AnnieCreek_Groomer_Shed_RFQ_Solicitation.pdf

REQUEST FOR QUOTATION PAGE OF PAGES

(THIS IS NOT AN ORDER) THIS RFQ X IS IS NOT A SMALL BUSINESS SET- ASIDE 1 170

1. REQUEST NO. 2. DATE ISSUED 3. REQUISITION/PURCHASE REQUEST NO. 4. CERT. FOR NAT.DEF. RATING

AG-04P5-S-17-0007 4/17/2017

AND/OR DMS REG. 1

5a. ISSUED BY 6. DELIVER BY (Date) Willamette National Forest, Attn: L. Montoya, 3106 Pierce Parkway, Suite D, Springfield, OR 97477

See Schedule

5b. FOR INFORMATION CALL (NO COLLECT CALLS) 7. DELIVERY FOB DESTINATION

NAME TELEPHONE NUMBER X OTHER (See Schedule)

AREA CODE NUMBER 9. DESTINATION

a. NAME OF CONSIGNEE

8. TO:

a. NAME b. COMPANY b. STREET ADDRESS

c. STREET ADDRESS c. CITY

d. CITY e. STATE f. ZIP CODE d. STATE e. ZIP CODE

10. PLEASE FURNISH QUOTATIONS TO THE

ISSUING OFFICE IN BLOCK 5A ON by 2 p.m.

on MAY 17, 2017.

IMPORTANT: This is a request for information, and quotations furnished are not offers. If you are unable to quote, please so indicate on this form and return it to the address in BLOCK 5A.

This request does not commit the Government to pay any costs incurred in the preparation of the submission of this quotation or to contract for supplies or services. Supplies are of domestic origin unless otherwise indicated by quoter. Any representations and/or certifications attached to this Request for Quotations must be completed by the quoter.

11. SCHEDULE (Include applicable Federal, State and local taxes)

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT

PRICE

AMOUNT

(a) (b) (c) (d) (e) (f)

ANNIE CREEK GROOMER SHED

CONSTRUCTION

KLAMATH RANGER DISTRICT

FREMONT-WINEMA NATIONAL

FOREST

SEE SECTION B –

SCHEDULE OF ITEMS

Price Range: Between $25,000 and

$100,000

a. 10 CALENDAR DAYS (%) b. 20 CALENDAR DAYS (%) c. 30 CALENDAR DAYS (%) d. CALENDAR DAYS

NUMBER PERCENTAGE

NOTE: Additional provisions and representations x are are not attached.

13. NAME AND ADDRESS OF QUOTER 14. SIGNATURE OF PERSON AUTHORIZED TO 15. DATE OF

a. NAME OF QUOTER SIGN QUOTATION QUOTATION

b. STREET ADDRESS 16. SIGNER

a. NAME (Type or print) b. TELEPHONE

c. COUNTY AREA CODE

d. CITY e. STATE f. ZIP CODE c. TITLE (Type or Print) NUMBER

NSN 7540-01-152-8084

Previous edition not usable

18-121 STANDARD FORM 18 (Rev. 6-95) Prescribed by GSA-FAR (48 CFR) 53.215-1(a)

AG-04P5-S-17-0007

Annie Creek Groomer Shed Construction

Fremont-Winema National Forest

TABLE OF CONTENTS

Request for Quotation – Standard Form 18 1

Table of Contents 2

Schedule of Items 3-4

Notes to Contractor 5

Section C – Description/Specification/Work Statement 6-11

Section D – Packaging and Marking 12

Section E – Inspection and Acceptance 13-15

Section F – Deliveries and Performance 16-17

Section G – Contract Administration Data 18

Section H – Special Contract Requirements 19-24

Section I – Contract Clauses 25-35

Section J – List of Attachments 36

Project Specifications - 37-137

Project Drawings – Separate Attachment

Fire Protection and Suppression R6-FS-6300-52 138-143

Fire Plan 144-146

Department of Labor Wage Determination 147-155

Section K – Representations, Certifications and Other Statements of Offerors 156-161

Section L – Instructions, Conditions, and Notices to Offerors 162-166

Section M – Evaluation Factors for Award 167-168

PART I—THE SCHEDULE OF ITEMS

SECTION B--SUPPLIES OR SERVICES AND PRICES/COSTS

The bidder must quote on all items. If bidder does not intend to charge for an item, “0” or “NO COST” should be shown. If the price is left blank or shown as “No Quote”, the entire quote may be considered nonresponsive.

ITEM

NO.

DESCRIPTION METHOD OF

MEASUREMENT

UNIT ESTIMATED

QUANTITY

TOTAL

1 Mobilization – includes moving building components from

Chiloquin RD to Annie

Creek SP Site.

LSQ 1 1 $_________

Site Preparation construct foundation footings, interior slab and gravel approaches

Construct Metal

Groomer Shed per

Manufacturer’s Plans and Specifications

Electrical service trench and service drop, building wiring and lighting

Supply and install sand/oil separator tank, excavation and backfill

Total Base Items

LSQ

Optional Item* –

Concrete Slab

Approaches

Optional Item* -

Install Wall Lining, construct Tool Room and Work Bench

Supply and Install

Bollards

Supply Heaters

Total Optional Items

GRAND TOTAL

BASE & OPTIONAL

ITEMS

* Optional Items may be awarded as part of the Solicitation pending availability of funds.

