. Provide engineered shop drawings for the new trusses. Truss drawings to be stamped by a professional engineer with current registration in the state of Alaska.

d. Provide ICC-ES evaluation reports for treated wood.

PART 1 - GENERAL

1.01 DESCRIPTION

A. This section covers the furnishing of materials, labor, and equipment required to partially or entirely remove, salvage, and/or demolish those items identified in this contract and restore any disturbed areas or components impacted by demolition.

1.02 JOB CONDITIONS

A. Protection: Ensure safe passage of persons around area of demolition. Conduct operations to prevent injury to adjacent buildings, structures, trees, and persons in accordance with the approved safety plan.

B. Damages: Promptly repair damages caused to adjacent structures by demolition operations at no cost to the Forest Service.

PART 2 – PRODUCTS

Not applicable.

PART 3 - EXECUTION

3.01 SELECTIVE DEMOLITION

A. Remove the following from the main roof: Ridge cap, snow guards, flashing, metal roofing panels, underlayment, sheathing, joists/purlins, ridge beam, gable end truss, gutters and downspouts, eave beams, eave fascia, soffit, rear closure panels and associated trim pieces, posts (on gable end where the vents are located). Do not damage the building structure and siding panels.

B. Porch roof assembly to remain, do not disturb, except as minimally necessary to remove main roof.

C. Retain and protect for re-installation: ridge cap, snow guards, gutters and downspouts, Romtec building rear closure panels and trim pieces.

D. Repair any damage to the building caused by, or resulting from, the Contractor’s activities, at no additional cost to the government.

3.02 DISPOSAL OF DEMOLISHED MATERIALS

A. All debris, rubbish, and other materials resulting from demolition operations and not identified as salvageable by the Owner’s Representative become property of the Contractor and shall be removed and transported to a Contractor-furnished disposal site.

B. Debris and rubbish resulting from demolition work shall be staged in an on-site container and removed from the site promptly and regularly. Grounds will be cleaned daily of all debris. Contractor shall utilize a magnet to capture small ferrous items such as nails and metal trimmings.

C. Burning of removed materials is not permitted on site.

SECTION 061000—ROUGH CARPENTRY

PART 1 – GENERAL

1.1 DESCRIPTION

A. This section includes but is not limited to materials required for construction of roofs.

1.2 REFERENCES

A. Provide lumber graded in accordance with official grading rules of The Western Wood Products Association (WWPA) Western Lumber Grading Rules, West Coast Lumber Inspection Bureau (WCLIB), or National Lumber Grades Authority (NLGA).

B. In lieu of a grade stamp for wood harvested on the Tongass National Forest, producing saw mill must certify that the provided lumber would meet the appropriate grading standards of the American Lumber Standards Act. A grading standard synopsis is provided below.

2” to 4” Thick, 5” and Wider Criteria Number One Number Two seasoning checks

Allowed (Not to exceed width) Allowed (Not to exceed width)

Grain (growth rings) must be greater than

4 rings per inch 4 rings per inch

Knots Sound, firm, encased, and pith knots, if tight and well spaced, are acceptable as long as they do not exceed allowable knot size criteria (see table below)

Well spaced are acceptable as long as they do not exceed allowable size knot size criteria (see table below)

Slope of Grain 1 in 10 1 in 8 Splits Equal in length to the width of the piece Equal in length to 1 ½ times the width of the piece

Dry rot Not allowed Not allowed Wane ¼ the thickness and ¼ the width on the full length of the piece 1/3 the thickness and 1/3 the width on the full length of the piece

Number One Knot Criteria Nominal Width in inches

At Edge Wide Face in inches

Centerline Wide Face in inches

Loose Knots and Holes in inches

5 1 ¼ 1 7/8 1 1/8 6 1 ½ 2 ¼ 1 ¼ 8 2 2 ¾ 1 ½ 10 2 ½ 3 ¼ 1 ½ 12 3 3 ¾ 1 ½ 14 3 1/8 4 1 ½ 16 3 ¼ 4 ½ 1 ½ 18 3 3/8 4 5/8 1 ½ Number Two Knot Criteria Nominal Width in inches