The estimated start work date is June 5, 2017. All work shall be completed within 90 calendar days after the effective date of the Notice to Proceed.

DUNS NUMBER: ______________________________________________________________

EMAIL ADDRESS: ____________________________________________________________

NOTES:

1) Offerors are urged to inspect work site before submitting quote.

2) A payment bond (100%) is required for this project.

3) Offerors MUST register in the SYSTEM FOR AWARD MANAGEMENT (SAM) data base –

See FAR 52.204-7 and Annual Representations and Certifications Applications – See

FAR clause 52.204-8. These are now consolidated at the following site: https://www.sam.gov/portal/public/SAM/

4) Contractor must be enrolled in the Invoice Processing Platform in order to receive payment for services rendered. If you are not currently enrolled, please go to https://www.ipp.gov/ , and then Vendor Enrollment. If you experience any issues at the site, please contact customer support at the following: Customer Support at

(866) 973-3131 or IPPCustomerSupport@fms.treas.gov.

5) Facsimile quotes will be accepted at 541.225-6220.

6) This is not a public bid opening. All offers submitted are considered confidential.

The name of the contractor and the amount of the contract will be disclosed only after an award has been made.

7) RETURN PACKAGE: See Section L for return package instructions.

8) QUOTES ARE DUE: MAY 17, 2017 BY 2 P.M.

https://www.sam.gov/portal/public/SAM/ https://www.ipp.gov/ mailto:IPPCustomerSupport@fms.treas.gov

SECTION C--DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK

C-1 PROJECT DESCRIPTION

The Project consists of site preparation, foundation construction and the constructing/assembly of a 60 ft. (long) x 40 ft. (wide) x 14 ft. (high @ eave) insulated metal building supplied by the Government to house a snow groomer for storage and maintenance. The Groomer Shed building is a NUCOR manufactured pre-engineered kit building designed for the appropriate snow and wind loading for the Annie Creek SP site.

The building kit components is currently stored at the Chiloquin RD. The Contractor shall be responsible for relocating the NUCOR building components from the Chiloquin

RD to the Annie Creek SP site.

C-1.1 DESCRIPTION OF WORK

The Contractor shall transport, construct/assemble the NUCOR manufactured pre-engineered insulated metal structure supplied by the Government as required. The successful bidder shall retrieve the building components from the Chiloquin RD, transport the components and assemble the metal structure per manufacturer’s instructions, specifications and requirements. The Groomer Shed shall be constructed at the Annie Creek Snow Park. The work must meet all current State and/or local Building

Codes.

The project work requires site prep; minor clearing and grubbing, excavation and backfilling of borrowed on-site fill material, concrete forming and pouring of engineered support foundation footings to support metal columns, transporting NUCOR building components to project site from Chiloquin RD, metal building assembly/erection, 6” thick interior concrete slab with imbedded drainage trough ceiling & wall insulation, electrical service installation, underground electrical conduit, building wiring and lighting, installation of a 500 gallon sand/oil separator tank and constructing graveled approaches for entry/exit on both ends of the building. There will possibly be Optional

Items as part of the Schedule of Items that may be awarded based on available funding.

C-1.2 PROJECT LOCATION

Annie Creek Snow Park is located approximately 41 miles from Klamath Falls and 20 miles from Chiloquin, Oregon, near the south entrance boundary of the Crater Lake

National Park. Annie Creek Snow-Park can be accessed from Klamath Falls by proceeding north on US Highway 97 an estimated 23 miles to the intersection of US

Highway 62, thence west on Hwy 62 for approximately 20 miles to the snow park entrance. The Snow-park is north of the highway approximately 200 feet on National

Forest Road 6237 (Annie Creek Rd).

C-1.3 PRICE RANGE

The Government's estimate is between $25,000 and $100,000.

C-1.4 PRE-BID CONFERENCE

Pre-bid conference is scheduled for Tuesday, April 18, 2017 at 1:00 p.m. at the Klamath

RD Office located at 2819 Dahlia St., Klamath Falls, OR. Site visit to Annie Creek Snow

Park will follow meeting for those interested.

For additional information contact Waiyen “Yogi” Yee, Forest Facility Engineer at 541-

883-6813 or 541-891-6977.

C-2 SPECIFICATIONS

The Contractor shall be responsible for all material and workmanship in the performance of this contract.

BUILDING AND WORK DESCRIPTION

A. Site Development: Clearing and grubbing of all vegetation to native soil within the construction zone of the building and approaches. The construction zone is approximately 200 ft. long 50 ft. wide. This include removal of approximately 6 existing tree stumps ranging from 18” to 4” in diameter, the trees have been cut and removed. Approximately 450 cyd of fill material will have to be excavated from a source at/near (less than 0.25 miles) the Annie Cr. Snow Park site, transported and backfilled at the building site to bring the ground elevation up to final grade. All fill material for the building pad shall be compacted to 98% of maximum density.

Compaction for approaches shall be 95% of maximum density.

Also included will be installation by excavation and backfill of a 4” diameter electrical conduit in a utility trench approximately 150 ft. long x 2 ft. wide x 3.5 ft.

deep with long sweep elbows at each end and placement of a 500 gallon sand/oil separator tank per plans. The sand/oil separator tank shall be connected to the trough drain in the building floor slab.