At Edge Wide Face in inches

Centerline Wide Face in inches

Loose Knots and Holes in inches

5 1 5/8 2 3/8 1 3/8 6 1 7/8 2 7/8 1 1/2 8 2 ½ 3 ½ 2 10 3 ¼ 4 ¼ 2 ½ 12 3 ¾ 4 ¾ 3 14 4 1/8 5 ¼ 3 ½ 16 4 ¼ 5 ¾ 4 18 4 3/8 5 7/8 3 1/2

A. International Building Code, current edition, Chapter 23 – WOOD.

B. American Society for Testing and Materials (ASTM).

1.3 HANDLING

A. Ship and store lumber to protect from exposure to moisture, store in dry location until incorporated into the work.

B. Handle lumber with rope slings. Do not use cant dogs, peaveys, hooks or pike poles. Use slings or other devices to protect corners of heavy construction timbers and banded packages of heavy construction timber.

PART 2 - MATERIALS

2.1 TIMBER, LUMBER AND BOARDS

A. Lumber for roof construction

1. Sizes as indicated on the Drawings. Select for appearance; no splits, warps, checks, or loose knots.

2. Moisture Content

i. (Rough sawn and dimensional) lumber less than 2”: kiln or air dried to a maximum moisture content of 19%.

B. Preservative-Treated Materials: AWPA U1; Use Category UC3b for eave beams and Use Category UC4a for posts.

1. Use treatment containing no arsenic or chromium.

2. Kiln-dry lumber after treatment to a maximum moisture content of 19 percent.

3. Mark lumber with treatment quality mark of an inspection agency approved by the ALSC Board of Review.

C. Miscellaneous Dimension Lumber: Construction grade with 19 percent maximum moisture content of any species. Provide for nailers, blocking, and similar members.

2.2 METAL FASTENERS AND ACCESSORIES

A. Provide all necessary nails, screws, bolts, and metal framing connectors for proper installation of rough carpentry; sizes and quantities as indicated on the Drawings. Bolts shall be provided with washers under nut and head. Washers shall be provided under lag screw heads.

B. Common nails shall be round wire of standard form, or as recommended by Romtec, or as shown on the Drawings.

C. All exposed fasteners (including for roofing, flashing, ridge cap, snow guards, fascia, eave beam, posts, and post trim pieces) will be hot-dip galvanized or stainless steel.

D. Metal Framing Connectors:

1. Drawings specify USP products. Equivalent products by other manufacturers are acceptable. If other manufacturers’ products are proposed, then submit substitution request, including product data demonstrating equivalency, for Contracting Officer approval.

2. Post caps/beam seats shall be galvanized.

2.3 METAL ROOFING PANELS

A. General: Sheet steel roofing panels, exposed fastener.

B. Basis of Design Product: Subject to compliance with requirements provide Champion Metal; Ultra- Panel.

C. Metal roofing, 0.015-inch (29 gage) minimum, with matching eave, and gable flashing and fasteners.

Eave flashing dimensions to match existing. Gable flashing dimensions per Drawings. Provide roofing in precut lengths ready for installation.

D. Product Options:

1. Panel Coverage: 36 inches.

2. Rib Height: ¾ inch.

3. Material: Aluminum-zinc alloy-coated steel sheet, ASTM 653 and 792, Class AZ-55 or G-90 (galvanized) coating designation, structural quality.

4. Sealant: Factory-applied side lap sealant.

5. Application: Applied over open framing or solid substrate.

6. Color: Match existing. Believed to be Kodiak Brown or Weathered Copper by Champion Metal.

Verify prior to submitting product data for metal roofing.

E. Roofing fasteners shall be color-matched neoprene washer screws, size and material as recommended by the roofing manufacturer.

2.4 ROOFING UNDERLAYMENT

A. Roofing felt shall be 30 lb roofing felt, F.S. HH-R-595, Type 30A, Style A, (30-lbs/sq.) or ASTM D226, Type II.

PART 3 - EXECUTION

3.1 GENERAL

A. Construct all items in locations and to elevations and dimensions as shown on the Drawings.

B. For treated wood: Treat all abrasions and field cuts per AWPA specification M4.

C. Set miscellaneous rough carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. Locate nailers, blocking, and similar supports to comply with requirements for attaching other construction.

D. Securely attach miscellaneous rough carpentry to substrates, complying with the applicable fastening schedules from the 2015 International Building Code.

E. Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. Locate nailers, blocking, and similar supports to comply with requirements for attaching other construction.

3.2 FASTENING

A. Make tight connection between members. Install fasteners without splitting wood; pre-drill as required.

Countersink all bolt heads, lag screw heads, and bolt ends.

B. Pre-drill for all lag screws using two diameters, one for the shank and one for the threads. The lead hole for the shank is to be 1/16” diameter larger than the shank diameter and is to be bored to the depth of penetration of the shank. The lead hole for the threaded portion is to be 70% of the screw diameter as shown on the drawings and is to be bored at least to the length of the threads. Do not drive lag screws with a hammer.

C. Drill holes for bolts 1/16” larger than bolt diameter. Cut and peen all bolts after the nuts have been fully tightened, maximum 3/16”, touch up with galvanized paint.

D. Pre-drill holes for nails and spikes 75% of nail/spike diameter.

E. Bolts and screws shall be effectively tightened when installed and shall be re-tightened before final acceptance.

3.3 METAL ROOF PANEL INSTALLATION

A. General: Comply with panel manufacturer’s installation instructions including but not limited to special techniques, interface with other work, and integration of systems.

PART 1 - GENERAL

1.1 SUMMARY

Section includes exterior wood finish; work includes application of transparent finish to fascia, eave beam, and posts.

1.2 SUBMITTALS

Submittal procedures to comply with Section 013300.

1.3 DELIVERY, STORAGE & HANDLING

Storage and Protection: Store materials protected from exposure to harmful environmental conditions and at temperature and humidity conditions recommended by the manufacturer.

PART 2 - PRODUCTS

2.1 WOOD FINISH

Provide Sikkens ProLuxe Cetol Log and Siding Stain; Color: Natural.

PART 3 - EXECUTION

3.1 APPLICATION

A. Tenting: Provide rain-proof plastic tenting for wood where it is to be treated, and allow one week minimum dry time before applying finish. Maintain effective tenting until 2 days after finish is completed and approved.

B. Wood Prep: New rough-sawn wood shall be dry-brushed using a brush with stiff bristles to remove loose dirt and fibers. If “saw fuzz” is present, sand just enough to remove fuzz.

C. Application: Apply three coats to all exposed wood surfaces; apply in accordance with manufacturer’s directions. Thoroughly saturate end grain of all finished members. END OF SECTION

3. PACKAGING AND MARKING

Project Labeling for Official Correspondence The Government singularly identifies each project with a contract number at time of award. The contract number is a unique identifier to purposely and permanently represent an awarded project. The Government issued contract number is to be referenced on all official communication starting upon notice of award.

4. INSPECTION AND ACCEPTANCE

52.246-12 Inspection of Construction (AUG 1996)

5. DELIVERIES OR PERFORMANCE

FEDERAL ACQUISITION REGULATION (48 CFR CHAPTER 1) CLAUSES

52.242-14 Suspension of Work (APR 1984) 52.242-14 Suspension of Work (APR 1984) 52.242-17 Government Delay of Work (APR 1984)

AGAR 452.211-74 Period of Performance (FEB 1988) The period of performance of this contract is from date of award for 120 days per base. If Options are exercised and additional 120 days will be added for each option item.

FAR 52.211-10 Commencement, Prosecution, and Completion of Work (APR 1984) The Contractor shall be required to (a) commence work under this contract within _15 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 120 days for base award. The time stated for completion shall include final cleanup of the premises.