The building pad shall be backfilled with native material compacted to 98% maximum density with a 12” final coarse of 1-1/2” – 0” , graded evenly. Approaches shall be compacted gravel having a grading of 1-1/2” – 1/2”, compacted to 95% maximum density and be a minimum of 6” in thickness, tapered from finished grade to the match the existing asphalt. The final grade of the building is 0.50 ft. above existing asphalt at the center of the building. The USFS Project Engineer/COR shall set the final grade reference and building orientation for the Contractor prior to layout of footings and foundation.

B. Foundation and Metal Building Assembly: Contractor is responsible for the construction of the building support foundation footings and building connectors. The foundation footings shall be constructed per Manufacturer’s Engineer design plan.

This includes all excavation, formwork, reinforcement, placement, finishing of the concrete and backfilling.

The building is a NUCOR brand pre-engineered rigid frame metal building, supplied by the Government. The building is 60 ft. long x 40 ft. wide and 14 ft. high at the eave, having a roof pitch of 4:12. The metal building includes two roll-up doors, man door, windows, insulation and all associated hardware, metal siding and roofing.

Building assembly and construction shall be done per Manufacturer’s specifications.

Successful bidder is responsible to pick–up and move all the building components to the project site. All building components are currently stored at the Chiloquin RD

Compound, on US Highway 97 North at Chiloquin, Oregon.

C. Interior Walls: (Optional Item): The interior walls shall be lined with 8’ high x ¾” plywood primed and painted gloss white. The gable-end walls shall have gable vents with powered fan and shutters with wall switches at each end. The roof and walls shall be insulated with a minimum of R-10 and/or 3” thick layer of insulation.

D. Tool Room and Work Bench: (Optional Items): To be constructed inside the building following building assemble. The tool room shall be 10’(W) x 16’(L) x

9’(H) framed with 2x4 walls and 2x6 ceiling with painted gloss white plywood walls.

It shall have a 3’-0” x 6’-0” metal door with key lock hardware.

The work bench shall be located next to the tool room and be 30” (H) x 12’ (L) x 39”

(H) with a ½” thick metal top and shall be framed with wood or metal components. If metal components are used, the work bench shall be grounded.

E. Foundation and Concrete Slabs: The building foundation shall be constructed per building manufacturer’s Engineer’s plans and specifications. The interior concrete slab finished floor elevation at the walls shall be 0.5’ above the existing asphalt elevation, center of building. The concrete floor shall be 6” thick per plans and have a light broom finish.

(Optional Item): Concrete slab approaches shall be 6” thick be graded to match the existing asphalt. The concrete approaches shall be 20 ft. wide x 20 ft. long centered on each roll-up door.

F. Sand/Oil Separator: The sand/oil separator tank shall be a minimum of 500 gallons and shall minimum 24” of cover. The tank shall have 24” diameter access hatch(s) with risers, for pumping access, with metal covers set 6” above surrounding ground level.

G. Electrical and Lighting: Wire building per plan. General lighting shall meet current building codes for shop/warehouse as far as number and spacing. Contractor shall install LED or High Efficiency lighting.

H. Bollards: (Optional Item): Shall be installed per Floorplan locations. Each bollard shall be minimum 6” diameter buried 4’ deep in concrete and be 4’ high above finished grade. They shall be concrete filled metal pipe, primed and painted yellow.

I. Heaters: (Optional Item): Supply 2 – VAL 6 EPX Heaters. Also install 2 exhaust vent 6” wall jacks for alternative heat; locations to be determined by COTR.

C-2 SPECIFICATIONS (cont.)

All work will be accomplished per Manufacturer’s assembly instructions and specifications, current building codes and attached plans and supplemental specifications.

C-2.1 SUPPLEMENTAL SPECIFICATIONS

Section Subject Specification

01200 Mobilization

02230 Site Clearing

02722 Aggregate Base Course

02741 Sand/Oil Separator

03100 Concrete Formwork

03200 Concrete Reinforcement

03251 Construction Joints

03301 Cast in Place Concrete

03345 Concrete Finishing

05500 Metal Fabrication

06100 Rough Carpentry

07411 Manufactured Metal Roof

07620 Sheet Metal Flashing and Trim

08110 Steel Doors and Frames

08331 Overhead Coiling Doors

08710 Finish Hardware

C-2.2 Specifications and Drawings for Construction (FAR 52.236-21) (FEB 1997)

(a) The Contractor shall keep on the worksite a copy of the drawings and specifications, and shall, at all times, give the Contracting Officer access thereto. Anything mentioned in the specifications and not shown on the drawings, or shown on the drawings and not mentioned in the specifications, shall be of like effect as if shown or mentioned in both. In case of difference between drawings and specifications, the specifications shall govern. In case of discrepancy in the figures, in the drawings, or in the specifications, the matter shall be promptly submitted to the

Contracting Officer, who shall promptly make a determination in writing. Any adjustment by the Contractor without such a determination shall be at its own risk and expense. The

Contracting Officer shall furnish, from time to time, such detailed drawings and other information as considered necessary, unless otherwise provided.

(b) Wherever in the specifications or upon the drawings the words “directed”, “required”, “ordered”, “designated”, “prescribed”, or words of like import are used, it shall be understood that the “direction”, “requirement”, “order”, “designation”, or “prescription” of the

Contracting Officer is intended, and similarly the words “approved”, “acceptable”, “satisfactory”, or words of like import shall mean “approved by”, or “acceptable to”, or

“satisfactory to” the Contracting Officer, unless otherwise expressly stated.

(c) Where “as shown”, “as indicated”, “as detailed”, or words of similar import are used, it shall be understood that the reference is made to the drawings accompanying this contract unless stated otherwise. The word “provided”, as used herein, shall be understood to mean

“provide complete in place”; that is, “furnished and installed”.

(d) Shop drawings means drawings submitted to the Government by the Contractor, subcontractor, or any lower tier subcontractor pursuant to a construction contract, showing in detail (1) the proposed fabrication and assembly of structural elements; and (2) the installation

(i.e., fit and attachment details) of materials or equipment. It includes drawings, diagrams, layouts, schematics, descriptive literature, illustrations, schedules, performance and test data, and similar materials furnished by the Contractor to explain in detail specific portions of the work required by the contract. The Government may duplicate, use, and disclose, in any manner and for any purpose, shop drawings delivered under this contract.

(e) If this contract requires shop drawings, the Contractor shall coordinate all such drawings, and review them for accuracy, completeness, and compliance with contract requirements, and shall indicate its approval thereon as evidence of such coordination and review. Shop drawings submitted to the Contracting Officer, without evidence of the

Contractor’s approval, may be returned for resubmission. The Contracting Officer will indicate an approval or disapproval of the shop drawings and, if not approved as submitted, shall indicate the Government's reasons therefore. Any work done before such approval shall be at the

Contractor's risk. Approval by the Contracting Officer shall not relieve the Contractor from responsibility for any errors or omissions in such drawings, nor from responsibility for complying with the requirements of this contract, except with respect to variations described and approved in accordance with (f) below.

(f) If shop drawings show variations from the contract requirements, the Contractor shall describe such variations in writing, separate from the drawings, at the time of submission. If the

Contracting Officer approves any such variation, the Contracting Officer shall issue an appropriate contract modification, except that if the variation is minor or does not involve a change in price or in time of performance, a modification need not be issued.

(g) The Contractor shall submit, to the Contracting Officer for approval, four (4) copies

(unless otherwise indicated) of all shop drawings as called for under the various headings of these specifications. Three (3) sets (unless otherwise indicated) of all shop drawings will be retained by the Contracting Officer, and one set will be returned to the Contractor.

SECTION D--PACKAGING AND MARKING

{For this Solicitation, there are NO clauses in this Section}

SECTION E--INSPECTION AND ACCEPTANCE

E-1 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):

www.arnet.gov/far/

FEDERAL ACQUISITION REGULATION (48 CFR CHAPTER 1) CLAUSES

E-2 FAR 52.246-12 Inspection of Construction (Aug 1996)

(a) Definition. “Work” includes, but is not limited to, materials, workmanship, and manufacture and fabrication of components.

(b) The Contractor shall maintain an adequate inspection system and perform such inspections as will ensure that the work performed under the contract conforms to contract requirements. The Contractor shall maintain complete inspection records and make them available to the Government. All work shall be conducted under the general direction of the Contracting Officer and is subject to Government inspection and test at all places and at all reasonable times before acceptance to ensure strict compliance with the terms of the contract.

(c) Government inspections and tests are for the sole benefit of the Government and do not—

(1) Relieve the Contractor of responsibility for providing adequate quality control measures;

(2) Relieve the Contractor of responsibility for damage to or loss of the material before acceptance;

(3) Constitute or imply acceptance; or

(4) Affect the continuing rights of the Government after acceptance of the completed work under paragraph (i) of this section.

http://www.arnet.gov/far/

(d) The presence or absence of a Government inspector does not relieve the Contractor from any contract requirement, nor is the inspector authorized to change any term or condition of the specification without the Contracting Officer’s written authorization.

(e) The Contractor shall promptly furnish, at no increase in contract price, all facilities, labor, and material reasonably needed for performing such safe and convenient inspections and tests as may be required by the Contracting Officer. The Government may charge to the Contractor any additional cost of inspection or test when work is not ready at the time specified by the Contractor for inspection or test, or when prior rejection makes reinspection or retest necessary. The Government shall perform all inspections and tests in a manner that will not unnecessarily delay the work. Special, full size, and performance tests shall be performed as described in the contract.

(f) The Contractor shall, without charge, replace or correct work found by the

Government not to conform to contract requirements, unless in the public interest the

Government consents to accept the work with an appropriate adjustment in contract price.

The Contractor shall promptly segregate and remove rejected material from the premises.

(g) If the Contractor does not promptly replace or correct rejected work, the Government may—

(1) By contract or otherwise, replace or correct the work and charge the cost to the

Contractor; or

(2) Terminate for default the Contractor’s right to proceed.

(h) If, before acceptance of the entire work, the Government decides to examine already completed work by removing it or tearing it out, the Contractor, on request, shall promptly furnish all necessary facilities, labor, and material. If the work is found to be defective or nonconforming in any material respect due to the fault of the Contractor or its subcontractors, the Contractor shall defray the expenses of the examination and of satisfactory reconstruction. However, if the work is found to meet contract requirements, the Contracting Officer shall make an equitable adjustment for the additional services involved in the examination and reconstruction, including, if completion of the work was thereby delayed, an extension of time.

(i) Unless otherwise specified in the contract, the Government shall accept, as promptly as practicable after completion and inspection, all work required by the contract or that portion of the work the Contracting Officer determines can be accepted separately.