6. CONTRACT ADMINISTRATION DATA

AGAR 452.215-73 Post Award Conference (NOV 1996) A post award or pre-work conference with the successful offeror is required. It will be scheduled and held within a reasonable time after award and prior to the issuing of a Notice to Proceed.

Electronic Invoicing and Payment Requirements – Invoice Processing Platform (IPP)

(a) Payment requests must be submitted electronically through the U. S. Department of the Treasury's Invoice Processing Platform (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. The IPP website address is: https://www.ipp.gov

The Contractor must use the IPP website to register, access and use IPP for submitting requests for payment.

Contractor assistance with enrollment can be obtained by contacting the IPP Production Helpdesk via email IPPCustomerSupport@fms.treas.gov or phone (866) 973-3131.

(b) Final Payment. The final invoice must be accompanied by a release of claims against the Government arising by virtue of this contract, other than claims, in stated amounts, that the Contractor has specifically accepted from the operation of the release. Final payment will not be approved without a properly executed Contract Release, Form 6300-16.

(c) In addition, when submitting the invoice, the Contractor shall submit payrolls, subcontractor payment information and a spreadsheet detailing the payment breakdown in accordance with the Pay Items in the Schedule of Items, Section B.1 (either electronically in IPP, hard copy, or via fax) to the Contracting Officer (see FAR 52.232-5 Payments Under Fixed Price Construction Contracts).

Contract Administration This contract will be administered by the Contracting Officer located at:

Alaska Region Attn: CO_Della Koelling

Della.Koelling@USDA.gov

All matters related to the performance of this contract shall be coordinated through the Contracting Officer.

Designation of Contracting Officer's Representative The Contracting Officer designates the Contracting Officer's Representative(s) (COR). The COR is responsible for administering the performance of work under this contract. In no event, however, will any understanding, agreement, modification, change order, or other matter deviating from the terms of this contract be effective or binding upon the Government unless formalized by proper contractual documents executed by the Contracting Officer prior to completion of the contract.

The Contracting Officer should be informed as soon as possible of any actions or inactions by the Contractor or the Government which will change the required delivery or completion times stated in the contract, and the contract will be modified accordingly. (This does not apply to individual task assignments which were issued by the COR provided they do not affect the delivery schedule or performance period stated in the contract.)

On all matters that pertain to the contract terms, the Contractor must communicate with the Contracting Officer. Whenever, in the opinion of the Contractor, the COR requests effort outside the scope of the contract, the Contractor should so advise the COR. If the COR persists and there still exists a disagreement as to proper contractual coverage, the Contracting Officer should be notified immediately, preferably in writing if time permits. Proceeding with work without proper contractual coverage could result in nonpayment or necessitate submittal of a contract claim.

Contractor’s Designated Representative https://www.ipp.gov/ mailto:IPPCustomerSupport@fms.treas.gov

It is required that the Contractor have a designated representative available on the project during the entire project and that the representative be able to speak and understand English. When designating a representative, the Contractor shall furnish a copy of the designation in writing to the Contracting Officer.

Such designation shall clearly indicate the name and limitations (if any) of authority of the representative. If the Contractor intends to designate a representative prior to the pre-work meeting, the representative is strongly encouraged to attend that meeting.

7. SPECIAL CONTRACT REQUIREMENTS

AGAR 452.236-73 ARCHAEOLOGICAL OR HISTORIC SITES (FEB. 1988)

If a previously unidentified archaeological or historic site(s) is encountered, the Contractor shall discontinue work in the general area of the site(s) and notify the Contracting Officer immediately

LANDSCAPE PRESERVATION

A. The Contractor shall give attention to the effect of contract operation upon the landscape, shall take care to maintain natural surroundings undamaged, and shall conduct the work at all times in compliance with the following requirements.

B. The Contractor shall not remove, deface, injure, or destroy trees, shrubs, lawns, or other natural features or any other improvements in the work area unless specifically authorized by the Contracting Officer.