Acceptance shall be final and conclusive except for latent defects, fraud, gross mistakes amounting to fraud, or the Government’s rights under any warranty or guarantee.

E-3 Inspection and Testing Performed by the Government

The Government will perform sampling, testing and inspection of work in progress where these responsibilities are not expressly assigned to the Contractor by the Forest Service specifications or by the Special Project Specifications.

E-4 Conformity with Plans and Specifications

Unless working tolerances are specified, all work performed and materials furnished shall be in reasonably close conformity with lines, grades, cross sections, dimensions, and material requirements shown on the Plans, indicated in the specifications, or designated on the ground.

“Reasonably close conformity” is in compliance with reasonable and customary manufacturing and construction tolerances.

SECTION F--DELIVERIES OR PERFORMANCE

F-1 FAR 52.252-2 CLAUSES INCORPORATED BY REFERENCE (FEB 1998)

available. Also, the full text of a clause may be accessed electronically at this/these address:

F-2 52.242-14 Suspension of Work (APR 1984)

F-3 Suspensions of Work for Other than the Governments Convenience

The Contracting Officer may issue orders to suspend the work wholly, or in part, for such period of time as deemed necessary because of (1) weather or ground conditions when further prosecution of the work might cause environmental or resource damage to the project, access roads to the project, or adjacent property. Such action would include, but not be limited to, instances such as siltation of streams, damage to access roads, rutting of project roads which causes otherwise suitable soils to be muddy or unsuitable; or (2) failure of the Contractor to comply with specifications such as, but not limited to, placement of frozen material in fills, placing of asphalts at temperatures lower than those specified, performing work prior to prerequisite approvals, operating equipment not meeting fire requirements, or when conditions exist which do not meet safety requirements. Whether or not a suspend work notice is issued, the Contractor shall be responsible for correcting any damage caused by its operation, whether inside or outside project limits, at no cost to the Government. Such suspensions shall not be considered as suspensions for the convenience of the Government under FAR 52.242-14, Suspension of Work, and shall not qualify for an equitable adjustment.

F-4 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 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 60 calendar days. The time stated for completion shall include final cleanup of the premises.

F-5 Maximum Work Week – Construction Schedule (AGAR 452.236-75) (NOV 1996)

Within 5 calendar days after receipt of a written request from the Contracting Officer, the

Contractor must submit the following in writing for approval:

(a) A schedule as required by FAR clause 52.236-15, Schedules for Construction Contracts; and

(b) The hours (including the daily starting and stopping times) and days of the week the

Contractor proposes to carry out the work.

The maximum workweek that will be approved is Monday through Friday, 0800 to 1700 hours daily, except holidays.

SECTION G--CONTRACT ADMINISTRATION DATA

G-1 Designation of Contracting Officers Representative

The Contracting Officer will designate a Contracting Officer's Representative (COR) at the time of contract award.

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.

G-2 AGAR 452.215-73 Post Award Conference (NOV 1996)

A post award conference with the successful offeror is required. It will be scheduled and held at an agreed upon time and location after the date of contract award.

G-3 Government-Furnished Property (Materials) (USDA 452.245-70)(FEB 1988)

The Government will provide the following item(s) of Government property to the Contractor for use in the performance of this contract. This shall be used and maintained by the Contractor in accordance with provisions of the "Government Property" FAR clause contained elsewhere in the contract. None

SECTION H--SPECIAL CONTRACT REQUIREMENTS

H-1 FAR 52.236-4 Physical Data (APR 1984)

Physical Data - Data and information furnished or referred below is for the Contractor's information. The Government shall not be responsible for interpretation of, or conclusions drawn from, the data or information by the Contractor.

(a) The indications of physical conditions on the drawings and in the specifications are the result of site investigations by site surveys.

(b) Weather conditions can vary during this time of year. Typically, light snowfall can be expected early November with increasing amounts from the middle of November through

March.

(c) Transportation facilities – NONE

H-2 Availability and Use Of Utility Services (FAR 52.236-14) (APR 1984)

(a) The Government shall make all reasonably required amounts of utilities available to the

Contractor from existing outlets and supplies, as specified in the contract. Unless otherwise provided in the contract, the amount of each utility service consumed shall be charged to or paid for by the Contractor at prevailing rates charged to the Government or, where the utility is produced by the Government, at reasonable rates determined by the Contracting Officer. The

Contractor shall carefully conserve any utilities furnished without charge.

(b) The Contractor, at its expense and in a workmanlike manner satisfactory to the Contracting

Officer, shall install and maintain all necessary temporary connections and distribution lines, and all meters required to measure the amount of each utility used for the purpose of determining charges. Before final acceptance of the work by the Government, the Contractor shall remove all the temporary connections, distribution lines, meters, and associated paraphernalia.

Utilities Available Rate to be Charged Restrictions on Use

Electrical N/A N/A

H-3 Hazardous Conditions Safety Plan Certification

The following conditions have been identified as inherently hazardous to a degree that failure to take the proper precautions could lead to serious injury or loss of life. This listing shall not be construed as all inclusive. The Contractor shall certify that his/her Safety Plan conforms to the requirements of OSHA. The Safety Plan certification shall be submitted prior to commencing work on the project. Appropriate actions shall be taken by the Contractor to implement this plan during performance and to take any and all other necessary steps to mitigate the dangers from hazard.

X Temporary excavation/slope stability

Tree felling

X Fall hazard from work heights exceeding six feet

Traffic control on limited visibility roads

X Heavy equipment operation

X Suspended loads

Fire hazards (dry wood & vegetation)

Hazardous materials handling

Hydraulic and/or pneumatic and/or high pressure hazards

Steep slopes and/or downed logs

X Insects

H-4 Samples and Certificates (AGAR 452.236-76) (FEB 1988)

When required by the specifications or the Contracting Officer, samples, certificates, and test data shall be submitted after award of the contract, prepaid, in time for proper action by the

Contracting Officer or his/her designated representative. Certificates and test data shall be submitted in duplicate to show compliance with materials and construction specified in the contract performance requirements.

H-5 Submittals

Submittals shall include the following unless otherwise required in the specification:

1. Date and revision dates.

2. Project name and contract number.

3. Names of Contractor, subcontractor, supplier, and manufacturer.

4. Specifications section number.

5. Field dimensions and relation to adjacent structures.

6. Applicable standards such as ASTM or Federal Specifications.

7. Contractor's stamp, initial or signature, certifying the review of submittal, verification of field measurements and compliance with contract documents.

8. Provide all submittals within 14 calendar days of contract award unless otherwise required by the specification.

H-6 Product Samples and/or Submittals

The following product samples and/or submittals are required for this project:

Referenced by Time of Government

Title Specification No. Approval After Submittal

See Specifications

H-7 Product Substitution

Any modification of 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 before award.

H-8 Material Certifications and Testing Reports

The following material certifications and/or testing reports shall be submitted on this project:

Referenced by Time of Government

Title Specification No. Approval After Submittal

See Specifications

H-9 Permits and Responsibilities

All permits other than electrical (unless noted elsewhere) are not required to be obtained by the

Contractor due to this being a Federal project on Federal property. The lack of permits will not have negative impacts to the Contractor’s license and ability to work within the city in the future.

Contractor is responsible, as noted above, to comply with all codes, laws and regulations applicable to this work.

H-10 Landscape Preservation

(a) The Contractor shall not remove, deface, injure, or destroy trees, shrubs, lawns, or natural features not designated for treatment. The Contractor shall 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. Material which falls outside of these limits shall be retrieved, disposed of, or incorporated in the work as directed by the Contracting Officer.

(b) Prevention of Oil Spills. If the Contractor maintains storage facilities for oil or oil products on site, appropriate preventive measures shall be taken to insure that any spill of such oil or oil products does not enter any stream or other waters of the United States or any of the individual States. If a spill of petroleum product should occur in water, the Contractor shall immediately notify the Engineer and the Oregon Emergency

Response System (OERS), telephone 1-800-452-0311 or 1-503-378-4124.

Servicing of all equipment shall be done only in the areas approved by the Contracting

Officer. If the total oil or oil products storage exceeds 1,320 gallons, or if any single container exceeds a capacity of 660 gallons, the Contractor shall prepare a Spill

Prevention Control and Countermeasures (SPCC) Plan. Such plan shall meet applicable EPA requirements (40 CFR 112), including certification by a registered professional Engineer.

The Contractor will be required to make reasonable attempts to preserve the scenic and natural environment along this construction project.

(c) Trash and Refuse - Contractor shall remove all of his own trash and refuse from the contract area. Material to be removed includes, but is not limited to; used engine oil, oil filters, oil cans, grease cartridges, camp refuse such as tin cans, paper, garbage, etc.

This material must be removed to a State, County, or Municipality-designated solid waste disposal area.

(d) Erosion Prevention and Control - Contractors operations shall be conducted reasonably to minimize soil erosion. Equipment shall not be operated when ground conditions are such that excessive damage will result. The kinds and intensity of erosion control work done by the Contractor shall be adjusted to ground and weather conditions and the need for controlling runoff. Erosion control work shall be kept current immediately proceeding expected seasonal periods of precipitation or runoff.

H-11 Payments for Incidental Items

The intent of the contract is to provide for the complete construction of the project described in the contract. Unless otherwise provided, the Contractor shall furnish all labor, materials, equipment, tools, transportation, and supplies and perform all work required to complete the project in accordance with plans, specifications, and provisions of the contract. Payment for contract work will be made only for and under those pay items included in the Schedule of Items.

All other work and materials will be considered indirect to and included in the payment for items shown.

H-12 Local Disposal Sites

Debris encountered in the contract and other waste materials generated in the work (cartons, scrap, etc.) shall be removed and disposed of off of National Forest Service Land, and as required in the specifications.

H-13 AGAR 452.228-71 Insurance Coverage (NOV 1996)

Pursuant to FAR clause 52.228-5, Insurance – Work on a government Installation, Contractor will be required to present evidence to show, as a minimum, the amounts of insurance coverage indicated below:

(a) Workers Compensation and Employer’s Liability. Contractor is required to comply with applicable Federal and State worker’s compensation and occupational disease statutes. If occupational diseases are not compensable under those statutes, they shall be covered under the employer’s liability section of the insurance policy, except when contract operations are so commingled with a Contractor’s commercial operations that it would not be practical to require this coverage. Employer’s liability coverage of at least $100,000 shall be required, except in States with exclusive or monopolistic funds that do not permit worker’s compensation to be written by private carriers.

(b) General Liability. Contractor shall have bodily injury liability insurance coverage written on a comprehensive form of policy of at least $500,000 per occurrence.