C. Confine operations to within the clearing limits or other areas designated in contract documents, and prevent the depositing of rocks, excavated materials, stumps, or other debris outside of these limits. Unless otherwise agreed to by the CO, retrieve material which falls outside of these limits and either incorporate the material in the work or dispose of the material as directed by the CO.

D. Protection of Streams, Lakes, and Reservoirs. Submit a stream protection plan and receive approval from the CO, in writing, prior to the beginning of construction. The Contractor shall take sufficient precautions, including providing all necessary materials and labor, to prevent pollution of streams (wet or dry), lakes, small ponds, and reservoirs with fuels, oils, bitumens, calcium chloride, silt, or other harmful materials. Mechanical equipment shall not be operated in live streams without written approval of the Contracting Officer.

E. Do not discharge pollutants such as raw sewage, and other harmful materials into or near rivers, streams, and impoundments or into natural or manmade channels leading thereto. Do not allow wash water or waste water from concrete or aggregate operations to enter live streams prior to treatment by filtration, settling, or other means sufficient to reduce the sediment content to not more than that of the stream into which it is discharged.

F. Collect and return waste motor oils, fuels, lubricants, bitumens and similar hydrocarbons to the supplier.

Comply with the requirements of 40 CFR 279, Standards for the Management of Used Oil. Do not discharge hydrocarbon products on the ground, use them for road oiling, or bury them in a landfill.

G. Do not operate mechanized equipment in live streams without written approval of the Contracting Officer.

EQUIPMENT CLEANING

A. All construction equipment shall be pressure washed before entering National Forest System lands. The removal of mud and debris from treads, tracks and undercarriage, with emphasis on axles, frame, cross-members, motor mounts, and underneath steps, running boards, and front bumper/brushguard assemblies will be required. The purpose is to reduce or eliminate the transportation of noxious weeds, which is required by Federal and State regulations.

B. Contractor shall advise Forest Service of its cleaning measures and make the equipment available for inspection prior to mobilization to project site. Forest Service shall have 2 days, excluding weekends and Federal holidays, to inspect equipment after it has been made available. After satisfactory inspection or after such 2 day period, Contractor may move the equipment as planned. Equipment shall be considered clean when a visual inspection does not disclose seeds, soil, vegetative matter, and other debris that could contain or hold seeds. Contractor shall not be required to disassemble equipment unless directed to do so by CO.

C. Additional equipment cleaning to the standard outlined above will be required after removal of a patch of invasive plant species located onsite and identified in the drawings. Contractor shall obtain prior approval from

CO as to the location for such cleaning and measures for controlling spread of the identified plant species, and make equipment available for inspection per the paragraph above.

USE OF PREMISES

A. Use of Site: Limit use of premises to work in areas indicated. Do not disturb portions of site beyond areas in which the Work is indicated.

1. Limits: Confine construction operations to the structure(s) that is(are) being reconstructed.

2. Government Occupancy: Allow for Government and public occupancy of the site.

3. Driveways and Entrances: Keep roads serving premises clear and available to Government employees and emergency vehicles at all times. Do not use these areas for parking or storage of materials unless approved by CO.

B. Camping is not permitted at the project site.

C. Areas for staging operations and storage of materials shall be approved by the CO. The Contractor must request in writing for approval from the CO to stage work trailers on site.

D. Fuel and hazardous material storage: Meet the requirements of 40 CFR 112 (Oil Pollution Prevention) for fuel storage. Meet the requirements of 33 CFR 150 and 33 CFR 154 for facilities transferrring oil or hazardous materials in bulk.

AVAILABILITY AND USE OF UTILITY SERVICES

A. Utilities are not available at the site for construction purposes.

PRODUCT SUBSTITUTION REQUEST

A. When submitted within 30 days after contract award, the Contracting Officer will consider formal requests for substitution of products, equipment and methods, in place of those specified. Requests submitted after 30 days will be considered only in case of product unavailability or other conditions beyond the control of Contractor.

Requests shall provide the information and be in the format as specified in paragraph B below.

B. Submit separate request for each substitution. Support each request with:

1. Complete data substantiating compliance of proposed substitution with requirements stated in contract documents:

a. Product identification, including manufacturer's name and address.

b. Manufacturer's literature; identify:

1. Product description

2. Reference standards

3. Performance and test data

c. Samples, as applicable

d. Name and address of similar projects on which product has been used, and date of each installation.

e. Comparative data of item to be deleted by proposed substitution. Include drawings to same (or larger) scale as pertinent portion of contract documents and marked to show how differences will be accommodated.

f. Show complete system/assembly as revised to accommodate proposed alternate for difference in performance, size, configuration, connections, service, accessibility, or any other significant characteristics.

g. Show complete layout of system except that which is identical to contract documents unless unchanged portion must be shown to indicate clearances, etc.

h. Include complete detail drawings of supports for all substitute equipment and complete load calculations for adequacy of support prepared and signed by a registered structural engineer.

1. Itemized comparison of the proposed substitution with product specified; list significant variations.

2. Data relating to changes in construction schedule.

3. Any effect of substitution on separate contracts.

4. List of changes required in other work or products.

5. Accurate cost data comparing proposed substitution with product specified.

6. Proposed amount of change to the contract.

7. Designation of required license fees or royalties.

8. Designation of availability of maintenance services, sources of replacement materials.

C. Substitutions will NOT be considered for acceptance when:

1. They are merely indicated or implied on shop drawings or product data submittals without a formal request from Contractor.

2. They are requested directly by a subcontractor or supplier.

3. Acceptance will require substantial revision of contract documents.

4. Substitution has not been requested in accordance with this and related clauses.

D. Substitute products shall not be ordered or installed without written acceptance of the Contracting Officer.

E. Contracting Officer will determine acceptability of proposed substitutions.

F. Number of Substitution Submittals: Only one proposed alternative will be considered for each item. Provide specified item if substitution proposal is rejected.

G. In making formal request for substitution the Contractor represents he/she:

1. Have investigated proposed product and determined that it is equal to or superior in all respects to that originally specified.

2. Will provide same warranties and bond for substitute as for originally specified product.

3. Will coordinate installation of accepted substitution into the work, and will make such changes as may be required for the work to be complete in all respects.

4. Will waive claims for additional costs caused by substitution, which may subsequently become apparent.

5. Cost data is complete and includes related costs under the contract, but not:

a. Costs under separate contracts.

b. Contracting Officer costs for redesign or revision of contract documents.

H. The Contractor assumes full responsibility that the substitution and/or alternate items or procedures proposed will meet the job requirements.

I. The Contractor is solely responsible for the cost of redesign and modifications to this and other parts of the work caused by the substitutions or alternates furnished.

J. Any modification of other items, designs, materials, products or equipment (including Government-furnished property), made necessary because of a substitution, will be the responsibility of the Contractor without adjustment in contract price or time. The Contracting Officer's approval of any substitute will not affect the Contractor's responsibility for such modification. Any and all substitutions will be requested by the Contractor after award of the contract has been made. No approvals will be made prior to award.

INSPECTION OF WORKSITE

The contractor acknowledges they have taken the necessary steps to ascertain the nature and location of work, and have investigated and satisfied themselves as to the general and local conditions that can affect the work or its cost. Any failure of the contractor to take the actions described and acknowledged in this paragraph will not relieve the Contractor from the responsibility of estimating properly the difficulty and cost of successfully performing the work, or for proceeding to successfully perform the work without additional expenses to the government.

CONSTRUCTION LOADS ON ROADWAYS

Not Used.

TRAFFIC CONTROL

Install barriers and signage to prohibit public access to the construction site at all times.

EMERGENCY CONTROL

(a) Immediately extinguish without expense to the Government all fires on or in the vicinity of the project which are caused by the Contractor's employees, whether set directly or indirectly as a result of construction operations, with or without direction by the Forest Service. The Contractor may be held liable for all damages and costs of additional labor, subsistence, equipment, supplies, and transportation deemed necessary by the Government resulting from fires set or caused by Contractor's employees or resulting from construction operations.