(c) Automobile Liability. Contractor shall have automobile liability insurance written on a comprehensive form of policy. The policy shall provide for bodily injury and property damage liability covering the operation of all automobiles used in connection with performing the contract. Policies covering automobiles operated in the United States shall provide coverage of at least $200,000 per person and $500,000 per occurrence for bodily injury and $20,000 per occurrence for property damage or loss.

(d) Aircraft Public and Passenger Liability. When aircraft are used in connection with performing the contract, the Contractor shall have aircraft public and passenger liability insurance. Coverage shall be at least $200,000 per person and $500,000 per occurrence for bodily injury, other than passenger injury. Coverage for passenger injury shall be at least

$200,000 multiplied by the number of seats or passengers, whichever is greater.

H-14 Project Site Maintenance and Cleanup

Throughout the construction period, Contractor shall maintain the construction site in a neat, clean and orderly manner. Retain all stored items in an orderly arrangement allowing maximum access, not impeding drainage or traffic, and providing the required protection of materials. Do not allow the accumulation of scrap, debris, waste material, and other items not required for construction of this work. Provide adequate storage for all items, awaiting removal from the job site, observing all requirements for fire prevention and protection of the environment.

H-15 Traffic Control, Barricades, Warning Signs and Other Devices

Contractor shall provide, erect and maintain all necessary barricades, construction area fencing, suitable and sufficient lights, danger signals, signs, flaggers, and other traffic devices, and shall take all necessary precautions for the protection of the work and safety of the public, and government employees working or residing in the project area. Barricades and other obstructions shall be illuminated during the hours of darkness, unless otherwise approved by the COR. Suitable warning signs shall be provided to properly control and direct foot and vehicular traffic. All operations shall conform to the current requirements and guidelines of the Occupational Safety and Health

Administration (OSHA) and the Manual of Uniform Traffic Control Devices (MUTCD).

Contractor shall erect warning signs in advance to any place on the project where operations may interfere with the use of walkways, roads, parking areas or trails by foot or vehicular traffic, and at all intermediate points, where the new work crosses or coincides with an existing transportation and parking areas.

H-16 Storage and Stockpiling of Materials

Materials shall be stored to assure the preservation of quality and fitness for the work. Stored materials shall be located to facilitate their prompt inspection. Sites on Forest Service administered land, approved by the Forest Service, may be used for storage purposes and for the placing of the Contractor's plant equipment. All storage sites provided by the Forest Service shall be restored at the Contractor's expense. The Contractor shall be responsible for making arrangements for storage on other than Forest Service administered lands.

H-17 Final Cleanup

Contractor shall remove and dispose of all its own trash and refuse from the contract area.

Material to be removed includes, but is not limited to, camp refuse such as tin cans, aluminum foil, glass, paper, garbage, used engine oil, oil filters, oil cans, grease cartridges, etc. The

Contractor shall also remove and dispose of, upon completion of the project, all stakes, old culverts, flagging, and similar debris generated in the construction. This cleanup is a subsidiary item for which no special payment will be made. All debris shall be disposed of off National

Forest land, unless other disposal means are authorized in the plans or specifications, and in accordance with State and local disposal requirements.

H-18 Control of Noxious Weeds – Cleaning of Equipment (DEC 1997)

To prevent the introduction and control the spread of seeds of noxious weeds onto and around

National Forest land, the Contractor shall ensure all equipment moved onto National Forest land is free of soil, seeds, vegetative matter, or other debris that could contain or hold seeds. When the Contractor is working in an area that has been identified as a noxious weed infestation area, the Contractor shall ensure equipment is cleaned of weed seeds prior to moving to another work area on the Forest. The Contractor shall employ whatever cleaning methods necessary to ensure compliance with the terms of this provision, and shall notify the Forest Service prior to moving each piece of equipment onto National Forestland, unless otherwise agreed in writing.

Notification will include identifying the location of the equipment’s most recent operations.

The Contractor shall certify, in writing, compliance with the terms of this clause prior to each start-up of operations. For the purposes of this clause, “equipment” includes all motorized equipment operated off system roads, transport vehicles, and all motorized equipment used in road maintenance. Not included are log trucks, chip vans, pickup trucks, cars, or other vehicles used to daily transport personnel.

PART II--CONTRACT CLAUSES

SECTION I--CONTRACT CLAUSES

I-1 FAR 52.252-2 CLAUSES INCORPORATED BY REFERENCE (FEB 1998)

available. Also, the full text of a clause may be accessed electronically at this/these address(s):

www.usda.gov/procurement/policy/agar.html

52.204-10 Reporting Executive Compensation and First-Tier Subcontract Awards

(OCT 2016) (Applicable if over $25,000 unless award is to an individual)

52.204-13 System for Award Management Maintenance (OCT 2016)

52.204-16 Commercial and Government Entity Code Reporting (JUL 2016)

52.204-17 Ownership or Control of Offeror (JUL 2016) 52.204-18 Commercial and Government Entity Code Maintenance (JUL 2016)

52.204-19 Incorporation by Reference of Representations and Certifications (DEC 2014)

52.209-6 Protecting the Government's Interest when Subcontracting with Contractors Debarred, Suspended, or Proposed for Debarment (OCT 2015)

(Applicable if contract exceeds $30,000)