(b) Contractor's Responsibility for Controlling Other Emergencies - When requested by the Contracting Officer, allow the Forest Service to temporarily use employees and equipment for emergency control work. Payment will be made at not less than the current area rate established by the Forest Service.

(c) Fire fighting equipment will be required during the fire season from May 10 to August 31, and during any other period of fire danger designated by the Contracting Officer.

Furnish rust-free fire tools to equip all workers employed in Contractor's operations at each separate work site.

Maintain tools in serviceable condition and keep tools in one or more weather-tight fire tools boxes. Paint fire tools boxes red, mark "tools for Fire Only" with letters at least 3” high, and keep sealed. Post a list of the contents inside each fire tool box so as to be visible when opened.

Kind of Tool No. of People Working in Area 1-4 5-9 10-15 16-20 Axe, d.b chopping, 32-inch min. handle 1 1 2 3 Shovels, L.H. R.P., No. 0 or larger 1 3 6 7 Pulaski, 32-inch min. handle 2 3 7 10 File, 10-inch mill bastard 1 1 1 2 Pumps, backpack cans, 5-gal filled with water 1 2 2 3

Equip each internal combustion engine with a spark arrester qualified and rated USDA-Forest Service, Standard 5100- 1, unless it is:

(a) Equipped with a turbine-driven exhaust supercharger such as the turbocharger. There shall be no exhaust bypass.

(b) A multi-position engine, such as on a chain saw, which is equipped with screen arrester, as described in the

Forest Service Spark Arrester guide.

A spark arrester, which does not meet the requirements in this guide may be approved upon submission of acceptable proof that the arrester is at least 80 percent efficient in retention, attrition, or destruction of carbon particles. Such arrester may be required to meet higher standards as improvements in design and efficiency are discovered.

(c) A passenger-carrying vehicle or light truck intended primarily for use on roads, and equipped with a factory designed muffler and exhaust system.

(d) A heavy duty truck, such as a dump or log truck, or other vehicle used for commercial hauling, used only on roads and equipped with a factory designed muffler and with a vertical stack exhaust system extending above the cab.

Properly install and constantly maintain in serviceable condition all exhaust equipment described in this Subsection, including spark arresters and mufflers.

Equip each unit of mobile or stationary power equipment, including trucks, with one shovel, and at least one fire extinguisher meeting one of the following specifications:

1. 2-1/2 pound size or larger dry chemical type.

2. 4-pound size or larger carbon dioxide type.

Test or check each extinguisher for proper functioning prior to the beginning of fire precautionary period.

Provide each gasoline power saw with one chemical-pressurized fire extinguisher of not less than 8-ounce capacity by weight. Maintain the extinguisher in good working order at all times.

Do not burn camp refuse, brush, slash, or debris such as that resulting from clearing around camps or on rights-of-way, without the written approval of the Contracting Officer. Submit written requests for burning to the Contracting Officer at least 48 hours in advance of intended burning. The Contracting Officer will approve routine camp refuse disposal incineration in the camp development proposal.

NOTIFICATION OF WORK SCHEDULE

At the pre-work meeting, provide a proposed schedule of work showing beginning and completion dates of salient work items for the Contracting Officer’s approval. Notify the Contracting Officer 5 business days in advance of beginning work on site. Maintain the schedule up to date, and provide it to the Contracting Officer upon request. Also incorporated into this contract is FAR 52.236-15, Schedules for Construction Contracts.

GOVERNMENT FURNISHED PROPERTY

None.

FAR 52.236-14 Availability and Use of Utility Services (APR 1984)

Worker’s Compensation Laws Alaska state law requires that all employers have Worker’s Compensation Insurance for their employees. The Forest Service furnishes contract award information to the Alaska Department of Labor. Failure to comply with the state worker’s compensation laws can be a felony offense in Alaska. The Alaska Workers’ Compensation Division can also fine employers up to $1,000 per employee for each day they are conducting business with employee labor without the required insurance. For the definitions of “employer”, “employee”, and “subcontractor”, and other pertinent information contact:

Alaska Department of Labor Workers Compensation Division Special Investigations Unit P.O. Box 115512 Juneau, AK 99802-5521

907.465.5875 (Direct) 1-888-372-8330 (toll free), 907.465-2797 (FAX)

Public Officials not Personally Liable

There shall be no personal liability upon the Contracting Officer or officer in charge, their agents or employees, for any act performed in the discharge of any duty imposed or the exercise of any power or authority conferred upon them by, or within the scope of the contract, it being understood that in all such matters they act solely as agents and representatives of the Government.

SIMPLIFIED ACQUISITION TERMS & CONDITIONS: CONSTRUCTION

FEDERAL ACQUISITION REGULATION (48 CFR CHAPTER 1) CLAUSES

FAR 52.252-2 Clauses Incorporated by Reference (FEB 1998) This contract incorporates one or more clauses by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. Also, the full text of a clause may be accessed electronically at this/these address(es):

http://www.acquisition.gov/far/ 52.204-18 Commercial and Government Entity Code Maintenance (JUL 2016) 52.204-19 Incorporation by Reference of Representations and Certifications (DEC 2014) The Contractor’s representations and certifications, including those completed electronically via the System for Award Management (SAM), are incorporated by reference into the contract.

52.209-10 Prohibition on Contracting with Inverted Domestic Corporations (NOV 2015) 52.211-18 Variation in Estimated Quantity (APR 1984) 52.213-4 Terms and Conditions-Simplified Acquisitions (Other Than Commercial Items) (NOV 2017)

(c) fill in: www.acquisition.gov/far/ www.usda.gov/procurement/policy/agar.html

52.217-7 OPTION FOR INCREASED QUANTITY – SEPARATELY PRICE LINE ITEM (MAR 1989)

52.217-9 OPTION TO EXTEND THE TERM OF THE CONTRACT (MAR 2000)

(a) The Government may extend the term of this contract by written notice to the Contractor by email;

provided that the Government gives the contractor a preliminary written notice of its intent to extend prior to _______. The preliminary notice does not commit the Government to an extension.

(b) If the Government exercises this option, the extended contract shall be considered to include this option clause.

(c) The total duration of this contract, including the exercise of any options under this clause, shall not exceed the time for the original contract plus the additional days extended for the option items.

52.219-6 Notice of Total Small Business Set-Aside (NOV 2011) 52.222-6 Construction Wage Rate Requirements (MAY 2014) 52.222-7 Withholding of Funds (MAY 2014) 52.222-8 Payrolls and Basic Records (MAY 2014) 52.222-9 Apprentices and Trainees (JUL 2005) 52.222-10 Compliance with Copeland Act Requirements (FEB 1988)

52.222-11 Subcontracts (Labor Standards) (MAY 2014) 52.222-12 Contract Termination - Debarment (MAY 2014) 52.222-13 Compliance with Construction Wage Requirements and Related Regulations (MAY 2014) 52.222-14 Disputes Concerning Labor Standards (FEB 1988) 52.222-15 Certification of Eligibility (MAY 2014) 52.222-21 Prohibition of Segregated Facilities 52.222-26 Equal Opportunity (SEP 2016) 52.222-27 Affirmative Action Compliance Requirements for Construction (May 2014) 52.223-2 Affirmative Procurement of Bio-based Products under Service and Construction Contracts

(SEP 2013)

52.223-17 Affirmative Procurement of EPA-designated Items in Service and Construction Contracts

(MAY 2008)

52.223-18 Contractor Policy to Ban Text Messaging While Driving (AUG 2011) 52.225-9 Buy American Act-Construction Materials (MAY 2014)

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

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

(i) A commercial item (as defined in paragraph (1) of the definition at FAR 2.101);

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

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

(2) Does not include bulk…