52.209-10 Prohibition on Contracting with Inverted Domestic Corporations (NOV 2015)

52.211-18 Variation in Estimated Quantity (APR 1984)

52.217-7 Option for Increased Quantity – Separately Priced Line Item (MAR 1989)

52.219-6 Notice of Total Small Business Set-Aside (NOV 2011)

52.219-28 Post-Award Small Business Program Representation (JUL 2013)

52.222-3 Convict Labor (JUN 2003)

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 Rate Requirements and Related Act

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 (APR 2015) (Applicable if contract exceeds

$10,000)

52.222-26 Equal Opportunity (SEP 2016) (Applicable if contract exceeds $10,000) http://www.usda.gov/procurement/policy/agar.html

52.222-27 Affirmative Action Compliance Requirements for Construction (APR 2015)

(Applicable if FAR52.222-26 is included)

52.222-36 Affirmative Action for Workers with Disabilities (JUL 2014) (Applicable if contract exceeds $15,000)

52.222-50 Combating Trafficking in Persons (MAR 2015)

52.223-2 Affirmative Procurement of Bio-based Products Under Service and Construction

Contracts (SEPT 2013)

52.223-5 Pollution Prevention and Right-to-Know Information (MAY 2011)

52.223-6 Drug-Free Workplace (MAY 2001) (Applicable if contract is awarded to an individual)

52.223-15 Energy Efficiency in Energy-Consuming Products (DEC 2007)

52.223-18 Encouraging Contractor Policies to Ban Text Messaging While Driving

(AUG 2011)

52.224-1 Privacy Act Notification (APR 1984)

52.224-2 Privacy Act (APR 1984)

52.225-13 Restrictions on Certain Foreign Purchases (JUN 2008)

52.227-4 Patent Indemnity -- Construction Contracts (DEC 2007)

52.228-2 Additional Bond Security (OCT 1997) (applicable if contract exceeds $30,000)

52.228-11 Pledges of Assets (JAN 2012) (Applicable if contract exceeds $30,000)

52.228-12 Prospective Subcontractor Requests for Bonds (MAY 2014) (Applicable if contract exceeds $30,000)

52.228-14 Irrevocable Letter of Credit (NOV 2014) (Applicable if contract exceeds $30,000)

52.232-5 Payments Under Fixed-Price Construction Contracts (MAY 2014)

52.232-23 Assignment of Claims (MAY 2014)

52.232-27 Prompt Payment for Construction Contracts (JAN 2017)

52.232-33 Payment by Electronic Funds Transfer – System for Award Management (JUL

2013)

52.232-39 Unenforceability of Unauthorized Obligations (JUN 2013)

52.232-40 Providing Accelerated Payments to Small Business Subcontractors (DEC 2013)

52.233-1 Disputes (MAY 2014)

52.233-3 Protest After Award (AUG 1996)

52.233-4 Applicable Law for Breach of Contract Claim (OCT 2004)

52.236-2 Differing Site Conditions (APR 1984)

52.236-3 Site Investigation and Conditions Affecting the Work (APR 1984)

52.236-5 Material and Workmanship (APR 1984)

52.236-6 Superintendence by the Contractor (APR 1984)

52.236-7 Permits and Responsibilities (NOV 1991)

52.236-8 Other Contracts (APR 1984)

52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and

Improvements (APR 1984)

52.236-10 Operations and Storage Areas (APR 1984)

52.236-11 Use and Possession Prior to Completion (APR 1984)

52.236-12 Cleaning Up (APR 1984)

52.236-13 Accident Prevention (NOV 1991)

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

52.236-15 Schedules for Construction Contracts (APR 1984)

52.236-17 Layout of Work (APR 1984)

52.236-21 Specifications and Drawings for Construction (FEB 1997)

52.243-5 Changes and Changed Conditions (APR 1984)

52.244-6 Subcontracts for Commercial Items (JAN 2017)

52.245-1 Government Property (JAN 2017)

52.245-9 Use and Charges (APR 2012)

52.246-21 Warranty of Construction (MAR 1994)

52.249-1 Termination for Convenience of the Government (Fixed-Price) (Short From)

(APR 1984)

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

52.253-1 Computer Generated Forms (JAN 1991)

AGRICULTURE ACQUISITION REGULATION (48 CFR CHAPTER 4) CLAUSES

452.236-71 Prohibition Against the Use of Lead-Paint (NOV 1996)

452.236-72 Use of Premises (NOV 1996)

452.236-73 Archeological or Historic Sites (FEB 1988)

452.236-74 Control of Erosion, Sedimentation and Pollution (NOV 1996)

452.236-76 Samples and Certificates (FEB 1988

I-2 52.204-7 SYSTEM FOR AWARD MANAGEMENT (OCT 2016)

(a) Definitions. As used in this provision—

“Electronic Funds Transfer (EFT) indicator” means a four-character suffix to the unique entity identifier. The suffix is assigned at the discretion of the commercial, nonprofit, or Government entity to establish additional System for Award Management records for identifying alternative

EFT accounts (see subpart 32.11) for the same entity.

“Registered in the System for Award Management (SAM) database” means that—

(1) The Offeror has entered all mandatory information, including the unique entity identifier and the EFT indicator, if applicable, the Commercial and Government Entity (CAGE) code, as well as data required by the Federal Funding Accountability and Transparency Act of 2006 (see subpart 4.14) into the SAM database;

(2) The offeror…